БАЛКА ДЕРЕВЯННАЯ ДВУТАВРОВАЯ КЛЕЕНАЯ ДЛЯ ОПАЛУБКИ

Полезная модель относится к области строительства и может быть использовано в качестве опорной балки опалубки для бетонирования монолитных перекрытий. Техническим результатом полезной модели является создание балки с повышенной прочностью на изгиб со сжатием и надежной фиксацией стенки и полок относительно друг друга. Технический результат достигается за счет того, что балка опалубки двутаврового сечения клееная для опалубки включает в себя плоскую стенку и соединенные с ней полки выполненные из склеенных по пластям досок или из цельного бруса и снабженные продольными пазами для размещения в них стенки, при этом на стенке выполнен гребень в виде, по меньшей мере, двух выступов, каждый из которых в поперечном сечении имеет трапецеидальную форму.

БАЛКА ДЕРЕВЯННАЯ ДВУТАВРОВАЯ КЛЕЕНАЯ ДЛЯ ОПАЛУБКИ- ТАВР, KRAFT PLUS И TECH (ВАРИАНТЫ)

Полезная модель относится к области строительства и может быть использовано в качестве опорной балки опалубки для бетонирования монолитных перекрытий. Техническим результатом полезной модели является создание балки с повышенной прочностью на изгиб со сжатием и надежной фиксацией стенки и полок относительно друг друга. Технический результат достигается за счет того, что по первому варианту (балка ТАВР) балка опалубки двутаврового сечения клееная для опалубки включает в себя плоскую стенку и соединенные с ней полки выполненные из склеенных по пластям досок или из цельного бруса и снабженные продольными пазами для размещения в них стенки, при этом в поперечном сечении балки продольная ось стенки, выполненной из фанеры или древесностружечной плиты, не проходит через центры годовых колец полок, выполненных из хвойных пород дерева. По второму варианту (балка ТЕСН) балка опалубки двутаврового сечения клееная для опалубки включает в себя плоскую стенку и соединенные с ней полки выполненные из склеенных ...

ДЕРЕВЯННАЯ КРЕПЬ ДЛЯ СТРОИТЕЛЬСТВА

Предлагается деревянная крепь для строительства, содержащая верхний брус и нижний брус, которые соединены друг с другом соединительным элементом. На концах брусьев имеется защитный наконечник, который окружает конец бруса. Этот защитный наконечник брусьев имеет по меньшей мере один крепежный кронштейн, который частично закрывает боковую сторону соединительного элемента, и этот кронштейн для крепления наконечника бруса прикреплен к боковой стороне соединительного элемента крепежным средством. 9 з.п. ф-лы, 2 ил.

БАЛКА ОПАЛУБОЧНОЙ КОНСТРУКЦИИ

Изобретение относится к области строительства. Балка (101) опалубочной конструкции включает первый конец (102) и второй конец (104), отдаленный от первого конца (102). Первый конец (102) и второй конец (104) выполнены с возможностью обеспечения контакта с верхними пластинами (504) соответствующих узлов откидной верхней части опалубочной конструкции (500). Балка (101) включает верхнюю поверхность (110), имеющую край (112) стыка с откидной верхней частью на первом конце (102) и край (114) стыка с откидной верхней частью на втором конце (104). Балка (101) включает первую полку (202), образованную на одной стороне балки (101) и выполненную с возможностью размещения деревянного бруса (300) или полиуретановой вставки для размещения и сколачивания фанеры, расположенной рядом с верхней поверхностью (110) балки (101), и дополнительную полку (204), расположенную ниже первой полки (202) и выполненную с возможностью размещения верхней части (400) поперечной балки (506) опалубочной конструкции (500) ...

Wooden beams for heavy lattice structures - have screws meeting solid wood after piercing predrilled holes in offset rows

The timber for construction of lattice structures has four bars parallel to each other and interconnected by intermediate pieces. The structure can be used in formwork or frames where the timbers must be of wide cross-section and heavy to handle. The bars (1-4) have rows of holes (9-11), mutually connected by the intermediate pieces (5) in an offset pattern so that a screw passing through a hole in one bar encounters solid wood in the opposite bar. The bars can be rectangular in cross-section, with two mutually offset rows of holes on the wider side face.

FORMWORK BEAMS

Description is given of extruded aluminium structural beams (20) having their cross-sections shaped for cooperation with connecting means, said connecting means being used for assembling continuous support lengths of desired dimension in each application by connecting said beams in series with variable overlap of their ends. According to the invention beam (20) includes support surfaces (26,28) located on side of beam with lesser projection of flanges (25,27) said surfaces lying in planes convergent towards main axis (46) said axis being perpendicular to plane of flexure. Line of action (39) of support forces is directed towards plane of web (45) and has inter-section (47) with it within the cross section. In such arrangement internal stresses due to eccentricity of support forces are substantially reduced. Torsioin of the beam (20) due to support arrangement is lessened by the proximity of the shear centre (38) to the plane of joint (37). Joints of the beam are held together by bolt-heads ...

Ledger truss for scaffolding

IMPROVEMENTS IN AND RELATING TO A BEAM

Improvements in or relating to constructional elements for use in the construction of scaffolding and other structures

... 759,073. Structural elements. KWIK FORM, Ltd. March 25, 1955 [March 29, 1954], No. 9048/54. Addition to 719,233. Class 20(2). An improvement in or modification of the structural element having adjustable curvature as claimed in the parent Specification, consists in forming the mutually . interengaging faces of some or all of the relatively longitudinally displaceable parts 37 each with a plurality of projections or grooves spaced closely apart from one another in a longitudinal direction of the structural element whereby slip between the parts 37 when the element is under load is positively prevented by engagement between the sides of the projections or grooves on the respective interengaging faces. In Fig. 1 the projections and grooves are formed by corrugations 37a. The members 30, 37 constituting a structural element section are connected together by V-shaped parts 100 having integral reinforcing ribs 100b, and the sections are connected together by T-headed bolts 34 which can be inserted ...

SCHALUNGSTRÄGER SCHALUNGSTRÄGER

FREITRAGENDES LEHRGERUEST

HOLZTRÄGER FÜR DEN SCHALUNGSBAU

SCHALUNGSTRAEGER

PROFILE KEEL

SERVICE GIRDER

SERVICE GIRDER SERVICE GIRDER

SERVICE GIRDER FROM WOOD

FORMWORK BOARD CARRIER FUER CONCRETING FORMWORKS.

CARRIER FOR FORMWORK ELEMENTS

PROCEDURE AND CEILING BOARDING SYSTEM FOR A BOWLS OF COVERS

Builder, in particular service girder

Ceiling boarding

SERVICE GIRDER

SCAFFOLDING OF A FORMING CONCRETE SLAB

Hammock safety system

The invention relates to a spacer element (22) for supporting two yoke timbers (18) of a slab formwork (1), which run parallel to one another and are supported on props (12), in a transverse direction (4) transversely to the yoke timbers (18) and transversely to the props (12), comprising a beam element (24) having two opposite end sides, on which there are arranged bearing elements (26, 26') for taking up transverse forces in and against the transverse direction (4) from the yoke timbers (18), characterised by holding elements (33) on the end sides of the beam element (24) for fastening a net (27).

Method of installing a formwork support system, formwork support system and longitudinal beam

A method of installing a formwork support system, comprising the steps of: a. arranging a first pair of support props in an upright position, the support props having head members, b. connecting two opposite ends of a first longitudinal beam to the head members of the first pair of support props, c. arranging a second longitudinal beam in an interim mounting position by releasably connecting a first end of the second longitudinal beam to the first longitudinal beam, the second longitudinal beam, in the interim mounting position, freely projecting downwardly from the first end towards the second end, a stop element at the first end of the second longitudinal beam, in the interim mounting position, bearing against the first longitudinal beam, a hook element of the second longitudinal beam, in the interim mounting position, engaging a slot of the first longitudinal beam, d. arranging the second longitudinal beam in a horizontal support position by lifting the second end of the second longitudinal ...

IMPROVEMENTS TO FORMWORK

STRINGER

YOKE FOR USE IN CONCRETE WORK

A yoke for use in concrete work comprising a tubular body having a square section and provided with a longitudinal groove on the external surface of each side of the tubular body. The tubular body is filled with foamed plastics over the whole or only in both end portions of the bore thereof.

FORMWORK SUPPORT

The aim of the invention is to improve the load-bearing capacity of formwork supports during shock-type stress that is effective especially perpendicular to or at an angle from the longitudinal axis of the support. Said aim is achieved by a formwork support which is made essentially of wood and is provided with a top chord, a bottom chord, and a web that connects the two chords. The web and/or at least one of the chords comprises at least one recess in at least one final area of the support, said recess being filled with a filling material that has shock-absorbing properties. The invention also relates to a method for producing such a formwork support.

PERIMETER PROTECTION SYSTEM FOR A HORIZONTAL FORMWORK SYSTEM, AND METHOD OF ASSEMBLY OF A PERIMETER PROTECTION SYSTEM

A perimeter protection system for protecting operators against lateral falling when installing formwork panels in a horizontal formwork system. According to one embodiment the perimeter protection system includes a perimeter protection structure configured for being fixed, in a working position, to the horizontal formwork system, and at least one auxiliary device configured for being fixed to the horizontal formwork system and for fixing the perimeter protection structure to the horizontal formwork system. The auxiliary device includes guiding means collaborating with a guide of the perimeter protection structure for positioning the perimeter protection structure in an initial assembly position. In the initial assembly position the structure is configured to be raised up to an intermediate position where it is permitted to swing until it is positioned in the working position.

HEAD FOR BEAM JUNCTURES

The invention relates to a head for beam junctures, comprising means for securing to a first beam and an area for receiving a post, which area comprises two arms oblique with respect to one another, said arms leaving a lateral space between one another for placing a post in a space for a post, defined by both arms.

FORMWORK SUPPORT SYSTEM, TRANSVERSE BEAM AND METHOD OF INSTALLING A FORMWORK SUPPORT SYSTEM

A formwork support system comprising: - four support props, each having a leg and a head member mounted on an upper end of the leg, each head member having a support plate with an upper side for supporting a formwork thereon, - two longitudinal beams with ends attached to the head members of the support props, respectively,and - a transverse beam extending transversely to the longitudinal beams, wherein the transverse beam has two catch elements at opposite end regions of the transverse beam, the catch elements engaging slots of the longitudinal beams, the catch elements being spaced apart in a horizontal direction perpendicular to a longitudinal direction of the transverse beam.

CHANNEL BEAM AND T-BOLT SYSTEM

This invention pertains to a novel component for constructing concrete forms. More particularly, this invention pertains to a T-bolt channel beam comprising: (a) an elongated hollow channel member; (b) an elongated T-bolt receiving first cavity formed in a top region of the channel member, said elongated cavity having therein a first elongated opening which is parallel with the elongated channel member and exposes the interior of the first elongated cavity to the exterior, said first cavity having a pair of opposing lips facing one another and constructed along respective sides of the elongated first opening exposing the interior of the first cavity; (c) an elongated second cavity formed in the interior of the elongated channel member, adjacent to and parallel with the elongated first cavity and communicating by a second opening with the first cavity; (d) an elongated third cavity, formed in the interior of the elongated channel member, adjacent to and parallel with the second cavity and ...

SCREW PIERCABLE STRUCTURAL SUPPORT FOR A PLANAR SUBSTRATE

A structural support for supporting a planar substrate, for example plywood, is provided with a screw receiving channel. The channel provides a guide simplifying screw attachment for a substrate to the support.

Traggerüst für eine Schalung zur Herstellung von Gebäudeteilen, insbesondere von Decken im Eisenbetonbau

Longeron destiné à la construction de coffrages

Vorrichtung zum Ein- und Ausbau von Tragwerken

Rüstträger für Schalungszwecke

Centina ad elementi scomponibili e reimpiegabili per la formazione di altre centine.

Bauträger, insbesondere Schalungsträger

Poutrelle métallique déformable

Schalungsträger

Gitterträger für Decken- und Wandverschalung

Hohlfachplatte

Träger

Metallisches Lehrgerüst für Betonschalungen

Schalungsträger

Holzträger, insbesondere Schalungsträger

Stegträger aus Holz, insbesondere Schalungsträger

Holzbalken mit Stirnflächenschutzabdeckung

Träger für Schalungen, und Verfahren zu dessen Herstellung

Holzträger, insbesondere Schalungsträger

Schalungsträger

SCHALUNGSTRAEGER.

Fachwerkträger, insbesondere Rüstträger

Schalungsträger

Schutzabdeckung für eine Stirnfläche von Holzbalken

Schalungsträger

I-FOERMIGES CARRIER PROFILE FROM LIGHT ALLOY.

Concrete-shuttering girder

The concrete-shuttering girder (11) has an upper wooden board (13) and a lower wooden board (14) which are connected to each other via an undulate connecting piece (15) and two termination pieces (17). Nail-shaped fastening teeth are formed on the connecting pieces (15) and termination pieces (17). The radii of the undululations in the connection piece (15) are relatively large. The nail-shaped formation of the teeth (19) gives the concrete-shuttering girder a high degree of resistance with respect to alternating loads and the undulate configuration of the connecting piece (15) results in good bending strength and resistance to warping. ...

FOR THE SCAFFOLD CONSTRUCTION SERVING, FROM EXTRUDED LIGHT ALLOY EXISTENCE PAIR OF ELEMENTS.

PROCEDURE FOR THE PRODUCTION OF A WING UNIT AND A MECHANISM FOR THE EXECUTION OF THIS PROCEDURE.

SERVICE GIRDER.

SERVICE GIRDER FROM WOOD.

Carrier with two straps and a wooden piece made of wood.

Ein Träger 100 umfasst zwei sich in einem Abstand zueinander entlang einer Trägerlängsachse erstreckende Gurte 2, 2' und einen zwischen den Gurten 2, 2' angeordneten Stegteil 1 mit dem die Gurte 2, 2' jeweils über einen klebergebundenen Zinkenverbund 3 verbunden sind. Der Stegteil 1 umfasst mindestens drei flächig aneinander liegende, miteinander verbundene Schichten 101, 102, 102' und ist bezüglich der Mittelebene des Stegteils 1 spiegelsymmetrisch aufgebaut. Die Schichten 101, 102, 102'sind je von einer Schar seitlich aneinander liegenden, miteinander klebeverbundenen, bezüglich ihrer Brettlängsachsen BA schräg endenden Brettern 11 aus Holz gebildet. Die Winkel der Brettlängsachsen BA der Schichten 102, 102' sind bezüglich der Mittelebene des Stegteils 1 spiegelsymmetrisch jeweils gleich ausgerichtet. Die Schicht 101 hat einen Winkel im positiven Bereich und die zwei Schichten 102, 102' haben einen Winkel im negativen Bereich. Der Träger erzielt eine hohe Stabilität.

Способ возведения монолитного здания, комплекса монолитных зданий и технологическая оснастка для его осуществления

Изобретение относится к строительству и может быть использовано при возведении многоэтажных монолитных зданий. Способ возведения монолитного здания включает возведение монолитного фрагмента здания: плита перекрытия всего здания - вертикальные конструкции вышележащего яруса/этажа всего здания. Основной принцип способа: возведение перекрытия яруса/этажа всего здания и, после схватывания бетона перекрытия этого яруса/этажа, заливка бетоном вертикальных конструкций следующего яруса/этажа всего здания - выдержка во времени уложенного бетона до набора расчетной прочности - возведение очередного перекрытия и т.д. При производстве работ опалубку опирают на уложенные вертикальные конструкции здания. Технологическая оснастка включает: механизм перемещения опалубки, устройство для связывания арматуры, щит вертикальной опалубки, комплект угловых щитов вертикальной опалубки, комплект проемообразующих щитов, стяжное устройство, балку опалубки перекрытия. Результат состоит в повышении прочностных свойств ...

Способ возведения монолитного здания, комплекса монолитных зданий и технологическая оснастка для его осуществления

Изобретение относится к строительству и может быть использовано при возведении многоэтажных монолитных зданий. Способ возведения монолитного здания включает возведение монолитного фрагмента здания: плита перекрытия всего здания - вертикальные конструкции вышележащего яруса/этажа всего здания. Основной принцип способа: возведение перекрытия яруса/этажа всего здания и, после схватывания бетона перекрытия этого яруса/этажа, заливка бетоном вертикальных конструкций следующего яруса/этажа всего здания - выдержка во времени уложенного бетона до набора расчетной прочности - возведение очередного перекрытия и т.д. При производстве работ опалубку опирают на уложенные вертикальные конструкции здания. Технологическая оснастка включает: механизм перемещения опалубки, устройство для связывания арматуры, щит вертикальной опалубки, комплект угловых щитов вертикальной опалубки, комплект проемообразующих щитов, стяжное устройство, балку опалубки перекрытия. Результат состоит в повышении прочностных свойств ...

FORM PANEL FOR FORMS FOR CONCRETING

Wood H-beam and square steel tube combination formula roof template quick detach system

Hollow ribbon board, ribbed slab with hollow ribbon boards and construction formwork system with hollow ribbon boards

Method for assembling and disassembling at least one bench formwork for at least partial formwork of concrete roof

The invention relates to a method for assembling at least one bench formwork for at least part of a formwork of a concrete roof, the bench formwork having a supporting framework, at least one formwork element and at least one support, the method comprising, in sequence, at least: a) providing a transfer trolley, in particular movable, having a liftable receiving device for receiving the supporting framework of the bench formwork; b) assembling the supporting framework of the bench formwork on the accommodating device of the transfer trolley; c) reversibly and releasably fixing the at least one template element on the supporting framework of the bench formwork; d) lifting the support skeleton having at least one template element; e) assembling the at least one support on the lower side of the support framework of the bench formwork facing away from the at least one formwork element; (f) the transfer trolley is positioned and aligned to the preset assembly position of the bench formwork; ...

Support of formwork for reinforced concrete floor

System of formwork for the construction of reinforced concrete floors

Support beam shuttering panels and form structure comprising such beams.

BEAM HAS ARTICULATED CONNECTION ENDS

MOUNTING DEVICE TEMPORARILY BEAM ELEMENTS TO A BUILDING STRUCTURE

Ce dispositif (1) comprend une pièce (10) d'appui contre la poutre, deux pièces mobiles (6) en forme de crochet, une traverse (7) de support des pièces (6) et des moyens (8, 9) de déplacement de cette traverse (7) par rapport à la pièce d'appui (10). Selon l'invention, -chaque pièce (6) en forme de crochet présente une paroi inclinée (15) s'étendant vers le bas et vers l'extérieur du dispositif (1) ; - la position de montage de chaque pièce (6) sur ladite traverse (7) est telle que chaque paroi inclinée (15) se trouve à l'aplomb du bord correspondant de la pièce d'appui (10), et - les moyens de déplacement (8, 9) permettent le déplacement de la traverse (7) entre une position de contact desdites parois inclinées (15) avec les bords correspondants de la pièce d'appui (10) et une position d'éloignement desdites parois inclinées (15) vis-à-vis des bords correspondants de la pièce d'appui (10).

HYBRID U-HEAD WITH SUPPORT

The present invention relates to a U-head as one of temporary materials for supporting a mold until the concrete placed in a slab and a beam between floors of a building and an upper slab of a bridge during construction obtains the desired strength. The hybrid U-head with a support is provided at the uppermost of a system strut to allow a yoke material to be inserted and fixated in order to allow the yoke to be securely fixated to the U-head. The U-head comprises: a support part including a pedestal part with an open top to allow the yoke to be inserted, and a support rod to support a side of the yoke; and a screw part bonded to the bottom of the pedestal part, wherein the outer circumference of the screw part is threaded. According to the present invention, the present invention provides the support part wherein one or two rows of yokes are provided in a fixated structure without a dynamic structure, thereby improving the durability and usability.

FORMWORK SYSTEM

In a formwork system, frames are mounted between horizontal supports. The support means on the frames are offset relative to the horizontal axis, so that the inversion of the frames enables the level of the upper surface to be adjusted. Thus, the same components can be used to make a formwork for fine-finish or standard-finish concrete. In an alternative embodiment, the support means on the horizontal support is offset so that the adjustment can be effected by reversing the support. Copyright 1997 KIPO ...

SLAB FORM SYSTEM CAPABLE OF REMOVING FORM IN EARLY STAGE AND SLAB CONSTRUCTION METHOD USING SAME

The present invention relates to a slab form system capable of removing a form in an early stage. The purpose of the present invention is to improve reusability of a form and easily and rapidly remove a slab panel. According to the present invention, the slab form system capable of removing a form in an early stage comprises: the slab panel having one or more drop head holes; a drop head supporting a slab from a bottom portion; a flexible support supporting the drop head; and a slab panel supporting means removing the slab panel from the slab. According to the present invention, a slab construction method using the slab form system capable of removing a form in an early stage comprises: a first step of connecting a descending rope to the slab panel; a second step of towing the slab panel; a third step of forming the slab; a fourth step of removing the form by unwinding the descending rope; and a fifth step of disassembling the support. COPYRIGHT KIPO 2016 ...

TRUSS FORM FORMED BY ASSEMBLING A MAIN TRUSS AND A SUB TRUSS MEMBER WITH SUPPORT MEMBERS

PURPOSE: A truss form is provided to conduct conveyance, assembly and disassembly works effectively. CONSTITUTION: The truss form comprises a main truss(10), a sub truss member(20) and support members(30,40). Hereon the main truss comprises a pair of primary upper members(11,12) parallel to each other in the horizontal direction, a primary lower member(13) located to the lower center of the primary upper members, a primary fixing member(15) connected to a joint(14) on one end of the primary upper members, a secondary fixing member(16) connected to the primary lower member on the joint, a fitting hole formed on the joint in the vertical direction, one or more primary truss members(18) connected to the primary upper member in an inverse quadrangular pyramid shape, a primary connecting member coupled to the primary upper and lower members to connect the primary truss members, a primary support member connected to the primary upper members in the vertical direction and plywood coupling holes ...

WALL SYSTEM

A building panel, comprising a concrete portion with an inner and outer face, and an enclosing boundary portion around the inner face perimeter, with a rigid planar plastic sheet against the inner face, and spacing studs against the outer face, the studs including fasteners protruding through to embed into the concrete. Also, a method of forming the building panel comprising the steps of forming an enclosed-perimeter outer framework, positioning a plurality of spacing studs which include fasteners extending upwards within the outer framework, placing a planar plastic panel within the frame over the top of the studs with the fastening members protruding through, then pouring concrete into the frame to cover the panel, and fill the framework to the required depth, then removing the outer frame from the cured concrete.

LEVELING ACCESSORY FOR MAINTAINING THE LEVEL OF A HORIZONTAL SHUTTERING PANEL AND SHUTTERING SYSTEM COMPRISING SAME

According to the invention, during the assembly of a shuttering system, the leveling accessory maintains the level of a lower shuttering panel supported by a strut. The accessory comprises a U-shaped main body having adjustment means for coupling and securing same to the strut; two arms that extend a certain distance from one side of the main body on divergent paths; and, near the ends of the arms opposite the main body, coupling means for the removable connection of the leveling accessory, which allow the leveling accessory to be held in an intermediate assembly position, in which the accessory is suspended such that it can oscillate in relation to the panel, and in an operating levelling position on the panel, in which the accessory cannot oscillate and is securely coupled to the strut, preventing the panel from rotating about its longitudinal axis relative to the strut.

FORM WITH REINFORCING BARS, NON-SUPPORT FORM SYSTEM AND NON-SUPPORT CONSTRUCTION METHOD USING THE SAME

Disclosed therein are a prefabricated form with reinforcing bars, in which tie bars perpen¬ dicularly joined to main bars are utilized as connectors for connection with a building frame form, which will be removed after concrete is poured, a non-support form system for allowing construction of beams or slabs without installing floor posts by using the prefabricated form with the reinforcing bars, and a non-support reinforced concrete construction method, which simplifies the general construction process since the floor posts are not installed. The non-support form system is to construct reinforced concrete beams or reinforced concrete slabs without using floor posts, and includes: a prefabricated form; and a temporary supporter suspensibly fixed beneath a building frame form of the prefabricated form.

BUILDING CONSTRUCTION

A method of constructing a multi-story building is disclosed. The method includes forming a single story of the building by the following steps. A first step includes connecting together a plurality of pre-formed framework members (3, 5, 7) and forming a structural framework for supporting wet concrete in order to form at least a part of a single story of the building. A second step includes pouring concrete in one or more pours onto the structural framework.

CHANNEL BEAM AND T-BOLT SYSTEM

This invention pertains to a novel component for constructing concrete forms. More particularly, this invention pertains to a T-bolt channel beam comprising: (a) an elongated hollow channel member; (b) an elongated T-bolt receiving first cavity formed in a top region of the channel member, said elongated cavity having therein a first elongated opening which is parallel with the elongated channel member and exposes the interior of the first elongated cavity to the exterior, said first cavity having a pair of opposing lips facing one another and constructed along respective sides of the elongated first opening exposing the interior of the first cavity; (c) an elongated second cavity formed in the interior of the elongated channel member, adjacent to and parallel with the elongated first cavity and communicating by a second opening with the first cavity; (d) an elongated third cavity, formed in the interior of the elongated channel member, adjacent to and parallel with the second cavity and ...

FLANGE SUPPORT WITH SOLID WOOD WEB

The invention concerns a wood flange support with solid web made of plywood or chipboard for use in concrete-casting sheathing. The invention calls for the edge of the web to have individual projections (5, 11, 18, 23) which extend out in the plane of the web and which engage in grooves (6, 7, 16, 17, 26) cut across part of the flanges (1) where they are bonded in place.

FORMWORK BEAM AND FORMWORK CONSTRUCTION

POST WITH A CLAMP FOR COUPLING POSTS TO BEAMS,

Wooden coffering girder

The girder (1) has two capping pieces (3) held apart by a web (2), the capping pieces (3) having on the sides (3a) facing each other grooves (4), which are approximately dovetailed in cross-section, and the web having on its narrow sides (2a), which can be inserted into these grooves (4), one or two, if appropriate also more, slot-shaped recesses (5) which can be spread open in the position of usage in the interior of the dovetailed grooves (4) by a strip (6), which penetrates and can be pressed into the slot (5) during insertion into the grooves (4), and tapers in cross-section towards the interior of the slot (5), that is to say away from the groove base (4a), and by this means can be fixed positively inside the dovetailed groove (4). The contact regions between the grooves (4) of the capping pieces (3) and the web (2) can be sealed with glue. The essential factor is that the spreading strip (6) or the spreading strips (6) are in each case a separate part which can be inserted and pressed ...

Beam member for use in concrete forming apparatus

СПОСОБ МОНТАЖА ОПОРНОГО КЛАДОЧНОГО ОПАЛУБОЧНОГО ПРОФИЛЯ ДЛЯ КРЕПЛЕНИЯ ТЯЖЕЛОГО НАВЕСНОГО ФАСАДА

Изобретение относится к области промышленного и гражданского строительства, а именно к проведению опалубочных работ при строительстве. Техническим результатом является возможность увеличения вылета несущего основания без необходимости выполнения дополнительных монолитных работ, используя тот же опалубочный профиль. Технический результат достигается тем, что представлен способ монтажа опорного кладочного опалубочного профиля для кладки облицовочного материала, имеющего горизонтальную и вертикальную грани, соединённые вставленными в прорези, выполненные в горизонтальной грани профиля, рёбрами, снабжёнными отгибами по двум их сторонам, при этом отгибы горизонтальной грани опалубочного профиля с помощью элементов соединения присоединяют к установленной нижней опалубке, далее через сквозные отверстия, выполненные в вертикальных отгибах рёбер опалубочного профиля и вертикальной грани опалубочного профиля, размещают элементы соединения в виде анкеров, размещая их со стороны вертикальной грани ...

СТОЙКА ДЛЯ ОПАЛУБКИ ПЕРЕКРЫТИЙ

Полезная модель относится к области строительных конструкций, предназначенных для выполнения монтажных работ при изготовлении перекрытий и может быть использована как опорная стойка для перекрытий. Технический результат полезной модели состоит в том, что упрощается монтаж опалубки за счет облегчения попадания серьги в отверстие стойки, а также за счет усиления опоры для серьги и уменьшении вероятности потребности замены гайки. Заявленный технический результат достигается за счет того, что стойка для опалубки перекрытий, содержащая внутреннюю трубу с прядкой, наружную трубу с пяткой и с накатной резьбой, гайку для стойки с ушком для пальца и ушко для монтажа, палец для гайки, серьгу-стопор, отличается тем, что гайка для стойки содержит не менее двух ушек для монтажа, а серьга-стопор выполнена с загибом относительно ее плоскости на угол от 35 до 45 градусов.

БАЛКА ОПАЛУБКИ

... 1. Балка опалубки, содержащая верхнее и нижнее основания, скрепленные соединяющим элементом, отличающаяся тем, что она выполнена в виде двутавра, верхнее и нижнее основания которого выполнены из бруса, а соединяющий элемент соединен с верхним и нижним основаниями в "шип", каждый зуб и (или) каждая впадина которого равна не менее 0,1 высоты балки, причем толщина соединяющего элемента равна не менее 0,125 высоты балки, а ширина и толщина бруса каждого основания равна не менее, соответственно, 0,3 и 0,25 высоты балки.2. Балка по п.1, отличающаяся тем, что верхнее и нижнее основания выполнены, например, из сибирской сосны, или ели, а соединяющий элемент выполнен, например, из многослойной фанеры.

НЕСУЩИЙ ЭЛЕМЕНТ ОПАЛУБКИ

... 1. Несущий элемент опалубки, выполненной в виде двутаврового профиля, полки которого выполнены из дерева, а стенка - из многослойной водостойкой фанеры, отличающийся тем, что полки и стенка жестко соединены между собой посредством крепежных элементов.2. Несущий элемент опалубки по п.1, отличающийся тем, что крепежные элементы выполнены из дерева.

FORMWORK SUPPORT COMPRISING A HOLLOW PROFILE WEB, STIFFENED BY AN INTERNAL FRAMEWORK, AS A FLANGE CONNECTOR

The invention relates to a formwork support () for supporting concrete formworks in the construction sector, comprising an upper flange () and a lower flange (), which are connected to one another via a hollow profile web () such that they are at an invariant distance in relation to one another, wherein the hollow profile web () is stiffened inside by framework struts (). 110121416162828a,b. Formwork support () for supporting concrete formworks in the construction sector , comprising an upper flange () and a lower flange () which are connected to one another via a hollow profile web () so as to be at an invariant distance relative to one another , wherein the hollow profile web () is stiffened on the inside thereof by framework struts ().2282829202216a,b. Formwork support according to claim 1 , characterized in that the framework struts () form a strut framework S having transverse posts () which are arranged so to as extend orthogonally with respect to two lateral walls ( claim 1 , ) of the hollow profile web () that are arranged opposite one another.3121410181616. Formwork support according to either or claim 1 , characterized in that the upper and the lower flange ( claim 1 , ) of the formwork support () each have a flange body () which is designed as a separate component to the hollow profile web () and which is fastened claim 1 , in particular screwed claim 1 , preferably in a detachable manner claim 1 , to the hollow profile web ().418. Formwork support according to claim 3 , characterized in that the flange body () is made at least in part claim 3 , preferably completely claim 3 , of wood claim 3 , a wood material or a plastics material.51836163410. Formwork support according to either or claim 3 , characterized in that the flange body () is supported on and/or fastened in each case to a laterally projecting profile extension () of the hollow profile web () in an axial direction with respect to the vertical axis () of the formwork support ().618181816a,b. ...

Modular Ledgers of an Integrated Construction System

Various implementations described herein are directed to a modular ledger of an integrated construction system. In one implementation, the modular ledger includes a rail, having a first end and a second end. Each end of the rail is configured to receive a coupling component. The rail has a plurality of holes configured to couple to bracing components of the integrated construction system. 1. A modular ledger of an integrated construction system , comprising: a first end and a second end, each end configured to be coupled to one or more posts and/or assemblies through a coupling component; and', 'a plurality of holes placed longitudinally along each side of the rail and configured to couple to bracing components of the integrated construction system., 'a rail, having2. The modular ledger of claim 1 , wherein the rail is hollow and constructed of aluminum.3. The modular ledger of claim 1 , wherein the coupling component comprises a ledger clamp.4. The modular ledger of claim 1 , wherein the coupling component comprises a ledger splice.5. The modular ledger of claim 1 , wherein the coupling component comprises a ledger guardrail fitting.6. The modular ledger of claim 1 , wherein the coupling component comprises a ledger end fitting.7. The modular ledger of claim 1 , wherein the plurality of holes comprise a hole pattern formed longitudinally along each side of the rail.8. The modular ledger of claim 1 , wherein the rail is configured to form a wall of a safety deck.9. The modular ledger of claim 1 , wherein the rail is configured to form part of a rollback mechanism.10. The modular ledger of claim 1 , wherein the rail is configured to form part of a bracing assembly when coupled to the bracing components.11. The modular ledger of claim 1 , wherein the rail is configured as a load bearing member when coupled to posts of the integrated construction system.12. An integrated construction system component claim 1 , comprising: constructed of aluminum;', 'having a plurality ...

MODULAR CONSTRUCTION SYSTEM

A modular construction system in which a number of three dimensional construction elements are adjoined to form a modular wall, ceiling or floor assembly. In their pre-assembly condition, each three dimensional construction element is formed from a planar metallic sheet () sub-divided by fold lines () into panels () defining a multi-panelled sheet. Each panel lies in a common plane and at least one of the panels is deformable along its fold lines out of said common plane to form an assembled three-dimensional construction element for adjoining to other three-dimensional construction elements. At least one panel is provided with an opening () dimensioned to allow the passage of a reinforcement or stabilising material through the assembled three-dimensional construction element. 1. A construction element for use as a reinforcement means within a building structure , the construction element comprising:a steel plate sub-divided by one or more fold lines into panels to define a multi-panelled steel plate;each panel being deformable along said one or more fold lines out of a common plane to form the three-dimensional construction element for adjoining to another three-dimensional construction element;and wherein at least one panel is provided with an opening dimensioned to allow the passage of a reinforcement or stabilising material through the assembled three-dimensional construction element.2. A construction element according to claim 1 , wherein the fold lines are each straight and mutually parallel.3. A construction element according to claim 2 , wherein the opening extends across the full width of the at least one panel between two fold lines.4. A construction element according to claim 1 , wherein the opening is circular in shape.5. A construction element according to claim 1 , wherein the opening is oval claim 1 , elliptical or hexagonal in shape.6. A construction element according to claim 5 , wherein the major axis of the elliptical opening extends ...

SECONDARY JOIST PROFILE GRID SYSTEMS

A joist for a formwork grid construction component system is disclosed. Typical joists (sometimes referred to as secondary beams) span a distance of approximately six feet (when fully connected). By strengthening the joist using an altered profile while maintaining interoperable external dimensions, the span distance may be increased. That is, by forming the joists with the disclosed profile, joists can be made longer (e.g., have an eight foot connected span) and maintain appropriate strength or even have an increased weight tolerance. Formwork grid systems are used in construction of buildings and other structures. Interoperability with existing components is maintained by the disclosed joist profile adhering to the same external functional form factor as existing joists. The external form factor being the same allows joists constructed in accordance with this disclosure to properly function with existing formwork grid construction components. 120- (canceled)21. A joist beam for formwork construction , the joist beam having a joist profile including:a vertical support;a lower horizontal support connected to a bottom of the vertical support;two leg supports at opposite ends of the lower horizontal support, each of the two leg supports connected to the lower horizontal support and extending in an opposite direction from the lower horizontal support relative to the vertical support;a first leg support, of the two leg supports, at a first end of the lower horizontal support;a second leg support, of the two leg supports, at a second end of the lower horizontal support;a first foot portion connected, via a first foot-leg connection, to the first leg support, the first foot portion including a first upper foot portion on an outward side of the first leg support and a first heel portion on an inner side of the first leg support;a second foot portion connected, via a second foot-leg connection, to the second leg support, the second foot portion including a second upper foot ...

MAIN BEAM STRUCTURE AND PROFILE FOR FORMWORK GRID SYSTEMS

A main beam for a formwork grid construction component system is disclosed. Typical main beams work with secondary joists (sometimes referred to as secondary beams to support a decking surface for pouring of concrete or cement. By strengthening the main beam using an altered profile while maintaining interoperable external dimensions, the span distance of each joist may be increased. By forming the main beam with the disclosed profile, joists can be made longer (e.g., have an eight foot connected span to increase grid size) and maintain appropriate strength (or increased weight tolerance). Formwork grid systems are used in construction of buildings and other structures. Interoperability with existing components is maintained by the disclosed main beam adhering to the same external functional form factor. The external form factor being the same allows main beams constructed in accordance with this disclosure to properly function with existing formwork grid construction components. 1. A main beam formwork construction component having a main beam profile , the main beam profile comprising:a top horizontal support of 10 centimeters or less in width;a lower horizontal support of greater than 10 centimeters in width having a first end and a second end;a first upper vertical support extending from the top horizontal support and spanning between the top horizontal support and the lower horizontal support;a second upper vertical support extending from the top horizontal support and spanning between the top horizontal support and the lower horizontal support.2. The main beam formwork construction component of claim 1 , the main beam profile further comprising:a lower vertical support attached to the lower horizontal support;a bottom horizontal support at a base of the lower vertical support;a first leg and a second leg attached to respective sides of the bottom horizontal support;a first heel at a respective base of the first leg and a first angled support; anda second heel ...

SECONDARY JOIST PROFILE FOR GRID SYSTEMS

A joist for a formwork grid construction component system is disclosed. Typical joists (sometimes referred to as secondary beams) span a distance of approximately six feet (when fully connected). By strengthening the joist using an altered profile while maintaining interoperable external dimensions, the span distance may be increased. That is, by forming the joists with the disclosed profile, joists can be made longer (e.g., have an eight foot connected span) and maintain appropriate strength or even have an increased weight tolerance. Formwork grid systems are used in construction of buildings and other structures. Interoperability with existing components is maintained by the disclosed joist profile adhering to the same external functional form factor as existing joists. The external form factor being the same allows joists constructed in accordance with this disclosure to properly function with existing formwork grid construction components. 120-. (canceled)21. A joist beam for formwork construction , the joist beam having a joist profile including:a vertical support;a lower horizontal support connected to a bottom of the vertical support;two leg supports at opposite ends of the lower horizontal support, each of the two leg supports connected to the lower horizontal support and extending in an opposite direction from the lower horizontal support relative to the vertical support;a first leg support, of the two leg supports, at a first end of the lower horizontal support;a second leg support, of the two leg supports, at a second end of the lower horizontal support;a first foot portion connected, via a first foot-leg connection, to the first leg support, the first foot portion including a first upper foot portion on an outward side of the first leg support and a first heel portion on an inner side of the first leg support;a second foot portion connected, via a second foot-leg connection, to the second leg support, the second foot portion including a second upper ...

HEAD FOR BEAM JUNCTURES

Headpiece for beam intersections of the type comprising means of attachment to a first beam, which headpiece additionally comprises a region for receiving a prop, which region comprises two arms that are oblique relative to one another, leaving a lateral space between said arms for inserting a prop in a space for a prop defined by the two arms. 1. A headpiece for beam intersections comprising:means of attachment to a first beam,a region for receiving a prop, wherein said region comprises two arms that are oblique relative to one another, leaving a lateral space between said arms for inserting a prop in a space for a prop defined by the two arms.2. The headpiece according to claim 1 , wherein said arms are arranged such that the size of the lateral space between the arms in an oblique direction with respect to the horizontal is greater than the smallest distance between both arms in a horizontal direction claim 1 , with the aim of allowing a prop to enter the prop space by inclining said prop with respect to the vertical claim 1 , but preventing said prop from traversing said lateral space if the prop is arranged vertically.3. The headpiece according to claim 1 , wherein one of the arms is arranged horizontally claim 1 , while the other arm is arranged obliquely with respect to the horizontal plane claim 1 , forming an angle of less than 90° and greater than 0° with respect to said plane.4. The headpiece according to claim 3 , wherein said angle is less than 45°.5. The headpiece according to claim 4 , wherein said angle is less than or equal to 30°.6. The headpiece according to claim 3 , wherein said angle is greater than or equal to 5°.7. The headpiece according to claim 1 , wherein the arms comprise seat regions for a prop flange.8. The headpiece according to claim 1 , further comprising a plate which defines said space in conjunction with the arms.9. The headpiece according to claim 8 , wherein said plate comprises holes for attachment to said beam.10. The ...

METHOD AND SYSTEM TO SECURE SHORING DECK

The disclosure is directed to a method and system for securing a shoring deck to a column. The method includes providing a first beam bracing against a column, wherein the first beam is disposed at a first longitudinal axis that is perpendicular to a long axis of the column. The method includes coupling the first beam to first and second deck beams of a plurality of deck beams of a shoring deck. The method also includes providing a second beam bracing against the column and coupling the second beam to third and fourth deck beams of the plurality of deck beams. The method further includes positioning the first and second beams with respect to the column such that respective first and second longitudinal axes through the respective first and second beams are aligned at an acute angle with respect to each other. 1. A method for securing a shoring deck with a plurality of deck beams to a column , the method comprising:providing a first beam bracing against a column;coupling the first beam to a first deck beam of a plurality of deck beams of a shoring deck and a second deck beam of the plurality of deck beams of the shoring deck;providing a second beam bracing against the column the second beam extending along a longitudinal axis;coupling the second beam to a third deck beam of the plurality of deck beams of the shoring deck and a fourth deck beam of the plurality of deck beams of the shoring deck; andpositioning the first and second beams with respect to the column such that respective longitudinal axes of the first and second beams are aligned at an acute angle with respect to each other.2. The method according to claim 1 , wherein the step of providing the first beam bracing against the column comprises:providing the first beam bracing against a side surface of the column.3. The method according to claim 1 , wherein the step of providing the first beam bracing against the column comprises:providing the first beam bracing against a first corner of the column.4. The ...

MOUNTING HEAD WITH ANCHORING CROSS-MEMBER AND CEILING FORMWORK SYSTEM CONNECTED THERETO

A ceiling formwork system having a formwork panel which may be placed on at least one vertical support via a mounting head. The mounting head has an anchoring cross-member which in the mounted state on the vertical support is oriented transverse thereto, the length of the anchoring cross-member corresponding to at least one side length of the ceiling formwork panel to be supported, whereby the anchoring cross-member is respectively affixable at its ends to lateral edges of the ceiling formwork panel. 1. A mounting head for a vertical support to support a ceiling formwork panel , wherein the mounting head in the mounted state on the vertical support has an anchoring cross-member oriented transverse to the vertical support and having a length corresponding at least to a side length of the supporting ceiling formwork panel , whereby the anchoring cross-member can be affixed at each end to lateral edges of the ceiling formwork panel.3. The ceiling formwork system according to claim 2 , wherein the means for affixing the anchoring element to the mounting head are provided.4. The ceiling formwork system according to claim 2 , wherein the formwork panel has a frame running around the perimeter in which the latching recesses are provided as openings on opposing sides of a panel frame for holding the cross-member ends.5. The ceiling formwork system according to claim 4 , wherein the anchoring cross-member has two latching clips projecting at a right angle to the cross-member longitudinal axis with which the anchoring cross-member can be latched on the frame in the latching recesses in such a way that in the latched state a translational displacement of the anchoring cross-member along its longitudinal axis is inhibited.6. The ceiling formwork system according to claim 5 , wherein the two latching clips are provided with a distance from each other at the same end of the anchoring cross-member claim 5 , the shape and the dimension of at least the outer latching clip being ...

Coupling for connecting construction parts, a truss provided therewith and associated method and use

The invention relates to a coupling for connecting construction parts, a truss provided therewith and associated method and use. The coupling comprises a female and a male coupling part. The female coupling part comprises: a tubular receiving part, in the wall of which an opening is provided; a ball which is placed in the opening and which is movable in radial direction of the receiving part; and a locking sleeve which is screwed onto and encloses the receiving part and which by being screwed is movable in the longitudinal direction of the receiving part between an opened position, in which the locking sleeve allows movement of the ball in the opening for the purpose of placing/removing the male coupling part into/from the receiving part, and a closed position in which the locking sleeve locks the male coupling part in the female coupling part with the ball, wherein the male coupling part is an elongate pin which comprises in its outer wall a groove for the ball.

SUPPORTING FRAMEWORK

A supporting framework having at least one connector and at least two bars arranged on the connector. The bars are preferably arranged on the connector at the longitudinal end regions thereof. The connection between the bars and connector is achieved by at least one bolt, in particular, by two bolts. The bolt is or the bolts are preferably designed in the form of plug-in bolts, in particular fit bolts. The bolt has or the bolts have preferably a diameter of more than 28 mm that acts in the connection to the connector. The bars are formed from a steel having an upper yield strength of above 490 MPa. The bar height is less than 200 mm. The bars, bolts, and connector are preferably part of a lattice truss of the supporting framework, wherein the lattice truss has a lattice truss height of at least 2100 mm. 113-. (canceled)14. A supporting framework for bearing an allowable pressure force of between 100 and 1000 kN per scaffolding post , the supporting framework comprising: scaffolding posts arrangeable on the ground; a connector; at least two bars; and at least two bolts , wherein the at least two bars are each arranged on the connector reversibly and releasably by at least one of the bolts , whereina) the at least two bars are composed of steel having an upper yield strength of more than 490 MPa, andb) a height of the bars, as measured perpendicular to a longitudinal axis of the at least two bolts and perpendicular to a longitudinal axis of the at least two bars, is less than 200 mm, whereinc) the at least two bolts are each configured as a plug-in bolt.15. The supporting framework according to claim 14 , wherein the supporting framework is configured to bear an allowable pressure force of between 200 and 600 kN per scaffolding post.16. The supporting framework according to claim 14 , wherein the at least two bars are composed of a steel having an upper yield strength of more than 540 MPa claim 14 , and the bar height is less than 120 mm.17. The supporting framework ...

ADJUSTABLE BEAM

An adjustable beam may include an elongate member extending between a first end and a second end, a first connector pivotably coupled to the first end, and a second connector pivotably coupled to the second end. The first and second connectors each are configured to be releasably coupled to neighboring supporting beams and other adjustable beams.

FORMWORK SYSTEM

A formwork system includes a height-adjustable support for supporting a beam in substantially horizontal or slightly inclined position that includes a support with a central upstanding member and a support arm. The support arm has a rounded socket, and the beam has a cylindrical mounting pin proximate its end. The socket and mounting pin are shaped and sized so that the mounting pin is retained within the socket and they together form a hinge joint. As the mounting pin is retained by the socket of the support arm, it does not shift laterally relative to the support arm as the support arm is vertically adjusted. The variance in the gap between laterally secured forming panels as a response to vertical shift of the support is dependent on the incline angle of the beam and the dimensions of the beam and the support arm. This is predictable within a defined tolerance. 1. A formwork system for supporting one or more forming panels to form a generally horizontal concrete surface , said formwork system comprising:a plurality of supports each comprising a vertically extending post;a drop head mounted on the vertically extending post, for supporting first and second transverse beams between adjacent ones of the plurality of supports;first and second sockets formed on said drop head, each formed on opposite sides of said vertically extending post at defined distances from said vertically extending post, each of the first and second sockets for receiving a mounting pin of the transverse beams, each mounting pin comprising a rounded contact surface;each of said first and second sockets permitting rotation of a received mounting pin about a pin axis while retaining the received mounting pin so that its axis of rotation remains substantially invariant as the received mounting pin rotates in the socket, while the drop head remains stationary.2. The formwork system of claim 1 , wherein each of the first and second sockets has a generally semi-circular cross-section.3. The formwork ...

Formwork structural member

A formwork structural member having at least one core made of a material that has a density between approximately 40 kg/m 3 and approximately 500 kg/m 3 , and at least one metal casing that substantially covers an outer contour of the core, the metal casing being arranged attached to the core.

FORMWORK PANEL FOR CONCRETE-WORK SHUTTERINGS

A formwork panel for concrete-work shutterings includes a supporting structure and a separate formwork skin connected to the supporting structure, characterized in that the supporting structure consists substantially of plastics material; and that the formwork skin, which is constituted by a single formwork skin element substantially of plastics material or by several formwork skin elements substantially of plastics material each, is releasably connected to the supporting structure. 1. A formwork panel having a length , a width , and a thickness , comprising: a first face side and a second face side, wherein the second face side is disposed opposite the first face side;', 'a first peripheral wall, a second peripheral wall, a third peripheral wall, and a fourth peripheral wall, each said peripheral wall extending in a thickness direction between the first face side and the second face side, and wherein the first, second, third, and fourth peripheral walls form a periphery of the supporting structure;', 'a plurality of first intermediate walls, spaced apart from one another and extending between the first peripheral wall and the second peripheral wall, and each said first intermediate wall extending in the thickness direction, and wherein at least one of said first intermediate walls has a double wall configuration defined by a pair of first side wall portions spaced apart from one another, and a material portion extending between the first side wall portions at the second face side, wherein the material portion closes the double wall configuration at the second face side, and the double wall configuration is open at the first face side;', 'a plurality of second intermediate walls, spaced apart from one another and extending between the third peripheral wall and the fourth peripheral wall, and each said second intermediate wall extending in the thickness direction;', 'wherein the plurality of first intermediate walls intersects with the plurality of second ...

AN ADAPTER FOR A FORMWORK SUPPORT STRUCTURE

The present invention relates to an adapter for a formwork support structure comprising a formwork support of a first type, the adapter comprising a mount for positioning the adapter with respect to said formwork support of a first type, said mount supporting a formwork support of a second type. In one form, the mount positions the adapter with respect to a crown type formwork support, and the mount supports a bearer support portion. 1. An adapter for a formwork support structure comprising a formwork support of a first type , the adapter comprising a mount for positioning the adapter with respect to said formwork support of a first type , said mount supporting a formwork support of a second type.2. The adapter of claim 1 , wherein the formwork support of a first type is adapted to provide direct support of formwork.3. The adapter of claim 1 , wherein the formwork support of a first type is adapted to provide direct support of formwork panels.4. The adapter of claim 1 , wherein the formwork support of a first type comprises a plurality of upwardly directed fingers extending from a single vertical support (ie a crown).5. The adapter of claim 1 , wherein the formwork support of a second type is adapted to provide indirect support of formwork.6. The adapter of claim 1 , wherein the formwork support of a second type is a support of bearers for formwork.7. The adapter claim 4 , wherein the mount is adapted to nest between the fingers of the crown.8. The adapter of claim 1 , wherein the mount comprises a securement means for securing the adapter with respect to the formwork support of a first type.9. The adapter of claim 6 , wherein the formwork support of a second type is u-shaped.10. The adapter of claim 6 , wherein the formwork support of a second type comprises a base claim 6 , and a plurality of upwardly extending bearer guides.11. The adapter of claim 1 , wherein the formwork support of a first type is adapted to provide indirect support of formwork.12. The adapter ...

FORMWORK SYSTEM

A formwork system for supporting forming panels to form a horizontal concrete surface. The system includes a height-adjustable support having a central upstanding member providing a vertical abutment surface and a support arm having an inclined portion extending up and away from said central upstanding member. The system also includes a beam having a transverse bar proximate an end. The transverse bar is supported by the inclined portion of the support arm so that said transverse bar moves laterally relative to the inclined portion as the support arm is moved vertically. The beam also has a foot extending from the end of the beam and abutting the abutment surface. The abutment surface opposes lateral movement of the beam relative to the upstanding member. 1. A formwork system for supporting one or more forming panels to form a horizontal concrete surface , said system comprising:a height-adjustable support comprising a central upstanding member providing a vertical abutment surface and a support arm having an inclined portion extending up and away from said central upstanding member;a beam comprising a transverse bar proximate an end, said transverse bar supported by said inclined portion of said support arm so that said transverse bar moves laterally relative to said inclined portion as said support arm is moved vertically; anda foot extending from said end of said beam and abutting said vertical abutment surface, wherein said vertical abutment surface opposes lateral movement of said beam relative to said upstanding member.2. The formwork system of claim 1 , wherein an increase in the height of said support causes said transverse bar to move towards said central upstanding member along said inclined portion.3. The formwork system of claim 1 , wherein a decrease in the height of said support causes said transverse bar to move away from said central upstanding member along said inclined portion.4. The formwork system of claim 1 , wherein an incline angle of said ...

Formwork for performing castings for providing floor slabs

A formwork for performing castings for providing floor slabs, comprising a supporting frame which is provided by assembling prefabricated frame portions, which include at least one pair of frame-like sides, which are constituted by first uprights and crossmembers, which are arranged parallel and spaced apart and connected by connecting elements, and a supporting device for supporting beams of the formwork, which in turn comprises a second upright which can be fixed at the end to the first upright, a supporting head, for at least one supporting beam, arranged coupled slideably along the second upright, and means of reversibly locking the supporting head on a preset position which is defined along the second upright.

Prop head assembly

An apparatus includes a construction column configured to extend perpendicular relative to a ground surface, a construction beam assembly configured to be positioned perpendicular relative to the construction column, and a prop head assembly configured to be fixedly connected to an upper end portion of the construction column and to support the end portion of the construction beam assembly. The prop head assembly defines first and second recesses configured to selectively receive a pin of the construction beam assembly therein.

TRUSS, PERMANENT FORMWORK ELEMENT AND SLAB

A truss () that comprises an elongate metal strip () and an elongate bar (). The elongate metal strip () has a first longitudinally extending edge () and a second longitudinally extending edge (). The first longitudinally extending edge () is in the form of a substantially serrated edge such that apexes () are formed along the first longitudinally extending edge (). The elongate bar () is connected to the elongate metal strip () at the apexes () of the elongate metal strip () such that openings () are formed between the elongate bar () and the serrated edge of the elongate metal strip (). A plurality of trusses () and one or more sheets of material (), having trenches or channels () formed therein, may be used to make a permanent formwork element (). 1. A truss comprisingan elongate metal strip having a first longitudinally extending edge and a second longitudinally extending edge, cut-out sections provided at the first longitudinally extending edge and apexes are formed along the first longitudinally extending edge, andan elongate bar connected to the elongate metal strip at the apexes of the elongate metal strip,such that openings are formed between the elongate bar and the first longitudinally extending edge, having the cut-out sections, of the elongate metal strip, andwherein the elongate bar is connected along its length to the metal strip such that the elongate bar is located substantially central to the first longitudinally extending edge of the elongate metal strip.2. A truss according to claim 1 , wherein the metal strip and the longitudinal axis of the elongate bar are in the same plane.3. A truss according to claim 1 , wherein the first longitudinally extending edge is a serrated edge formed by the cut-out sections.4. A truss according to claim 1 , wherein the elongate bar is connected to the metal strip by welding the apexes to the elongate bar.5. A truss according to claim 1 , wherein the openings are substantially triangular in shape.6. A truss ...

Integrated Construction System

Various implementations described herein are directed to an integrated construction system. In one implementation, the integrated construction system includes a first panel for a formwork configuration of the integrated construction system, a second panel for a shoring configuration of the integrated construction system, and a third panel for a worker access configuration of the integrated construction system. The first panel, the second panel and the third panel are the same panel type. 1. An integrated construction system , comprising:a first panel for a formwork configuration of the integrated construction system;a second panel for a shoring configuration of the integrated construction system; anda third panel for a worker access configuration of the integrated construction system;wherein the first panel, the second panel and the third panel comprise a same panel type.2. The integrated construction system of claim 1 , wherein the panel type comprises a form panel.3. The integrated construction system of claim 2 , wherein the form panel comprises an aluminum form panel.4. The integrated construction system of claim 2 , wherein the second panel is supported by a header beam in the shoring configuration.5. The integrated construction system of claim 4 , wherein the header beam is coupled to a plurality of posts.6. The integrated construction system of claim 5 , wherein the header beam comprises an aluminum header beam and wherein the plurality of posts comprises a plurality of aluminum posts.7. The integrated construction system of claim 5 , wherein at least one bracing assembly is coupled between the plurality of posts.8. The integrated construction system of claim 7 , wherein the at least one bracing assembly comprises:a first modular ledger;a second modular ledger; andat least one ledger strut.9. The integrated construction system of claim 8 , wherein the bracing assembly comprises two ledger struts and ledger brace members.10. The integrated construction system ...

PROP HEAD ASSEMBLY

Apparatus is provided for vertically-extending construction column and horizontal construction beam assembly having beam-reference portion. Apparatus includes prop head assembly configured to be fixedly connected to vertically-extending construction column, and also configured to support horizontal construction beam assembly once the prop head assembly is fixedly connected to vertically-extending construction column. Prop head assembly includes first beam-locating feature and second beam-locating feature. First beam-locating feature configured to selectively receive, at least in part, the beam-reference portion. Second beam-locating feature configured to selectively receive, at least in part, the beam-reference portion. Second beam-locating feature is also configured to receive beam-reference portion once the beam-reference portion is inadvertently displaced away from first beam-locating feature and from vertically-extending construction column and toward second beam-locating feature. 1. An apparatus , comprising:a prop head assembly configured to be fixedly connected to a vertically-extending construction column; andthe prop head assembly also configured to support, at least in part, a horizontal construction beam assembly once the prop head assembly is fixedly connected to the vertically-extending construction column, in which the horizontal construction beam assembly has a beam-reference portion; andthe prop head assembly including a first beam-locating feature configured to selectively receive, at least in part, the beam-reference portion of the horizontal construction beam assembly; andthe prop head assembly also including a second beam-locating feature spaced apart from the first beam-locating feature, and the second beam-locating feature configured to selectively receive, at least in part, the beam-reference portion; andwherein the second beam-locating feature is further configured to receive the beam-reference portion of the horizontal construction beam ...

HEAD FOR A PROP

The invention relates to a head for a formwork prop, which comprises a lower pin for connecting to the prop, a base for supporting beams, and four projections arranged to form a rectangle defining a long side and a short side, each projection being disposed at a corner of said rectangle, the rectangle delimiting an area for receiving beams. The head comprises two plates perpendicular to the support base, the plates being arranged parallel to each other and to the long side such that the plates leave a space therebetween for a beam and respective spaces for a beam in the space between the ends of the plates and one of the projections, each plate comprising at least two housings for attaching a beam. 1. A head for a formwork prop , comprising:a lower pin for connecting to the prop,a support base for beams and four projections arranged so as to form a rectangle that defines a long side and a short side, in which each projection is arranged in a corner of the rectangle, said rectangle delimiting the beam-receiving region,two plates perpendicular to the support base, the plates being arranged in parallel with one another and in parallel with the long side, in such a way that they leave a space for a beam between plates and leave a space for a beam in each case in the space between the ends of the plates and one of the projections, each plate having at least two receptacles for securing beams.2. The head according to claim 1 , wherein each receptacle in each of the plates is aligned with another receptacle in the parallel plate claim 1 , along a line that is parallel to the short side.3. The head according to claim 1 , wherein the receptacles are located in the upper edge of the plates.4. The head according to claim 1 , wherein the receptacles are located symmetrically with respect to the center of the rectangle.5. The head according to comprising a base plate which constitutes the support base and to which the plates are connected.6. The head according to comprising a ...

PLATFORM AND A KIT THEREFOR

A platform and a kit therefor. The platform and the kit comprises quad-chord trusses attachable end-to-end and having connector members intermediate thereof, and further comprising beams attachable at their ends to the connector members so that a beam attaches two parallel trusses. A truss comprises first and second pairs of chords which are foldable for storage and transport and unfoldable to use for erection of the platform. A track lies between the upper chords to allow movement of bolts along the track into position to attach for insertion into decking apertures for attachment of the decking. The kit also includes a sturdy and reliable and easy to use tie-up mechanism and railing along the platform perimeter which is quickly and easily attachable and reliable. 1. A truss comprising at least two spaced chords , means for attaching said spaced chords , a track disposed between said chords and extending longitudinally thereof , said track comprising a sheet which is formed to have a bottom wall which is attached to said means for attaching said chords , a pair of side walls extending upwardly from said bottom wall , and a pair of upper walls extending toward each other from said side walls respectively and having a pair of terminal edges respectively which are spaced from each other to define an elongate slot extending longitudinally of said track and a channel between said upper , lower , and side walls , and a plurality of pairs of aligned notches in said terminal edges which pairs of aligned notches are spaced longitudinally of said track.2. A truss according to wherein the truss is a quad-chord truss which comprises a first pair of spaced ones of said at least two spaced chords and a second pair of spaced ones of said at least two spaced chords claim 1 , wherein said first pair is spaced from said second pair.3. A truss according to wherein said means for attaching said spaced chords comprises a plurality of braces rigidly attaching said spaced chords claim 1 , ...

CONSTRUCTION COMPONENT

A prop head assembly is configured to be fixedly connected to a vertically-extending construction column, and also configured to support a horizontal construction beam assembly once the prop head assembly is fixedly connected to the vertically-extending construction column. The prop head assembly includes a first beam-locating feature and a second beam-locating feature. The first beam-locating feature is configured to selectively receive, at least in part, a beam-reference portion. The second beam-locating feature is also configured to receive the beam-reference portion once the beam-reference portion is inadvertently displaced away from the first beam-locating feature and from the vertically-extending construction column and toward the second beam-locating feature. 1. A panel-frame assembly of a construction component , the panel-frame assembly comprising: a first structural member having opposing first and second ends; and', 'a second structural member having opposing first and second ends, the first and second structural members being connected to one another at a junction formed between the first ends of the first and second structural members, the first ends of the first and second structural members being positioned at an angle relative to one another; and, 'a frame includinga first corner reinforcement bracket secured to the junction.2. The panel-frame assembly according to claim 1 , wherein the first corner reinforcement bracket is L-shaped.3. The panel-frame assembly according to claim 1 , wherein the first corner reinforcement bracket has a height that extends from an upper end section of the frame to a lower end section of the frame.4. The panel-frame assembly according to claim 1 , wherein the first corner reinforcement bracket includes a pair of first and second panel sections merged with one another to form a ninety-degree angle therebetween.5. The panel-frame assembly according to claim 1 , wherein the first end of the first structural member includes ...

FILLER BEAM ASSEMBLY

A filler beam assembly () of a formwork structure () is disclosed. The filler beam assembly () includes a beam () having a first end () and a second end () distal to the first end (). The first end () and the second end () are adapted to be in contact with top plates () of respective drop head assemblies. The beam () includes a top surface () having a drophead interface edge (112) at the first end () and a drophead interface edge () at the second end (104). The filler beam assembly () includes a first lip () formed on one side of the beam () and adapted to accommodate one of a timber runner () and a PU insert for being nailed with a plywood positioned adjacent to the top surface () of the beam (), and an additional lip () disposed below the first lip () and adapted to be accommodate a head portion () of a cross beam (). 1100500. A filler beam assembly () of a formwork structure () comprising:{'b': '101', 'claim-text': [{'b': 102', '104', '102', '102', '104', '504, 'a first end () and a second end () distal to the first end (), wherein the first end () and the second end () are adapted to be in contact with top plates () of respective drop head assemblies; and'}, {'b': 110', '112', '102', '114', '104, 'a top surface () having a drophead interface edge () at the first end () and a drophead interface edge () at the second end ();'}], 'a beam () comprising{'b': 202', '101', '300', '110', '101, 'a first lip () formed on one side of the beam () and adapted to accommodate one of a timber runner () and a Polyurethane (PU) insert for being nailed with a plywood positioned adjacent to the top surface () of the beam (); and'}{'b': 204', '202', '400', '506, 'is an additional lip () disposed below the first lip () and adapted to be accommodate a head portion () of a cross beam ().'}2100101. The filler beam assembly () as claimed in claim 1 , wherein the beam () is formed of one of an Aluminium extrusion of high-grade Aluminium alloy and of plate bent steel sections.3100112114. ...

QUAD-CHORD TRUSS AND PLATFORM CONTAINING SAME

A foldable quad-chord truss which can be connected end-to-end with like trusses. Each pair of chords are rigidly attached, and connector members intermediate the ends are swivelly attached to the chord pairs to effect the folding into a compact shape for transport and storage. The connector members are adapted for attachment to connector members of beams which may extend perpendicular to a parallel pair of the trusses and attached thereto. The laid trusses and beams is overlaid with sheets of corrugated sheet metal which overlap each other along their adjacent edges. While standing on a sheet of laid sheet metal adjacent ends of an already laid pair of trusses, another truss can be held adjacent the edge of the sheet metal for attaching an end of the other truss along only one side so that it can then be swung outwardly into a position wherein the other end of the other truss can also be attached to rigidly connect the trusses end-to-end. 1. A quad-chord truss comprising a first pair and a second pair of chords , first webbing rigidly attaching said chords of said first pair , second webbing rigidly attaching said chords of said second pair , at least two connector members spaced longitudinally of said chords and interconnecting said first pair of chords with said second pair of chords in a manner to effect folding of said chords between a first position wherein said first pair of chords is spread apart from said second pair of chords for use in a platform and a second position wherein said first pair of chords is folded next to said second pair of chords for transport and storage thereof.2. A truss according to further comprising for each of said connector members a bracket rigidly attached to each of said chords and a fastener swivelly attaching said respective connector member to said respective bracket claim 1 , wherein said fasteners for each of said pairs of chords are aligned so that both of said first pair of chords have the same swivelling axis and so that ...

Building construction system with split precast horizontal floor supports

The disclosed building construction system with split precast horizontal floor supports combines the strength and ease of construction of pre-cast concrete, with ease of transportation of cast-in-place concrete. The system avoids the requirement of casting difficult shapes by breaking the complex T-shape sections of prior patents into separate flat pieces. The formwork for flat pieces is simpler than that of complex items that include both long and wide components. For examine, T-shapes and cross-shapes are hard to cast and difficult to transport because these shapes do not sit flat, and thus must be supported at their ends. Instead of this complex casting and transport, the slabs are separated into shapes that can later be placed around the columns. This simulates the strength of a fully-precast system, while reducing the precast costs and transportation costs. 1. A hybrid precast and cast-in-place structure comprising: the precast column installed in a vertical position;', 'the precast column formed from two or more precast column segments;', 'the two or more precast column segments connected by bridging rebar;, 'a precast column;'} the precast central member installed in a horizontal position;', 'the precast central member formed from two or more precast central member components;', 'the two or more precast central member components surrounding the bridging rebar;', 'the two or more precast central member components resting on one of the two or more precast column segments;, 'a precast central member;'}wherein after assembly of the precast column and precast central member, concrete is poured across the hybrid precast and cast-in-place structure to create a unified structure;whereby forming the precast column and the precast central member in pieces simplifies formwork requirements and transportation.2. The hybrid precast and cast-in-place structure of claim 1 , wherein:the two or more precast central member components each include two or more component arms ...

Coupling for Connecting Construction Parts, a Truss Provided Therewith and Associated Method and Use

The invention relates to a coupling for connecting construction parts, a truss provided therewith and associated method and use. The coupling comprises a female and a male coupling part. The female coupling part comprises: a tubular receiving part, in the wall of which an opening is provided; a ball which is placed in the opening and which is movable in radial direction of the receiving part; and a locking sleeve which is screwed onto and encloses the receiving part and which by being screwed is movable in the longitudinal direction of the receiving part between an opened position, in which the locking sleeve allows movement of the ball in the opening for the purpose of placing/removing the male coupling part into/from the receiving part, and a closed position in which the locking sleeve locks the male coupling part in the female coupling part with the ball, wherein the male coupling part is an elongate pin which comprises in its outer wall a groove for the ball. 1. A coupling for connecting construction parts , comprising a female coupling part and a male coupling part for placing in the female coupling part , the female coupling part comprising:a receiving part which is at least partially tubular and comprises at its outer end an insertion opening for receiving the male coupling part in the tubular portion, wherein at least one through-opening is provided in the wall of the tubular portion of the receiving part;a ball which is placed in the at least one through-opening and which is movable in radial direction of the receiving part; anda locking sleeve which is screwed onto the receiving part and encloses the receiving part, wherein by being screwed the locking sleeve is movable relative to the receiving part in the longitudinal direction of the receiving part between an opened position, in which the locking sleeve allows a movement of the ball in the at least one through-opening in a direction away from the longitudinal axis of the receiving part for the purpose ...

DEVICE FOR DISMOUNTABLY CONNECTING TWO INTERSECTING FORMWORK BEAMS

The invention relates to a device for dismountably connecting two intersecting formwork beams, which comprises a single-component elastic structure with two intermediate arms joining together respective areas for pressing the two beams together in support areas, and which can longitudinally slide over one of the beams until it reaches the other beam, the device being elastically deformed by means of pressure or impact thereon, so as to clamp or hold both beams and press them together. 1. A device for dismountably connecting two intersecting formwork beams comprising a resilient single-component structure having two intermediate arms joining together respective regions for pressing the two beams together at support regions ,wherein the resilient single-component structure is configured to slide longitudinally over one of the beams until reaches the other beam and, by means of pressure or impact on the device, elastic deformation of the device is produced so as to clamp or hold both beams and press them together.2. The device according to claim 1 , wherein the single-component structure is composed of a rod made of resilient material that has two intermediate arms that extend at their upper ends into respective extensions for pressing on support regions of one of the beams to be connected claim 1 , while at the other end they extend into a U- or V-shaped bridge for pressing on the support region of the opposite beam to be joined.3. The device according to claim 2 , wherein each of the two assemblies formed by each of the intermediate arms and its corresponding extension ends claim 2 , at the side opposite the U- or V-shaped bridge claim 2 , in an end portion claim 2 , said end portions being mutually coaxial to allow the device to tilt about the axis of coaxiality of the end portions.4. The device according to claim 2 , wherein the two intermediate arms both have double elbows in their upper portion claim 2 , being joined to respective claim 2 , substantially straight ...

LARGE AREA SLAB PANEL FORMWORK SYSTEM

The various embodiments of the present invention provide a modular slab formwork with easy shuttering and de-shuttering assembly. The formwork comprises a formwork panel and a drophead. The formwork panel comprises a plurality of side connectors, a base frame, and a form-lining. The base frame comprises a corner element on each corner. The drophead is connected to each corner of the formwork panel through the corner element. The corner element forms a locking notch to lock at least two formwork panel with each other as well as with the drophead. 1. A modular slab formwork with easy shuttering and de-shuttering assembly comprising:a formwork panel, wherein the formwork panel comprises a plurality of side connectors, a base frame, and a form-lining, wherein the base frame comprises a corner element on each corner;a drophead, wherein the drophead is connected to each corner of the formwork panel through the corner element; anda prop, wherein the prop creates a vertical support to the formwork panel through the drophead over a ground surface;wherein, the drophead is hooked to a slotted window of each corner element, wherein the corner element facilitates locking of at least two formwork panel with each other as well as with the drophead through the slotted window.2. The slab formwork as claimed in claim 1 , wherein the base frame has a chamfered corner element with a slotted window and a bottom rim.3. The slab formwork as claimed in claim 1 , wherein claim 1 , the drophead comprises a top plate claim 1 , a fly plate claim 1 , a wedge claim 1 , a stem claim 1 , a bottom plate and a locking bolt.4. The slab formwork as claimed in claim 3 , wherein a base plate of the prop is connected to the bottom plate through the locking bolt claim 3 , wherein the stem is fixed at a central axis of the bottom plate and further connected vertically to the wedge and the top plate respectively.5. The slab formwork as claimed in claim 1 , wherein a corner of the base frame is chamfered at ...

SUPPORT HEAD HAVING A LOWERABLE SUPPORT HEIGHT FOR A FORMWORK SUPPORT

The invention relates to a support head () for attachment to a formwork support (-) for creating the formwork for a floor () using a large number of floor formwork elements (-) which each have a form surface (). The support head () has two support portions () suitable for supporting at least one pair of adjacent floor formwork elements () of the large number of floor formwork elements (-). The support head () has an adjustment device () for moving a first support portion () into an arrangement in which the floor formwork element () which can be mounted on the first support portion () can be mounted thereon on at least one subjacent mounting point (P) which is at a lower mounting height (h) than a formwork mounting height (h). The mounting point (P) of the second support portion () remains at the formwork mounting height (h). 120201818441414222020alau. Support head ( , ) for attachment to a formwork support (-) for creating the formwork for a floor () using a large number of floor formwork elements (-) which each have a form surface (); wherein the support head ( , ) has:{'b': 28', '20', '20', '30', '18', '18, 'sup': '(l)', 'i': a', 'l, 'a connecting portion () for connecting the support head (, ) to a shaft portion () of the formwork support (-);'}{'b': 32', '34', '14', '14', '14', '14', '14', '14', '32', '34, 'i': j', 'k', 'a', 'u', 'j', 'k, 'sub': 1', '2, 'two support portions (, ) suitable for supporting at least one pair of adjacent floor formwork elements (, ) of the large number of floor formwork elements (-) such that each one of the floor formwork elements (, ) of the adjacent pair can be mounted on each of the support portions (, ) on at least one mounting point (P, P);'}{'sub': 1', '2', '1, 'wherein the mounting points (P, P) have a substantially equal formwork mounting height (h);'}{'b': 20', '20', '46', '32', '14', '32, 'sup': '(l)', 'i': 'j', 'sub': 3', '2', '1, 'wherein the support head (, ) has an adjustment device () for moving a first support ...

ERECTED PLATFORM AND METHOD OF ERECTING THEREOF

An erected platform which contains parallel lines of trusses connected end-to-end and method of erecting thereof, as illustrated in FIGS. to . Each truss has two sides for chords respectively, with apertures or eyelets at the ends. First and second other trusses for a pair of parallel lines respectively are connected by positioning a first other truss adjacent the decking laid on an existing platform portion. Apertures on first respective sides of the first other truss and one of the existing trusses are connected by a first pin and the first other truss swung into an end-to-end position with the one existing truss and a second pin inserted in apertures on second respective sides of the first other truss and the one existing truss. The first pin is removed and the first other truss swung out of the way so that the second other truss may be attached. The second other truss is positioned adjacent the existing decking and similarly connected end-to-end with the other existing truss. The first other truss is then swung back into position for end-to-end attachment to the one existing truss and the second pin re-inserted. 1. An erected platform wherein the platform is erected by the steps of:providing an existing platform portion which has decking laid on existing parallel trusses wherein an edge of the decking is adjacent ends of two existing ones of the parallel trusses;positioning a first other truss generally adjacent the edge of the decking;aligning apertures on one side of each of ends to be connected of one of the existing trusses and the first other truss;inserting a first pin in the aligned apertures on the one sides respectively of the one existing truss and the first other truss;swinging the first other truss about the first pin to a position for connecting of other sides of the ends to be connected of the first other truss to the one existing truss;aligning apertures on the other side of each of the ends to be connected of the one existing truss and the first ...

FOLDABLE QUAD-CHORD TRUSS

A foldable quad-chord truss which can be connected end-to-end with like trusses. The chords of each pair of chords are rigidly attached, and connector members intermediate the ends are each swivelly attached to each of the chords of each chord pair to effect the folding into a compact shape for transport and storage. The connector members are adapted for attachment to beams or connector members thereof which beams may extend between a parallel pair of the trusses. 1. A quad-chord truss comprising a first pair and a second pair of chords , first webbing rigidly attaching said chords of said first pair , second webbing rigidly attaching said chords of said second pair , at least two connector members spaced longitudinally of said chords , wherein each of said connector members is attached to both of said first pair of chords and to both of said second pair of chords in a manner to effect folding of said chords between a first position wherein said first pair of chords is spread apart from said second pair of chords for use in a platform and a second position wherein said first pair of chords is folded next to said second pair of chords for transport and storage thereof.2. A truss according to further comprising for each of said connector members a bracket rigidly attached to each of said chords and a fastener swivelly attaching said respective connector member to said respective bracket claim 1 , wherein said fasteners for each of said pairs of chords are aligned so that both of said first pair of chords have the same swivelling axis and so that both of said second pair of chords have the same swiveling axis.3. A truss according to further comprising means for locking the truss in said first position claim 2 , wherein said locking means comprises for at least one of said connector members a protruding member on one of said respective bracket and said at least one connector member and an aperture on the other of said respective bracket and said at least one connector ...

Modular Posts of an Integrated Construction System

Various implementations described herein are directed to a modular post of an integrated construction system. In one implementation, the modular post includes a longitudinal extruded post having a first end and a second end. Each end of the longitudinal extruded post is configured to receive a post end component. The longitudinal extruded post includes a plurality of grooves cut into the longitudinal extruded post at predetermined locations along the post. 1. A modular post of an integrated construction system , comprising: a first end and a second end, each end configured to receive a post end component; and', 'a plurality of grooves cut into the longitudinal extruded post at predetermined locations along the post., 'a longitudinal extruded post having2. The modular post of claim 1 , wherein the longitudinal extruded post is constructed of aluminum.3. The modular post of claim 1 , wherein the modular post includes at least one post fitting mechanically fastened to the longitudinal extruded post.4. The modular post of claim 3 , wherein the at least one post fitting is coupled to the post by sliding the at least one post fitting down the longitudinal extruded post and twisting the at least one post fitting into place.5. The modular post of claim 4 , wherein the at least one post fitting is twisted into place at one of the plurality of grooves.6. The modular post of claim 5 , wherein the at least one post fitting is fastened to the longitudinal extruded post using a screw.7. The modular post of claim 1 , wherein the longitudinal extruded post includes a plurality of ribs along the longitudinal extruded post.8. The modular post of claim 7 , wherein the plurality of grooves are cut into the plurality of ribs.9. The modular post of claim 1 , wherein the post end component comprises a post end fitting.10. The modular post of claim 9 , wherein the post end fitting is a permanent fitting.11. The modular post of claim 1 , wherein the post end component comprises screw leg ...

METHOD AND SYSTEM TO SECURE SHORING DECK TO A COLUMN

The disclosure is directed to a method and system for securing a shoring deck to a column. The method includes providing a first beam bracing against a column, wherein the first beam is disposed at a first longitudinal axis that is perpendicular to a long axis of the column. The method includes coupling the first beam to first and second deck beams of a plurality of deck beams of a shoring deck. The method also includes providing a second beam bracing against the column and coupling the second beam to third and fourth deck beams of the plurality of deck beams. The method further includes positioning the first and second beams with respect to the column such that respective first and second longitudinal axes through the respective first and second beams are aligned at an acute angle with respect to each other. 131-. (canceled)32. A system for securing a shoring deck with a plurality of deck beams to a column , the system comprising:a first beam bracing against a column, wherein the first beam is coupled to at least one deck beam of a shoring deck, such that the first beam extends along a first longitudinal axis;a second beam bracing against the column, wherein the second beam is coupled to at least one deck beam of the shoring deck, such that the second beam extends along a second longitudinal axis,wherein the first longitudinal axis and the second longitudinal axis are aligned at an acute angle with respect to each other.33. The system of claim 32 , wherein the column has opposing first and second side surfaces claim 32 , wherein the first beam is bracing against the first side surface of the column claim 32 , and wherein the second beam is bracing against a corner of the second side surface of the column.34. The system of claim 32 , wherein the first beam is bracing against a first corner of the column claim 32 , and wherein the second beam is bracing against a second corner of the column claim 32 , wherein the first corner is an opposite corner from the second ...

IMPROVEMENTS IN BUILDING SYSTEMS, PANEL SYSTEMS, AND FORMWORK SYSTEMS, PANELS AND FORMWORK FOR BUILDING & METHODS OF BUILDING USING PANELS AND FORMWORK

A building system () including a panel system () and a formwork system (). The panel system () includes a plurality of modular panels () arranged to fit with one another in a predetermined grid arrangement () to form side walls of a building in a fitted condition. At least the bottom sides () of each of the modular panels () includes a plurality of apertures () that are arranged at predetermined spaced apart locations along the bottom side () so as to coincide with the predetermined grid arrangement (). The formwork system () includes a plurality of modular formwork members () that are associated with each of the modular panels () to provide a supporting slab () having slab apertures () to allow coupling with the modular panels (). Modular panels (), formwork members () and associated methods of use are also disclosed. 133-. (canceled)34. A panel system including a plurality of preformed modular panels arranged to fit with one another in a predetermined regular grid arrangement to form coextensive side walls of a building in a fitted condition , the plurality of preformed modular panels including one or more preformed straight panels and one or more preformed corner panels arranged to allow a change in direction between successive ones of the one or more preformed straight panels ,wherein each of the one or more preformed straight panels and the one or more preformed corner panels include a front side, a back side, a bottom side, a topside, and opposing sides arranged to abut with an adjacent one of the plurality of preformed modular panels;wherein at least the bottom sides of each of the one or more preformed straight panels and the one or more preformed corner panels include a plurality of apertures that are arranged at predetermined spaced apart locations therealong so as to coincide with the predetermined regular grid arrangement, andwherein the one or more preformed straight panels and the one or more preformed corner panels are dimensioned such that the ...

SUPPORT DEVICE, OF THE DROP HEAD TYPE, FOR SUPPORTING BEAMS OF FORMWORKS FOR FLOOR SLABS, APPARATUS COMPRISING SUCH DEVICE AND SUPPORTING BEAM TO BE ASSOCIATED WITH THE DEVICE

A support device, of the drop head type, for supporting beams of formworks for floor slabs, to an apparatus comprising such device, and to a supporting beam to be associated with the device; the device comprises an upright, a supporting head coupled to the upright, and a lower shank. The supporting head in turn comprises: 1. A support device , of the drop head type , for supporting beams of formworks for floor slabs , which comprises an upright , a supporting head coupled to said upright , and a lower shank , said supporting head in turn comprising:two plates which are arranged mirror-symmetrically and laterally adjacent to mutually opposite sides of said upright,at least two mirror-symmetrical recesses, each one obtained on a respective one of said plates,said device being provided with resting regions, of which one resting region is for resting the end of a supporting beam against a lateral part of said upright and two are a pair of mirror-symmetrical resting regions on said at least two recesses, each one of said recesses being substantially V-shaped with at least one of the side walls being planar and inclined by an extent such as to define a variable resting along said side wall.2. The device according to claim 1 , wherein each one of said at least two recesses is provided with a flat bottom claim 1 , which is substantially perpendicular to the axis of extension of said upright.3. The device according to claim 1 , wherein said lower shank claim 1 , which protrudes from a plate at a lower end of said upright claim 1 , is open on opposite sides and wherein inside said shank there is an engagement element with which elastic means are associated and which can rotate about an axis which is transverse to said shank claim 1 , from a first configuration to a second configuration for which it is adapted to protrude with a hook-shaped portion from a hole provided in the upright above said plate claim 1 , said engagement element being pushed so as to rotate by the elastic ...

Device for dismountably connecting two intersecting formwork beams

The invention relates to a device for dismountably connecting two intersecting formwork beams, which comprises a single-component elastic structure with two arms joining together respective areas for pressing the two beams together in support areas, and which can longitudinally slide over one of the beams until it reaches the other beam, the device being elastically deformed by means of pressure or impact thereon, so as to clamp or hold both beams and press them together.

Clamp for coupling props to beams, prop comprising same and assembly method

An elastic clamp is for coupling props to beams. The clamp includes a minimum of two elastic wings able to hold and exert pressure on opposite lateral faces of the beam to be supported by the prop. The clamp allows the prop to be retained in a place selected along the beam to be supported, and prevents the prop from falling and rotating sideways.

HOLDER FOR HOLDING A RAILING COMPONENT ON A CEILING FORMWORK PANEL

A holder for holding an object on a formwork panel, in particular for holding a railing component on a ceiling formwork panel, wherein the holder is configured for being affixed to the formwork panel, and the formwork panel has two longitudinal edge supports and two transverse edge supports, 1. A holder for holding an object on a formwork panel wherein the holder is configured for being affixed to the formwork panel , and the formwork panel has two longitudinal edge supports and two transverse edge supports ,wherein the holder has a first arm that is configured for engaging with a longitudinal edge support of the formwork panel and a second arm that extends transverse to the first arm, forms an angle space together with the first arm, and is configured for engaging with the second arm,wherein the first arm has a first projection for being introduced into an opening of the longitudinal edge support on its side facing the angle space, and the second arm has a second projection for being introduced into an opening of the transverse edge support on its side facing the angle space;and that the holder has a movement mechanism with which the projection of one of the two arms can be moved in the direction toward the other of the two arms, so as to tighten the holder.2. The holder according to claim 1 , wherein the movement mechanism is configured in such a manner that the projection of the said one arm can be moved relative to this one arm claim 1 , using the mechanism claim 1 , or can be configured in such a manner that the said one arm can be moved together with the projection claim 1 , using the mechanism.3. The holder according to claim 1 , wherein the projection of the said one arm and/or the projection of the other arm is/are configured as a rear engagement projection claim 1 , for engaging behind the edge of the opening into which it is introduced.4. The holder according to claim 1 , wherein at least one of the two arms has a further projection for engaging with the ...

CONNECTING SYSTEM FOR DISMOUNTABLY CONNECTING TWO INTERSECTING FORMWORK BEAMS

A connecting system is for dismountably connecting two intersecting formwork beams. The system includes a resilient single-component structure having two intermediate arms joining together respective regions for pressing the two intersecting formwork beams together at support regions. The resilient single-component structure is configured to slide longitudinally over one of the two intersecting formwork beams. Pressure or impact on the resilient single-component structure produces elastic deformation of the resilient single-component structure so as to clamp or hold the two intersecting formwork beams and press them together. The two intermediate arms extend at their upper ends into respective extensions for pressing on support regions of one of the beams to be connected, while at the other end they extend into a U- or V-shaped bridge for pressing on the support region of the opposite beam to be joined. Each of the intermediate arms has double elbows joined to respective straight-parallel extensions. 1. A connecting system for dismountably connecting two intersecting formwork beams comprising a resilient single-component structure having two intermediate arms joining together respective regions for pressing the two intersecting formwork beams together at support regions ,wherein the resilient single-component structure is configured to slide longitudinally over one of the two intersecting formwork beams until reaches the other one of the two intersecting formwork beams and, by means of pressure or impact on the resilient single-component structure, elastic deformation of the resilient single-component structure is produced so as to clamp or hold two intersecting formwork beams and press them together,wherein the single-component structure is composed of a rod made of resilient material that has two intermediate arms that extend at their upper ends into respective extensions for pressing on support regions of one of the beams to be connected, while at the other end ...

SUPPORT HEAD, CEILING SUPPORT, AND CEILING FORMWORK HAVING SUCH A CEILING SUPPORT

A support head and a ceiling support. The support head in particular has a plate-shaped design and has multiple guide tabs. The guide tabs are arranged or provided in such a way that a formwork element is secured on the support head so as to prevent shifting, preferably at various positions. The support head has widely opened first guide tabs that are situated opposite from less widely opened guide tabs. This asymmetry of the support head allows the support head to be situated close to a wall corner, while at the same time the formwork element can be easily fastened. 115-. (canceled)16. A support head for a ceiling support for a ceiling formwork , the support head comprising:a) a connecting area in which the support head is connectable to a formwork support;b) a support plane for supporting a formwork element of the ceiling formwork and/or a beam of the ceiling formwork; andc) guide tabs that protrude away from the connecting area, the guide tabs having a design that opens outwardly from the connecting area, wherein the guide tabs include first guide tabs on a first side of the support head, which have a design that is more widely opened than second guide tabs on a second side of the support head situated opposite from the first side.17. The support head according to claim 16 , wherein the guide tabs each have at least one protrusion for partially engaging behind a formwork element perpendicular to the support plane.18. The support head according to claim 16 , wherein the first guide tabs are arranged as a first guide tab pair and a second guide tab pair claim 16 , and second guide tabs are arranged as a third guide tab pair and a fourth guide tab pair.19. The support head according to claim 18 , wherein the first guide tab pair together with the third guide tab pair defines a first channel guide claim 18 , and the second guide tab pair together with the fourth guide tab pair defines a second channel guide claim 18 , wherein a flat claim 18 , continuous frame ...

SUPPORT STRUCTURE FOR A FORMWORK PANEL

A support structure for a formwork panel having a support structure and a formwork skin positioned on the front of the support structure and attached to the support structure, wherein the support structure has at least one edge girder on a pair of opposite edges and a plurality of transverse girders between these two edge girders which run transversely to these two edge girders, characterized in that at least some of the transverse girders are designed as a profile girder, comprising a flange at its first end arranged at the front of the support structure, a tubular hollow section at its second end away from the front of the support structure, and between them a preferably wall-like member connecting the first end and the second end. 1. A support structure for a formwork panel having a support structure and a formwork skin positioned on the front of the support structure and attached to the support structure ,wherein the support structure has at least one edge girder on a pair of opposite edges and a plurality of transverse girders between these two edge girders which run transversely to these two edge girders,wherein at least some of the transverse girders are designed as a profile girder, comprising a flange at its first end arranged at the front of the support structure, a tubular hollow section at its second end away from the front of the support structure, and between them a wall-like member connecting the first end and the second end.2. The support structure according to claim 1 ,wherein the at least one profile girder is an extruded profile made of aluminum.3. The support structure according to claim 1 ,wherein the at least one profile girder has a finger hole in the member or a plurality of finger holes over the length of the profile girder.4. The support structure according to claim 3 ,wherein the finger hole, or the finger holes, is or are elongated in the longitudinal extension direction of the profile girder and is or are delimited on the side adjacent ...

SLEEVE FOR CONCRETE SLAB PENETRATION

A sleeve for forming a channel through a concrete slab is described herein. The sleeve includes a sleeve body with top and bottom ends extending along a longitudinal axis, wherein the top end is wider than the bottom end. The sleeve includes an attachment flange attached to the bottom end that extends laterally outward with respect to the longitudinal axis. The attachment flange may be secured to a concrete form. An alternative sleeve has an attachment mechanism protruding from the first end of the sleeve body for facilitating the attachment of the sleeve body to a concrete form. In some embodiments, the sleeve can also include a removal mechanism disposed at the second end of the sleeve body to facilitate removal of the sleeve body from the concrete slab. Various sleeve configurations are described, some of which are reusable and some of which are one-time use only. 1. A sleeve for forming a channel through a concrete slab , the sleeve comprising:a sleeve body having a top end and a bottom end extending along a longitudinal axis, wherein the top end has a first cross-sectional area perpendicular to the longitudinal axis and the bottom end has a second cross-sectional area perpendicular to the longitudinal axis, wherein the first cross-sectional area of the top end is greater than the second cross-sectional area of the bottom end; andan attachment flange attached to the bottom end of the sleeve body, wherein the attachment flange extends laterally outward from the bottom end with respect to the longitudinal axis, the attachment flange being configured to facilitate attachment of the sleeve body to a concrete form.2. The sleeve of claim 1 , wherein the sleeve body is tapered between the top end and the bottom end claim 1 , such that a cross-sectional area of the sleeve body perpendicular to the longitudinal axis incrementally decreases from the top end to the bottom end.3. The sleeve of claim 1 , wherein the attachment flange extends along a plane perpendicular to ...

FORMWORK PART AND CEILING FORMWORK COMPRISING SUCH A FORMWORK PART

A formwork part having a compensation element with two transverse supports connected to a longitudinal support. An outer support is movably situated on the transverse supports. A center support may be detachably fastened to the transverse supports. The longitudinal support, the outer support, and/or the center support have/has, preferably at both ends, at least one support head receptacle, in particular formed as a connecting protrusion, in particular at least two support head receptacles, preferably formed as connecting protrusions. The connecting protrusions may be hooked into ceiling supports of the ceiling formwork. The ceiling formwork includes such a formwork part and a formwork element. The formwork element has at least one support head receptacle, in particular formed as a connecting protrusion, which may be hooked into the ceiling support of the ceiling formwork. The ceiling formwork may include the ceiling support, and the ceiling formwork may have a dual support. 115-. (canceled)16. A formwork part for a ceiling formwork , the formwork part comprising a compensation element , wherein the compensation element comprises:a base frame having a longitudinal support and two transverse supports that are fixedly connected to the longitudinal support, transversely with respect to the longitudinal support, the longitudinal support having a nail strip for fastening a compensation element formwork shell; andan outer support that is situated parallel to the longitudinal support and displaceably guided on the transverse supports, the outer support having a nail strip for fastening the compensation element formwork shell.17. The formwork part according to claim 16 , further comprising a first center support situated parallel to the longitudinal support and reversibly detachably connected to the transverse supports claim 16 , the first center support having a nail strip for fastening the compensation element formwork shell.18. The formwork part according to claim 17 , ...

Horizontal Formwork

A horizontal formwork is disclosed that includes a support base and a plurality of formwork panels that are supported thereon. The support base includes a plurality of basic grids that each have four heads arranged at the vertices of the basic grid. Two main beams are arranged parallel to one another, and two edge beams arranged parallel to one another and perpendicular to the main beams. Each basic grid also includes central beams which are arranged parallel to the edge beams and supported on the main beams. The main beams include housings adapted for receiving an end of a respective central beam. At least one of the basic grids includes at least one main beam having support sections for additional beams for supporting the formwork panels. 1. A horizontal formwork comprising:a plurality of formwork panels; first, second, third and fourth heads arranged respectively at the first, second, third and fourth vertices, each of the first, second, third and fourth heads being respectively supported by a first, second, third and fourth prop;', 'first and second main beams arranged parallel to one another, each of the first and second main beams having a first end and a second end, the first end of the first main beam being supported on the first head, the second end of the first main beam being supported on the second head, the first end of the second main beam being supported on the third head and the second end of the second main beam being supported on the fourth head, each of the first and second main beams including a plurality of housings disposed spaced apart from one another;', 'first and second edge beams arranged parallel to one another and perpendicular to the first and second main beams, each of the first and second edge beams having a first end and a second end, the first end of the first edge beam being supported on the first head, the second end of the first edge beam being supported on the third head, the first end of the second edge beam being supported on ...

SUPPORT STRUCTURE FOR A FRAME FORMWORK PANEL

A support structure for a frame formwork panel including a support structure and a formwork skin connected to the support structure, the support structure having two longitudinal edge girders and two transverse edge girders, wherein a corner connecting piece which is welded to the two respective edge girders is provided in at least some of the corner regions of the support structure where a longitudinal edge girder and a transverse edge girder come together. 1. A support structure for a frame formwork panel comprising a support structure and a formwork skin connected to the support structure , the support structure having two longitudinal edge girders and two transverse edge girders , wherein a corner connecting piece which is welded to the two respective edge girders is provided in at least some of the corner regions of the support structure where a longitudinal edge girder and a transverse edge girder come together.2. The support structure according to claim 1 , wherein the two longitudinal edge girders and the two transverse edge girders each have claim 1 , on their rear side claim 1 , a flange projecting toward the center region of the support structure; and for the corner connecting pieces claim 1 , each welded to the two flanges of the two edge girders coming together at the respective corner of the support structure.3. The support structure according to claim 2 , wherein the respective corner connecting piece rests on the front sides facing the formwork skin side of the support structure or on the rear sides of the two flanges of the two respective edge girders facing away from the formwork skin side of the support structure.4. The support structure according to claim 1 , wherein the respective corner connecting piece is a metal piece with two legs that are perpendicular to each other.5. The support structure according to claim 2 ,wherein in at least some of the corners of the support structure, at least one of the flanges of the two edge girders coming ...

Lowering system and support device, and ceiling formwork having such a lowering system

The invention relates to a lowering system ( 10 ) for lowering ceiling formworks ( 70 ) during the removal of formworks of a building ceiling, comprising a reciprocating piston ( 14 ) and a support base ( 18 ), and a locking device, wherein the reciprocating piston ( 14 ) is slidably mounted in the support base ( 18 ), and can be pushed from an extended working position to a lowered position, and can be locked in the extended position by means of the locking device. The locking device has a pivot bearing and an eccentric lever ( 16 ), wherein the eccentric lever ( 16 ) is rotatably mounted in the pivot bearing, and the reciprocating piston ( 14 ) and the support base ( 18 ) are supported against each other in the working position by means of the eccentric lever ( 16 ).

SUPPORT SYSTEM FOR ROOF FORMWORKS

A support system for roof formworks object of this invention with elements for providing greater stability to the system while facilitating the assembly and disassembly thereof, having a purlin with an anchoring system to a purlin holder, a purlin holder with an anchoring system to a head, a head with a seat for purlins, a head with an overlapping accessory for purlin holders and a distance fixer for purlins. 1. a purlin for a support systems for roof formworks , defined by a profile , the purlin comprising:a flat lower surface supportable on the upper surface of one or more purlin holders longitudinally slotted on said upper surface,wherein at least one end of the profile comprises a terminal having a descending extension configured as a bearing point in the slot of said slotted purlin holders.2. The purlin according to claim 1 , wherein the external edge of the extension forms an angle less than 90° claim 1 , being defined as the bearing point in the slot claim 1 , while the extension has a sufficient length to be able to remove the purlin from the slotted purlin holder by pivoting it downwards with respect to said external edge without the purlin raising the supported formwork.3. The purlin according to claim 2 , wherein the length of the extension is such that claim 2 , in the resting condition in said slot claim 2 , the lower surface of the profile is at the same level as the upper surface of the purlin holder claim 2 , while the terminal has a base defined by an inner corner adjacent to the profile and an outer corner longitudinally opposite from the previous one claim 2 , the descending extension being in the outer corner claim 2 , the base comprising at the same time a groove in the lower face thereof claim 2 , transverse to the longitudinal direction of the profile and located between the inner corner and the outer corner claim 2 , the depth and width dimensions of which enable there to be the necessary space in order to remove the purlin from the purlin ...

The structure of concrete forms constructed for wall and slab

본 발명은 슬라브 시공용 데크판넬들을 H-빔 형상을 하며 굴곡가능한 데크지지바로 지지하고, 상기 데크지지바의 양 단부는 높이 조절이 가능한 데크지지대로 지지하므로써 거푸집의 설치와 해체를 간편화하는 동시에 거푸집 설치 구조물들의 재활용성을 향상시킬 수 있도록 한, 콘크리트 벽체와 슬라브 시공용 거푸집의 구조에 관한 것이다. The present invention is to support the deck panel for slab construction in the form of H-beam and bendable deck support bar, both ends of the deck support bar by supporting the deck support adjustable height, thereby simplifying the installation and disassembly of the formwork It relates to the structure of concrete walls and slab construction formwork to improve the recyclability of the installation structures. 본 발명의 거푸집은 바닥(A)면에 설치되며 "ㄷ"자형 단면 형상으로 상·하부가 유동가능하게 결합되는 바형 기초가름대(22)와; 대향하는 두 벽체의 각 좌·우 모서리부 및 각 두 모서리부 사이를 균등분할하는 적어도 한 곳 이상의 중간부와 만나는 상기 기초가름대(22)의 상면에 각각 설치되는 데크지지대(24)와; 벽체에 전면(FS)이 밀착되고, 상기 데크지지대(24)의 배면(RS)과 평탄면인 전면(FS)이 동일 평면을 이루도록 좌·우로 밀착되어 상기 기초가름대(22)의 상면에 직립설치되는 내벽거푸집(21)과; 상기 데크지지대(24)의 돌출부(ET) 저면과 바닥면(A) 사이에 개재되는 다수의 지지대받침구(23)와; 두 데크지지대(24)의 각 상단면에 양 단부가 각각 분리가능하게 결합되며, 적어도 한 곳 이상의 중간부가 굴곡가능한 다수의 데크지지바(25)와; 상기 데크지지바(25)의 상면에 설치되는 데크(26) 등으로 구성된다. Formwork of the present invention is installed on the bottom (A) surface and the bar-shaped base bar 22 is coupled to the upper and lower portions in a "c" shaped cross-section flowable; A deck support 24 which is respectively installed on the upper surface of the foundation bar 22 which meets each of the left and right edges of the two opposing walls and at least one intermediate portion equally divided between the two edges; The front surface (FS) is in close contact with the wall, the rear surface (RS) of the deck support 24 and the front surface (FS) of the flat surface is in close contact with the left and right to form the same plane is installed upright on the upper surface of the base bar 22 Inner wall formwork 21 and; A plurality of support bases 23 interposed between the bottom of the protrusion ET and the bottom surface A of the deck support 24; A plurality of deck support bars 25 having both ...

装配式带支撑的钢筋桁架楼承板

本发明属于建筑楼承板技术领域，尤其涉及一种装配式带支撑的钢筋桁架楼承板，包括模板，所述模板上设有钢筋桁架；还包括模板支撑系统，所述模板支撑系统包括若干排平行并排布置的钢梁，所述钢梁支撑在钢筋桁架的下方，相邻两根钢梁之间连接有若干条平行并排布置的拉索；每根拉索上设有若干伸缩支撑杆，所述伸缩支撑杆的上端顶在模板上。模板与支撑体系一体化设计，装配式安装拆卸模板和支撑，特别适用于大跨度楼承板，免去架设临时支撑的工序，缩短施工工期，模板与支撑系统可重复利用。

The construction structure of concrete forms

본 고안은 벽체거푸집의 상단부에 합판 등으로 이루어진 슬라브 시공용 데크 판넬을 쉽게 설치할 수 있도록 한 목재 데크 설치가 용이한 거푸집 설치 구조에 관한 것이다. The present invention relates to a formwork installation structure easy to install wood deck to facilitate the installation of slab construction deck panel made of plywood, etc. on the top of the wall formwork. 본 고안의 구조는, 내측에 피격봉(21C)이 고정 결합된 상향 개방형 "ㄷ"자형 단면의 바형 금속 기초가름대(21)와; 상기 피격봉(21C)의 반대되는 기초가름대(21)의 내측에 안착되는 기초지지대와(22)와; 상기 기초지지대(22)의 상면에 설치되는 벽체거푸집(23)과; 벽체거푸집(23)의 상단면에 저면이 적층 형합되는 몸체(24A)에 한 쌍의 수직리브(24B)(24B')와 한 상의 수평리브(24C)(24C')가 구비되며, 두 수직리브(24B)(24B')와 두 수평리브(24C)(24C') 사이에 각목(24D)과 코팅판(24E)이 각각 밀착 삽입 결합된 상부런너(24)와, 상부런너(24)의 상단면에 결합되는 데크판넬로 구성된다. The structure of the present invention, the bar-shaped metal base bar 21 of the upward open type "c" -shaped cross-section fixedly coupled to the inner rod 21C; A base support (22) seated on an inner side of the base bar (21) opposite to the target rod (21C); A wall formwork 23 installed on an upper surface of the base support 22; A pair of vertical ribs 24B, 24B 'and one phase of horizontal ribs 24C, 24C' are provided on the body 24A on which the bottom surface is laminated to the top surface of the wall formwork 23, and two vertical ribs. (24B) the upper runner 24 and the upper runner 24 having the wood block 24D and the coating plate 24E tightly inserted and coupled between the two horizontal ribs 24C 'and 24C', respectively. It consists of a deck panel that is coupled to. 본 고안의 구조는 기초가름대가 단순한 타격에 의해 벽체로부터 쉽게 분리되며, 상부런너에 의해 데크판넬의 설치가 쉬워져 시공 시간이 단축되는 이점이 있다. The structure of the present invention is easy to separate the base from the wall by a simple blow, the installation of the deck panel by the upper runner has the advantage that the construction time is shortened.

Electrod Assemblay with Supercapacitor and Li Secondary Battery comprising the same

본 발명은 고율의 충방전이 가능하도록 초고용량 캐패시터를 구비하는 전극 조립체 및 이를 포함하는 리튬 이차 전지에 관한 것으로, 본 발명의 전극 조립체는 전극 집전체와, 상기 전극 집전체의 적어도 일면 상에 형성된 활물질층과, 상기 전극 집전체의 무지부에 부착된 전극 탭을 구비하는 제 1 전극판 및 제 2 전극판과; 상기 제 1 전극판 및 제 2 전극판 사이에 개재되는 세퍼레이터와; 초고용량 캐패시터를 구비하여 이루어진다. The present invention relates to an electrode assembly having an ultra high capacity capacitor and a lithium secondary battery including the same to enable a high rate charge and discharge, the electrode assembly of the present invention is formed on at least one surface of the electrode current collector and the electrode current collector A first electrode plate and a second electrode plate including an active material layer and electrode tabs attached to the uncoated portion of the electrode current collector; A separator interposed between the first electrode plate and the second electrode plate; It is made with an ultra high capacity capacitor. 리튬 이차 전지, 초고용량 캐패시터 Lithium Secondary Battery, Ultra High Capacity Capacitor

High-rise structure construction method by lifting up table-form

본 발명은 건축물의 슬래브에 형성시킨 개구부를 통해 테이블폼을 인양함으로써 고층 건축물을 안전하게 시공할 수 있도록 개발된 슬래브 개구부를 통해 상승하는 테이블폼을 이용한 고층 건축물 축조 공법에 관한 것이다. 본 발명은 (a) 기준층 슬래브 위에 여러 개의 테이블폼을 셋팅하고, 상기 테이블폼 위에 철근을 배근한 후 콘크리트를 타설?양생하여, 상하로 뚫린 개구부가 형성된 제1상층 슬래브를 축조하는 단계; (b) 기준층 슬래브 위의 테이블폼을 상기 개구부를 통해 인양하여 제1상층 슬래브 위에서 기준층에서와 동일한 배치로 셋팅하는 단계; (c) 기준층 슬래브 위에 슬래브거푸집을 도입하여 제1상층 슬래브 개구부의 하부에 위치하도록 셋팅하는 단계; 및 (d) 기준층 슬래브 위에 셋팅된 슬래브거푸집 위에 철근을 배근한 후 콘크리트를 타설?양생하여 제1상층 슬래브의 개구부를 메우고, 제1상층 슬래브 위에 셋팅된 테이블폼 위에 철근을 배근한 후 콘크리트를 타설?양생하여 상하로 뚫린 개구부가 형성된 제2상층 슬래브를 축조하는 단계; 를 계획된 층까지 반복 실시하고, 최상층 슬래브의 개구부를 메우면서 마무리하는 것을 특징으로 하는 슬래브 개구부를 통해 상승하는 테이블폼을 이용한 고층 건축물 축조 공법을 제공한다. The present invention relates to a high-rise building construction method using a table form that rises through a slab opening developed to safely construct a high-rise building by lifting a table form through an opening formed in a slab of a building. The present invention comprises the steps of: (a) setting a plurality of tableforms on the reference layer slab, reinforcing the reinforcing bars on the tableform, and then pouring concrete to cure, to build a first upper layer slab having openings formed up and down; (b) lifting the tableform on the reference layer slab through the opening and setting it in the same arrangement as the reference layer on the first upper slab; (c) introducing a slab formwork on the reference layer slab and setting it to be located below the first upper slab opening; And (d) reinforcing the reinforcing bar on the slab formwork set on the reference layer slab and placing concrete to cure the opening of the first upper slab, and reinforcing the reinforcing bar on the table form set on the first upper slab. Constructing a second upper layer slab having openings which are opened and pierced up and down; It is repeated to the planned floor, and provides a high-rise building construction method using a table form that rises through the slab opening, characterized in that finishing the filling of the opening of the top floor slab.

Slab System

The present invention relates to a slab system. According to the present invention, the slab system comprises: a beam (100) supporting a slab including a space (105) formed in a longitudinal direction thereof, a fastening pin (120) coupled to the space (105) in a direction perpendicular to the longitudinal direction, and a fastening hole (130) formed on an end of the space (105) in the direction perpendicular to the longitudinal direction; a support member (200) supporting the beam (100); a connection member (300) having a holding unit (310) formed on one end thereof to be held by the support member (200), a sunken part (320) formed on an other end thereof to be coupled to the fastening pin (120), and a fastening groove (340) formed between one end and the other end in a direction perpendicular to the longitudinal direction of the beam (100); and a wedge (400) inserted into the fastening hole (130) and the fastening groove (340) to fasten the beam (100) with the connection member (300).

table form estabishment apparatus for building and estabishment method thereof

본 발명은 건축물의 슬라브 거푸집 설치장치 및 그 설치방법에 관한 것으로서, 특히 다수의 층으로 이루어진 건축물의 층과 층을 구획하는 슬라브를 형성시키기 위한 건축물의 슬라브 거푸집 설치장치에 있어서, 보의 저면과 플로우의 저면이 단차져 있는 슬라브구조의 보 부위와 플로우 부위를 콘크리트로 타설하여 양생시킬 수 있도록 틀을 형성하는 보 및 플로우지지수단과, 보 및 플로우지지수단과 조립되며 소정 기둥이 위치된 부위를 콘크리트로 타설하여 양생시킬 수 있도록 틀을 형성하는 기둥주위지지수단과, 기둥주위지지수단 혹은 보 및 플로우지지수단과 조립되며 플로우를 콘크리트로 타설하여 양생시킬 수 있도록 틀을 형성하는 플로우지지수단과, 각 지지수단을 지지 및 이송하는 수단으로 구성되어 있기 때문에, 지게차 및 크레인을 이용하여 각종 수단을 설치 및 해체 그리고 이송할 수 있도록 하여 최소의 인원으로 신속하게 공사를 수행함으로써 공사비를 최대한 절감하고 공기를 단축시킬 수 있는 것은 물론이고, 공사후 폐기물의 발생을 최소화시켜 현장의 정리정돈을 용이하게 하며 안전사고의 발생을 최소화시킬 수 있다. BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an apparatus for installing slab formwork of a building and a method of installing the same, and more particularly, to an apparatus for installing a slab formwork of a building for forming a slab partitioning a layer and a layer of a building comprising a plurality of floors. Beam and flow support means forming a frame to cure the beam part and the flow part of the slab structure where the bottom of the step is stepped with concrete, and the beam and the flow support means are assembled and the part where the predetermined column is located Peripheral support means for forming a frame to cure by pouring into a post, Flow support means for forming a frame to cure by pouring the flow into concrete and assembled with the periphery support means or beam and flow support means, each Because it is composed of means for supporting and conveying the supporting means, It is possible to install, dismantle and transfer various means by using the system to quickly carry out the construction with the minimum number of personnel, thereby reducing the construction cost and reducing the air as well as minimizing the generation of waste after construction. It is easy to minimize the occurrence of safety accidents.

Sludge digetion tank

Master(1) by connecting number of truss beam and truss beam into truss form by connecting four struts(11) with parallel connecting frame(12), vertical connecting frame(13) and angle connecting frame(14) are built. The bottom of master is raised vertically from a floor by being fixed to a supporting board(2) which is installed at the center of floor and the top part is located closely to inner surface of ceiling part where wanting to build. Since one end of supporting beam is fixed to fixing board that is fixed to master by placing number of supporting beams perpendicularly to master with some gap around master(1), operation is simplified and dismantling operation is easy.

Supporting device for concrete slab forms

본 고안은 슬라브용 패널 지지장치에 관한 것으로, 하부에 이동 및 높이조절 수단을 구비한 동바리 조립체(100)와, 상기 동바리 조립체 상부에 이동방향으로 동일 직선상에 위치한 동바리를 연결하는 하부받침부재(210)와, 상기 하부받침부재 상면에 내측으로 홈형강이 슬라이드디는 Ⅰ형강이 격자식으로 고정 설치되는 합판받침 면적조절수단(300)과, 상기 합판받침 면적조절수단의 상면에 설치되어 콘크리트를 타설하기 위한 합판이 재치되는 합판받침수단(400)과, 상기 합판받침수단에 재치되는 합판을 고정하기 위한 합판고정수단(500)으로 구성하여 천정슬라브 면적에 따라 면적조절수단에 의해 면적을 조절할 수 있고, 아울러 인접 슬라브 형성시 합판을 제외한 나머지 부분을 해체하지 않고 이동할 수 있어 조립에 따른 시간을 단축하여 공기를 줄일 수 있게 된다. The present invention relates to a panel support device for the slab, the bottom support member for connecting the copper bar assembly 100 having a movement and height adjustment means at the bottom, and the copper bar located on the same straight line in the direction of movement on the upper assembly ( 210, and the plywood bearing area control means 300 is fixed to the upper surface of the lower support member is installed in the lattice type I-shaped steel is fixed to the lattice type, and the concrete is installed on the upper surface of the plywood support area control means Plywood supporting means 400 is placed on the plywood for placing and plywood fixing means 500 for fixing the plywood mounted on the plywood support means can be adjusted by the area control means according to the area of the ceiling slab In addition, when forming the adjacent slab, it can move without disassembling the remaining parts except plywood, which shortens the time for assembly and reduces air. It is possible.

Truss deck having separative form

본 고안은 거푸집 분리형 트러스 데크에 관한 것으로서, 기존의 트러스(Truss) 구조의 철선 구조물 및 이 철선 구조물의 보강을 위한 다수개의 철선이 용접가공을 통해 일체 고정되는 아연도 강판을 배제하고, 대신에 상기 아연도 강판을 동일한 크기의 나무재질의 합판 또는 FRP(Fiberglass reinforced plastic:유리섬유 강화 플라스틱)판으로 대체하며, 특히 베이스부재에 철선구조물 및 철선을 지지 고정할 수 있도록 하는 지지수단을 볼트 조임 방식으로 구성함으로써, 거푸집의 탈부착이 용이하며, 철선량 및 용접 수량이 절감되어 제작 원가의 절감을 도모하는 한편, 종래 기술과 달리, 거푸집을 해체하여 누수, 균열 등과 같은 하자 발생의 확인과 보수가 용이한 거푸집 분리형 트러스 데크에 관한 것이다. The present invention relates to a formwork detachable truss deck, excluding a steel structure of the existing truss structure and a galvanized steel plate in which a plurality of wires for reinforcement of the steel structure are integrally fixed by welding, and instead of the above The galvanized steel sheet is replaced by plywood or FRP (Fiberglass reinforced plastic) board of the same size, and in particular, bolts are used to fasten the supporting means for supporting and fixing the wire structure and the wire to the base member. It is easy to attach and detach the formwork, reduce the amount of wire and the number of welds to reduce the production cost, and unlike the prior art, it is easy to check and repair defects such as leaks and cracks by disassembling the formwork. A formwork detachable truss deck.

A supporting system and method for yoke to the support

본 발명은, 서포트의 멍에 지지방법 및 지지시스템에 관한 것이다. 이는 특히, 수직재의 상단에 높이조절이 가능하도록 헤드를 연결하고, 멍에의 두께방향 중심이 헤드의 중심에 일치되도록 일직선상인 적어도 하나의 멍에를 헤드의 상측에 놓으며, 상기 멍에에 형성되는 핀홀과 헤드에 형성되는 연결홈에 관통되도록 멍에의 상부에서 고정부재를 삽입하는 구성으로 이루어 진다. 이에 따라서, 지지브라켓에 올려지는 멍에를 견고하게 지지하여 흔들림이 없게 함으로써 그 상부에 올려지는 테이블폼의 연결작업이 용이하게 이루어 지는 것이다. 테이블폼, 고정후크, 지지브라켓, 수직재

Vertical movement type effusion cell for depositing material and deposition system having it

본 발명은 물질증착용 증착원 및 이를 구비한 증착시스템에 관한 것으로서, 진공챔버; 상기 진공챔버의 일측에 설치되는 기판과 마스크를 정렬된 상태로 지지하는 척을 갖는 스테이지; 상기 진공챔버의 타측에 설치되는 구동축; 및 상기 구동축을 따라서 이동가능하도록 설치되는 증착원으로 구성되고, 상기 증착원은 유기물질이 저장되어 있는 도가니와, 상기 도가니를 가열하는 제1가열체와, 상기 제1가열체의 가열작용에 의해서 상기 유기물질이 증발하여 형성되는 유기기상물질이 분사되는 분사노즐부와, 상기 분사노즐부를 가열하고 상기 제1가열체에 비하여 고온으로 유지되어 있는 제2가열체로 이루어진 것을 특징으로 하므로 노즐막힘현상 및 스플래시 현상을 방지하여 기판에 유기물질을 균일하게 증착하여 대면적 디스플레이를 효율적으로 수행할 수 있다. The present invention relates to a deposition source for vapor deposition and a deposition system having the same, comprising: a vacuum chamber; A stage having a chuck supporting the substrate and the mask installed in one side of the vacuum chamber in an aligned state; A drive shaft installed at the other side of the vacuum chamber; And a deposition source installed to be movable along the drive shaft, wherein the deposition source is a crucible in which organic materials are stored, a first heating body for heating the crucible, and a heating operation of the first heating body. The nozzle clogging phenomenon is characterized in that it comprises a spray nozzle unit for spraying the organic gaseous material formed by evaporation of the organic material, and a second heating body that is heated and maintained at a higher temperature than the first heating body It is possible to efficiently perform large area display by uniformly depositing organic materials on the substrate by preventing the splash phenomenon. 가열체, 열효율, 유기기상물질 Heating element, thermal efficiency, organic gaseous substance

The structure on two sides and its construction method of a kind of concrete column support top post-cast strip

本发明公开了一种混凝土柱支顶后浇带的两侧结构，属于建筑工程领域，包括地基、浇筑于地基上的混凝土柱以及固定连接于地基上的支架，支架和混凝土柱的顶部放置有楼板模板，所述混凝土柱空心设置；本发明还公开了一种混凝土柱支顶后浇带的两侧结构的施工方法：a1.浇筑混凝土柱;a2.搭设支架和楼板模板;a3.留出后浇带，浇筑后浇带两侧的梁板结构;a4.拆除支架，使混凝土柱独立承受梁板结构的荷载;a5.封闭后浇带；a6.拆除混凝土柱。本发明解决了现有的混凝土柱实心，浪费砂浆的问题，通过浇筑出的混凝土柱空心，达到了节省砂浆的效果。

A seulabeu install care of health butimjae of the mold

본 고안은 This design 이는 양측에 횡지지대가 연결대에 의해 연결되고, 지면으로 부터 수직으로 세워지는 버팀재에 의해 받쳐질수 있도록 하는 연결대를 형성함에 있어, This is in forming the connecting rods on both sides connected by the connecting rods and supported by the support material standing vertically from the ground, 상기 연결대의 하단부 내면 양측에 일체로 하여 돌출되는 받침편을 갖추고, 상기 받침편에 받쳐지는 상태로 용접되도록 중앙에 관통공을 갖춘 지지편을 갖추며, 상기 관통공을 관통한 상태에서 상단은 연결대의 수평면 저면과 용접되고, 하단부는 버팀재의 상단 내부로 삽입될수 있도록 하는 연결관체로 이루어진 것을 특징으로 한다. It has a supporting piece protruding integrally on both sides of the inner surface of the lower end of the connecting rod, and has a supporting piece having a through hole in the center to be welded to the supporting piece, and the upper end of the connecting rod The bottom surface is welded with the horizontal surface, characterized in that made of a connecting body to be inserted into the upper end of the brace material.

Construction support structure for fixing yoke by magnetic

According to the present invention, a construction support structure for fixing a yoke material by magnet, in regard to a construction support installed between the ground and a deck plate to support the deck plate where concrete is placed during the construction of a concrete structure, includes: a plurality of yoke materials preventing the deformation of the deck plate caused by the load of the concrete placed in the deck plate, and spaced a predetermined distance apart in a longitudinal direction on a lower side of the deck plate to effectively support the deck plate with respect to the entire load; a fixing rack having one side coupled with a magnet to be fixed to the deck plate, and having the other side coupled with the yoke materials to fix the yoke materials closely to the deck plate; and a supporter having one side coupled with the bottom of the yoke materials, and having the other side supporting the ground, and formed into a height-adjustable dual frame structure.

Wood beam for concrete form

본 고안은 거푸집용 목재빔에 관한 것이다. 본 고안에서는 다수개의 중앙판(31), 상부측판(33), 하부측판(35)이 서로 겹쳐지도록 압축접착되어 단면형상이 I자인 목재빔(30)이 형성된다. 상기 중앙판(31)과 상부측판(33) 및 하부측판(35)은 규격에 맞추어 미리 절단된 상태에서 서로 접착된다. 그리고 중앙판(31), 상부측판(33) 및 하부측판(35)은 서로 접착되는 판재들의 나무 결이 서로 직교하도록 된다. 한편, 상기 목재빔(30)의 상면과 하면을 구성하는 상면판(37)과 하면판(38)이 상기 중앙판(31)의 상단과 하단에 상기 중앙판(31)과 직교하는 방향으로 더 접착될 수 있다. 이와 같은 본 고안에 의하면, 구성이 간소화되며 선가공이 불필요하여 대량생산이 가능하고, 판재들의 두께가 일정하여 제작 과정 중 파손을 최소화할 수 있다. The present invention relates to a wooden beam for formwork. In the present invention, the plurality of center plates 31, the upper side plate 33, and the lower side plate 35 are compression-bonded to overlap each other, so that a wooden beam 30 having an I-shaped cross section is formed. The center plate 31, the upper side plate 33 and the lower side plate 35 are bonded to each other in a state of cutting in advance in accordance with the standard. And the middle plate 31, the upper side plate 33 and the lower side plate 35 so that the wood grain of the plate materials bonded to each other are orthogonal to each other. On the other hand, the upper surface plate 37 and the lower surface plate 38 constituting the upper surface and the lower surface of the wood beam 30 is further in the direction orthogonal to the center plate 31 on the top and bottom of the middle plate 31. Can be glued. According to the present invention, the configuration is simplified, mass processing is possible because the line processing is not necessary, and the thickness of the plates is constant, thereby minimizing damage during the manufacturing process. 거푸집, 장선, 멍에, I자, 목재 Formwork, joist, yoke, I, wood

System form for beam mould

본 발명은 보거푸집을 마감하는 폼에 관한 것으로, 더욱 상세하게는 거푸집의 끝단부와 기둥의 유격을 마감함에 있어, 슬라이딩 장단 조절에 의한 가압에 의해 거푸집의 끝단부와 기둥과의 사이에 기초 바닥의 형성이 가능하게 하며, 또한, 가압력에 의한 연결이 가능하여 유격부에 대하여 견고한 마감이 가능하며, 콘크리트 타설시 안정성의 확보가 가능하게 하기 위한 보거푸집 유격 마감용 시스템 폼에 관한 것이다.

The structure of concrete forms constructed for wall and slab

본 고안은 슬라브 시공용 데크판넬들을 H-빔 형상을 하며 굴곡가능한 데크지지바로 지지하고, 상기 데크지지바의 양 단부는 높이 조절이 가능한 데크지지대로 지지하므로써 거푸집의 설치와 해체를 간편화하는 동시에 거푸집 설치 구조물들의 재활용성을 향상시킬 수 있도록 한, 콘크리트 벽체와 슬라브 시공용 거푸집의 구조에 관한 것이다. The present invention supports the deck panel for slab construction by H-beam shape and bendable deck support bar, and both ends of the deck support bar are supported by the deck support with height adjustment, thereby simplifying the installation and disassembly of formwork. It relates to the structure of concrete walls and slab construction formwork to improve the recyclability of the installation structures. 본 고안의 거푸집은 바닥(A)면에 설치되며 "ㄷ"자형 단면 형상으로 상·하부가 유동가능하게 결합되는 바형 기초가름대(22)와; 대향하는 두 벽체의 각 좌·우 모서리부 및 각 두 모서리부 사이를 균등분할하는 적어도 한 곳 이상의 중간부와 만나는 상기 기초가름대(22)의 상면에 각각 설치되는 데크지지대(24)와; 벽체에 전면(FS)이 밀착되고, 상기 데크지지대(24)의 배면(RS)과 평탄면인 전면(FS)이 동일 평면을 이루도록 좌·우로 밀착되어 상기 기초가름대(22)의 상면에 직립설치되는 내벽거푸집(21)과; 상기 데크지지대(24)의 돌출부(ET) 저면과 바닥면(A) 사이에 개재되는 다수의 지지대받침구(23)와; 두 데크지지대(24)의 각 상단면에 양 단부가 각각 분리가능하게 결합되며, 적어도 한 곳 이상의 중간부가 굴곡가능한 다수의 데크지지바(25)와; 상기 데크지지바(25)의 상면에 설치되는 데크(26) 등으로 구성된다. The formwork of the present invention is installed on the bottom (A) surface and the bar-shaped base bar 22 which is coupled to the upper and lower portions in a "c" shaped cross-section flowable; A deck support 24 which is respectively installed on the upper surface of the foundation bar 22 which meets each of the left and right edges of the two opposing walls and at least one intermediate portion equally divided between the two edges; The front surface (FS) is in close contact with the wall, the rear surface (RS) of the deck support 24 and the front surface (FS) of the flat surface is in close contact with the left and right to form the same plane is installed upright on the upper surface of the base bar 22 Inner wall formwork 21 and; A plurality of support bases 23 interposed between the bottom of the protrusion ET and the bottom surface A of the deck support 24; A plurality of deck support bars 25 having ...

Concrete form for src slim floor

본 발명은 바닥을 지지하는 보의 옆면에 슬라브를 시공할 수 있도록 하여 철골콘크리트조 건물의 층고를 저감시킬 수 있도록 된 층고저감을 위한 철골콘크리트조의 거푸집구조에 관한 것으로써, The present invention relates to a formwork of steel concrete structure for reducing the height of the floor to be able to construct a slab on the side of the beam supporting the floor to reduce the height of the steel concrete building, 철골보(110) 사이에 데크플레이트(120)를 거치하고, 상기 철골보(110)의 하부측 외표면부에 거푸집이 유지되도록 한 상태에서, 상기 철골보(110)의 하부측 외표면부에 콘크리트를 시공하며, 상기 데크플레이트(120) 상부에 슬라브를 시공하여 건물의 바닥을 형성하도록 한 철골콘크리트조의 거푸집구조에 있어서, 상기 데크플레이트(120)는 거푸집(30)의 상단 양측 가장자리부에 길이방향으로 연속하여 형성된 데크플레이트거치대(32)에 얹혀지고, 상기 데크플레이트거치대(32)는 연결대(20)에 분해결합가능하도록 장착되며, 상기 연결대(20)는 철골보(110) 상부면에 일체로 고정된 지지부재(10)에 연결됨으로써 거푸집(30)이 철골보(110)에 매달려 지지됨을 특징으로 한다. Mounting the deck plate 120 between the cheolgolbo 110, while the formwork is maintained on the outer surface of the lower side of the cheolgolbo 110, the concrete construction on the lower outer surface of the cheolgolbo 110 And, in the formwork of steel-concrete-like concrete to form the floor of the building by installing a slab on the deck plate 120, the deck plate 120 is continuous in the longitudinal direction on both sides of the upper end of the formwork 30 Mounted on the deck plate holder 32 is formed, the deck plate holder 32 is mounted to be detachably coupled to the connecting table 20, the connecting table 20 is integrally fixed to the upper surface of the cheolgolbo 110 By being connected to the member 10, the formwork 30 is characterized in that supported by hanging on the cheolgolbo (110).

The constructing and dismantling method of concrete forms constructed for wall and slab

본 발명은 슬라브 시공용 데크판넬들을 H-빔 형상을 하며 굴곡가능한 데크지지바로 지지하고, 상기 데크지지바의 양 단부는 높이 조절이 가능한 데크지지대로 지지하므로써 거푸집의 설치와 해체를 간편화하는 동시에 거푸집 설치 구조물들의 재활용성을 향상시킬 수 있도록 한, 콘크리트 벽체와 슬라브 시공용 거푸집의 시공 방법에 관한 것이다. The present invention is to support the deck panel for slab construction in the form of H-beam and bendable deck support bar, both ends of the deck support bar by supporting the deck support adjustable height, thereby simplifying the installation and disassembly of the formwork The present invention relates to a method for constructing a concrete wall and slab formwork to improve the recyclability of installation structures. 본 발명의 시공 방법은, 벽체면과 경계를 이루는 바닥면(A)을 따라 기초가름대(22)를 설치하는 단계와; 대향하는 두 벽체(W) 하단부의 상기 기초가름대(22) 상면 다수 곳에 데크지지대(24)를 각각 동수로 직립설치하는 단계와; 데크지지대의 돌출부(ET) 저면에 지지대받침구(23)를 설치하는 단계와; 벽체(W)면을 따라 장척거푸집판넬들을 기초가름대(22) 상면에 직립설치하여 내벽거푸집(21)을 구성하는 단계와; 데크지지대 상부의 유동지지대(245B)를 상승시켜 고정하는 단계와; 한 쌍씩 서로 대향하는 상기 각 두 유동지지대(24B)의 각 상면에 양 단부 저면이 밀착되도록 데크지지바(25)를 결합시키는 단계와; 서로 평행하게 설치된 다수의 데크지지바(25) 상면에 슬라브 시공용 데크(26)를 형성하는 단계 등으로 이루어진 설치 과정과; The construction method of the present invention comprises the steps of: installing a foundation tread 22 along a bottom surface A bounding a wall surface; Installing uprights of the deck support 24 in the same number of places on the upper surface of the foundation bar 22 at the lower ends of two opposite walls W; Installing a support base 23 on the bottom of the protrusion ET of the deck support; Constructing the inner wall formwork 21 by installing the long formwork panels upright along the upper surface of the foundation bar 22 along the wall (W) surface; Raising and fixing the flow support 245B above the deck support; Engaging the deck support bars (25) such that bottom ends of the two ends are in close contact with each upper surface of each of the two flow supports (24B) facing each other in pairs; An installation process of forming a slab construction deck 26 on the upper surface of the plurality of deck support bars 25 installed in parallel with ...

Temporang construction sfuctare for culvating slad

본 고안은 건축물의 슬래브 양생을 위한 필요한 각종 가설재 설치구조에 관한 것으로, 특히 슬래브 구조물의 양생공정에 있어서, 벽체 거푸집에 설치되는 행거 상단을 테이퍼진 경사면을 형성하여 팀바 삽입이 용이하여 작업성이 우수하고, 긴밀하게 밀착되어 벽체상부의 직진도를 유지함과 동시에 벽체거푸집 내부 공간부에 써포트와 멍에 사용량을 최소화하여 자재비 감소와 작업동선과 자재정리공간을 확보하며, 또한 벽체 거푸집 패널과 슬래브 가설재가 일체화함으로써 타설시 충격하중으로 인한 변형을 방지하여 슬래브의 평탄성을 유지할 수 있으며 이로 인하여 자재의 재활용으로 건축폐기물 감소와 작업공정의 단축 및 시공상의 편익을 증대할 수 있는 효과를 갖는다. The present invention relates to the installation of various temporary materials required for the slab curing of buildings, in particular, in the curing process of the slab structure, by forming a tapered inclined surface on the top of the hanger to be installed in the wall formwork, it is easy to insert the team bar is excellent workability Closely adhered to maintain the straightness of the upper part of the wall, while minimizing the use of support and yoke in the inner space of the wall formwork, reducing material costs, securing working lines and material clearance space, and integrating the wall formwork panel and slab temporary materials. This prevents deformation due to impact load during pouring, thereby maintaining the flatness of the slab, thereby reducing construction waste, shortening the working process and increasing construction convenience by recycling materials.

Anti-Noise Slab Panel Supporting Device

The present invention relates to an anti-noise slab panel support device comprising: holders (10) installed along both upper ends of a facing wall panel (11); connection plates (20) installed to be spaced at an interval in a longitudinal direction of the holders (10); a support stand (30) installed between the facing holders (10) to support a slab panel (22); a supporter (40) installed on a lower part of the support stand (30) to support the support stand (30); and a connection bar (50) having one side with a connection plate coupling hole (51) to be coupled to the connection plate (20) through a pin and the other side having a support stand coupling hole (52) to be coupled to an end of the support stand (30) through the pin; thereby connecting the connection plate (20) with the support stand (30). The holders (10) are made of synthetic resin absorbing shocks and preventing noise; thereby minimizing noise generated during installation and demolishing work.

Panel brazing bracket for supporting bar constructing ceiling using concrete construction

본 고안은 천장 형틀 지지용 장선을 용이하게 걸 수 있도록 하여 자재 소모를 절감함과 아울러 작업성을 향상시킬 수 있도록 한 콘크리트 천장 시공용 장선을 걸기 위한 브라켓 일체형 패널에 관한 것이다. The present invention relates to a bracket-integrated panel for hanging concrete joists for concrete ceiling to reduce the material consumption and improve the workability by making it easy to hang the joist for supporting the ceiling frame. 종래에 천장을 시공할 때에는 다수의 장선 및 멍에를 격자 형상으로 얹은 후 그 하부를 지주로써 고정시키는 방식이 적용되나, 이는 다수의 장선, 멍에, 지주가 소모되므로 작업비용이 증가되고, 작업공수의 증가로 인해 작업성이 저하되는 문제점이 있었다. Conventionally, when a ceiling is installed, a plurality of joists and yokes are placed in a grid shape, and then a lower part of the yoke is fixed as a post. However, since a plurality of joists, yokes and posts are consumed, the work cost increases, Due to the increase in workability was a problem. 본 고안은 콘크리트 건축용 규격 패널의 철재 프레임(1)의 상면에 측면상 'L'자형을 이루는 장선 지지용 브라켓(3)을 부착 설치하고, 상기 브라켓(3)의 내면 앞쪽에는 못의 고정을 용이하게 하기 위해 목재(2')를 위치시키며, 상기 목재(2')는 상기 브라켓(3)의 길이 방향을 따라 등간격으로 3개소 형성된 밴드(4)에 의해 고정시키고, 상기 브라켓(3)의 하부와 상기 철재 프레임(1)의 사이에는 상부로부터 전달되는 하중을 지지하기 위해 직각 절곡된 지지편(5)을 부착 설치한 것으로, 다수의 장선과 멍에가 필요한 종래 기술과 달리 멍에가 필요치 않게 됨은 물론 지주의 소요 개수가 줄어 자재 소모를 절감할 수 있으며, 시공 방법이 간단해져 작업성을 향상시킬 수 있게 한 것이다. The present invention attaches and installs a joist support bracket (3) forming an 'L' shape on the upper surface of the steel frame (1) of a concrete building standard panel, and easy fixing of nails in front of the inner surface of the bracket (3). The wood 2 'is positioned so that the wood 2' is fixed by three bands 4 formed at equal intervals along the longitudinal direction of the bracket 3, and the Between the lower portion and the steel frame (1) is attached to the support piece 5 bent at right angles to support the load transmitted from the upper, unlike the prior art that requires a plurality of joists and yoke is not required yoke Of course, the required number of props can be reduced to reduce material consumption, and the construction method is simplified to improve ...

The structure for connecting supporter and cross member for slab form

본 발명은, 상측면이 슬라브거푸집의 저면을 지탱하는 지지바와 상기 지지바의 저면에 밀착되어 지지바를 연직 방향으로 떠받쳐 주는 서포터 사이에 결합되되, 상ㆍ하 양단부가 지지바와 서포터에 각각 분리ㆍ가능하게 결합됨으로써, 슬라브 거푸집 해체시 높이가 낮아진 지지바의 저면에 밀착되어 있던 서포터가 지지바와의 밀착상태가 해지되면서, 지지바로부터 분리되어 저절로 공사 현장의 바닥면으로 쓰러지는 것을 방지하는 지지바와 서포터 연결구조에 관한 것이다. 본 발명 지지바와 서포터 연결구조는, 고정핀(211)이 구비된 슬라이딩바(210)와; 한쌍의 걸림턱(110)이 형성된 지지바(100)와; 일단부가 걸림턱(110)에 결합되고, 타단부는 상기 슬라이딩바(210)의 고정핀(211)에 결합되는 연결구(300)를 포함하며, 연결구(300)는, 걸림턱(110)에 각각 결합되는 한쌍의 고정턱(310)과; 한쌍의 고정턱(310)의 하단부를 일체로 결합시키는 고정턱판재(320)와; 고정턱판재(320)에 결합되며, 하단부에는 슬라이딩바(210)의 고정핀(211)이 걸리도록 하는 핀가이드공(311)이 형성된 가이드관(330)을 포함하는 것을 특징으로 한다. 지지바, 서포터, 슬라브, 거푸집, 해체, 연결

Truss support and formwork using same

The present invention relates to a truss support, which is a component of a cast installed to construct a slab, and a cast using the same. According to the present invention, the truss support comprises upper and lower horizontal supports vertically parallel to each other and having a predetermined length, and upper and lower vertical supports coupled between the upper and lower horizontal supports. A plurality of vertical supports and the lower vertical supports are coupled in parallel with each other in regular intervals between the upper and lower horizontal supports. Also, the other ends of the upper and lower vertical supports are elastically coupled to each other, and a fixing piece is installed on one side surface of the lower horizontal support. The truss support according to the present invention has a small number of parts and is simple to be easily installed and dismantled, and is convenient in height adjustment of a support to require less time and low costs for installing a cast.

High tech light weight channel

본 고안은 건설현장에서 각종 설비나 장비를 지지하는데 사용되는 챤넬에 관한 것으로서, 두께를 얇게 성형하여 중량을 가볍게 하고 그럼에도 불구하고 두께에 비하여 강도를 강하게 하여 종래와 같은 챤넬의 기능을 하게 하며 또한 인접부재의 연결작업을 편리하게 하여 건설현장에서 각종 설비나 장비를 지지하는데 편리하게 사용할 수 있는 경량 챤넬에 관한 것이다. The present invention relates to a chanel used to support various equipment or equipment at a construction site, and is formed by thin thickness to reduce weight and nevertheless to strengthen the strength compared to the thickness, and to function as a conventional channel. The present invention relates to a lightweight chanel which can be conveniently used for supporting various equipment or equipment at a construction site by facilitating connecting members. 본 고안의 경량 챤넬은 단면이 ㄷ자 형으로 굴곡된 중앙의 수평판과 양측의 수직판으로 형성되어 있는 챤넬에 있어서, 상기 중앙의 수평판과 양측의 수직판 각각에 내측으로 들어간 다수의 엠보싱(11)이 챤넬 길이방향으로 형성되어 있으며 각각의 엠보싱(11)에 관통공(11a)이 형성되어 있고, 상기 양측 수직판의 상단은 각각 내측으로 역U 자형으로 굴곡된 U자 굴곡부(12)를 갖는 것을 특징으로 한다. The light channel of the present invention is a channel formed with a central horizontal plate bent in a U-shape and a vertical plate on both sides, wherein a plurality of embossings (11) are provided inside each of the central horizontal plate and the vertical plates on both sides (11). ) Is formed in the chanel length direction, each through hole (11a) is formed in each embossing (11), and the upper end of the two vertical plates each has a U-shaped bent portion (12) bent in an inverted U-shaped inward It is characterized by. 챤넬, 엠보싱, 관통공, 볼트, 너트, 굴곡부, 강도 Chanel, Embossed, Through Hole, Bolt, Nut, Bend, Strength

Electrical-clinical thermometer, has temperature sensor for detecting body temperature, and integrated circuit arrangement comprising switching circuit for controlling LCD for segment-wise representation of measuring value bar

Ein elektrisches Fieberthermometer umfasst eine Messspitze (102), in der mittels eines Sensors eine Körpertemperatur erfasst wird, eine dem Sensor nachgeordnete integrierte Schaltungsanordnung, in der die erfasste Körpertemperatur in ein digitales Signal umgesetzt wird, sowie ein an die integrierte Schaltungsanordnung angeschlossenes Anzeigemodul (104) der Körpertemperatur. Das Anzeigemodul ist eine Flüssigkristallanzeige (104) mit einem zu der Körpertemperatur quasi-analogen Messwertbalken (107) ähnlich einer Analogwertanzeige eines Glasthermometers mit einer Kapillare. Mit der integrierten Schaltungsanordnung kann die Flüssigkristallanzeige (104) zur segmentweisen Darstellung des Messwertbalkens (107) angesteuert werden.

The construction structure of concrete forms

본 고안은 콘크리트 건축물을 시공하기 위한 거푸집의 설치 구조에 관한 것이다. The present invention relates to the installation structure of formwork for constructing concrete buildings. 본 고안은, 편상 바닥판(21A)의 폭 방향 양 단부에 측판(21B)(21B')이 각각 직립하며, 내측에 피격봉(21C)이 고정 결합된 상향 개방형 "ㄷ"자형 단면의 바형 금속 기초가름대(21)와; 상기 기초가름대(21)의 바닥판(21A) 상면과 일측 측판(21B) 내면에 저면과 측면이 각각 밀착되도록 안착되는 바형 기초지지대(22)와; 상기 기초지지대(22)의 상면에 설치되는 벽체거푸집(23)과; 벽체거푸집(23)의 상단부에 하단면이 적층 결합되며, 양 측면이 벽체(W)와 다수 데크판넬(D)들의 일측단부에 밀착 결합되는 바형 직각연결대(24)와; 동일 수평면 상에서 열을 이루는 다수 데크판넬(D)들의 두 열 사이에 개재되는 바형 수평연결대(25)로 구성된다.. According to the present invention, the side plates 21B and 21B 'are erected upright at both ends in the width direction of the piece-shaped bottom plate 21A, and the bar-shaped metal having an upward open type " c " A foundation bar 21; A bar-shaped base support 22 seated on the bottom surface 21A of the bottom plate 21 and an inner surface of one side plate 21B so as to be in close contact with each other; A wall formwork 23 installed on an upper surface of the base support 22; A bottom surface is laminated and coupled to an upper end of the wall formwork 23, and both sides are bar-shaped right-angle connecting members 24 closely coupled to one end of the wall W and the plurality of deck panels D; Consists of a bar-shaped horizontal connector 25 interposed between two rows of the plurality of deck panels (D) forming a row on the same horizontal plane. 본 고안의 콘크리트 건축물 시공용 거푸집 설치 구조는 기초가름대가 쉽게 분리되며, 데크판넬들이 수평연결대로 연결되어 수 많은 가로바, 세로바 설치가 필요 없을 뿐 아니라 지지바의 수를 줄일 수 있어 거푸집의 설치 및 해체 시간이 현저히 단축되는 이점이 있다. Formwork for the construction of concrete structures of the present invention is easy to remove the foundation bar, the deck panels are connected to the horizontal connection is not necessary to install a large number of horizontal bars, vertical bars as well as to reduce the number of support bars And dismantling time is significantly shortened.

Faxing apparatus of truss beam

A truss beam fixing apparatus is provided to fix two sides of a truss beam not to move by fixing a fixing frame to a fixing wood with a nail. A truss beam fixing apparatus includes a truss beam(10), a vertical support(90), a movable beam(20), a connection bracket(30), a connection beam(40), and a fixing frame(50). The truss beam is a horizontal support to install a mold for a roof slab. Fit to a fixing pin protruded from the lower surface of the truss beam, the vertical support stands vertically under the truss beam. The movable beams are installed to two sides of the truss beam. Installed to a guide rail of the movable beam, the connection bracket is fixed to a support wood of the movable beam by inserting nails through a fixing hole. The connection beam has a bracket hole and a plurality of pin holes. The guide rail is inserted in the bracket hole. A fixing nail penetrates the pin holes of the connection beam and the pin holes of the connection bracket. A combining pin penetrates a slot of the connection beam and a slot of the fixing frame. The fixing frame is to the fixing wood fixed to the upper part of a lateral mold by nails.

Post-cast strip supporting structure and construction method thereof

本发明涉及一种后浇带支撑结构及其施工方法，其包括根据实际情况对支撑管以及封头板进行选材；通过计算得出预埋支撑管的位置；把封头板焊接在支撑管的两端进行封口；先在梁底板上定位，确定混凝土支撑柱的位置，对梁底进行放线开孔；在实地结构梁底板支设完成后吊装支撑管进行定位安装；对实地安装进行最后的随机检查。本发明具有提高了对后浇带支撑的效果，且工期时间短、后期可以循环利用。

Adapter for a formwork support structure

FIELD: construction.SUBSTANCE: invention relates to an adapter for a formwork support structure comprising a mount, generally box shaped, comprising a pair of side walls and a pair of end walls that are longer and extend lower than the side walls, and the mount attaches the adapter to the formwork panel support comprising a plurality of upwardly directed fingers extending from a single vertical support. Each of the end walls covers the opposite sides of the formwork panel support to position the mount between the fingers of the formwork panel support. Mount on each end wall also comprises attachment means for attaching the adapter to the formwork panel support. Mount also comprises a bearer support on top of the mount, wherein the bearer support is adapted to provide indirect support for the formwork.EFFECT: adapter for a formwork support structure is proposed.5 cl, 14 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 684 266 C2 (51) МПК E04G 11/48 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (52) СПК E04G 11/48 (2018.08); E04G 11/483 (2018.08) (21)(22) Заявка: 2016137822, 03.03.2015 (24) Дата начала отсчета срока действия патента: (73) Патентообладатель(и): ФОРМ 700 ПТИ ЛТД (AU) Дата регистрации: 04.04.2019 (56) Список документов, цитированных в отчете о поиске: US 2004075042 A1, 22.04.2004. US 2010/0193663 A1, 05.08.2010. GB 741730 A, 14.12.1955. 04.03.2014 AU 2014900721 (43) Дата публикации заявки: 04.04.2018 Бюл. № 10 (45) Опубликовано: 04.04.2019 Бюл. № 10 (86) Заявка PCT: C 2 C 2 (85) Дата начала рассмотрения заявки PCT на национальной фазе: 04.10.2016 AU 2015/000117 (03.03.2015) (87) Публикация заявки PCT: WO 2015/131229 (11.09.2015) 2 6 8 4 2 6 6 2 6 8 4 2 6 6 Приоритет(ы): (30) Конвенционный приоритет: R U R U 03.03.2015 (72) Автор(ы): РОСАТИ Эмилио (AU) Адрес для переписки: 191036, Санкт-Петербург, а/я 24, "НЕВИНПАТ" (54) АДАПТЕР ДЛЯ ОПОРНОЙ КОНСТРУКЦИИ ОПАЛУБКИ (57) Реферат: Изобретение относится к адаптеру ...

Ceiling construction method

내용 없음

Slab panel lowering device using stopper

본 발명은 지붕을 시공한 후 프롭 헤드 하부 및 서포터의 외측에 구비하여 슬라브패널 및 빔을 하강시킬 때 서포터의 외측에어 서서히 하강하여 보다 안정적으로 슬라브패널 및 빔을 하강시킬 수 있도록 함과 아울러 시공 후 서포터에서 간편하게 분리할 수 있도록 한 스토퍼를 이용한 슬라브패널 하강장치에 관한 것으로, 상기 스토퍼(7000)는 "+" 형상으로 형성되되 중앙에 원형 또는 다각형으로 형성되는 서포트 상부에서 삽입하여 고정할 있도록 형성되는 중앙삽입공(7110)과, 서포트 외주면에 결합봉(7130)과 삼각핀(7140)으로 고정할 수 있도록 연장편(7121)으로 형성되는 개구부(7120)와, 다른 부위 3부위에 형성되어 마찰부재를 체결할 수 있도록 하는 체결공(7150)으로 이루어지는 몸체(7100)와; 몸체(7100)의 체결공에 체결되어 서포트의 외주면을 가압하는 것으로, 일단에 마찰패드(7310)가 구비되며, 타단에는 삼각핀(7330)이 삽입되는 장홈(7321)이 형성된 마찰봉(7320)과, 마찰봉을 서포트 측으로 가압하는 스프링(7340)으로 이루어진 마찰부재(7300)로 구성된 것을 특징으로 하는 스토퍼를 이용한 슬라브패널 하강장치. The present invention is provided on the lower portion of the prop head and the supporter after the roof construction to lower the slab panel and the beam gradually when descending the slab panel and the beam so that the slab panel and the beam can be lowered more stably and after construction The slab panel lowering device using a stopper that can be easily separated from the supporter, The stopper 7000 is formed in a "+" shape, the center insertion hole (7110) is formed so as to be fixed by inserting from the upper support formed in a circular or polygonal center, and the coupling rod (7130) and the triangular pin on the support outer peripheral surface A body 7100 formed of an opening 7120 formed by an extension piece 7121 so as to be fixed by a 7140 and a fastening hole 7150 formed at three parts of another part to fasten the friction member; It is fastened to the fastening hole of the body 7100 to press the outer circumferential surface of the support, the friction pad 7310 is provided at one end, the other end is a friction rod 7320 formed with a long groove 7321 is inserted into the triangular pin (7330) And slab panel lowering device using a stopper, characterized in that consisting of a friction member (7300) made of a spring (7340) for pressing the friction rod to the support side.

Drop assembly

본 발명은 슬라브패널을 상부에 지지하는 슬라브패널 지지빔에 설치되는 드롭어셈블리를 개시하며, 상기 드롭어셈블리는 브라켓과 힌지 결합되는 후크가 단부에 형성되며 상기 후크가 형성된 반대쪽에 하측으로 함몰된 공간을 가지고 측면에 메인핀이 삽입되는 메인핀홈이 형성되는 드롭빔; 상기 드롭빔의 측면에서 회동됨에 의하여 해제 및 잠금 상태로 전환될 수 있고 상기 잠금 상태에서 상기 드롭빔의 상기 후크가 상기 브라켓과 결합되는 하부를 지지하는 후크락커; 외면에 나사가 형성되며 상기 드롭빔의 상기 후크가 형성된 반대쪽에 길이 방향으로 결합된 타이로드; 상기 타이로드와 결합되어 이동이 가이드되고 상기 드롭빔의 상기 함몰된 공간에 피봇핀이 위치되고 상기 피봇핀은 외벽을 이루는 메인빔과 피봇결합하는 피봇파이프; 및 상기 타이로드와 나사결합되어서 상기 피봇파이프의 이동을 제어하는 와셔 및 스핀들너트;를 포함한다. The present invention discloses a drop assembly is installed on the slab panel support beam for supporting the slab panel on the upper side, the drop assembly is a hook hinged to the bracket is formed at the end and the space recessed downward on the opposite side formed with the hook A drop beam having a main pin groove into which a main pin is inserted into a side thereof; A hook locker which can be switched to a released and locked state by being rotated at a side of the drop beam, and supports a lower portion of the drop beam to which the hook of the drop beam is coupled to the bracket; A tie rod having a screw formed on an outer surface thereof and coupled in a length direction to an opposite side of the hook of the drop beam; A pivot pipe coupled with the tie rod to guide movement and a pivot pin positioned in the recessed space of the drop beam, wherein the pivot pin pivots with a main beam forming an outer wall; And a washer and a spindle nut screwed with the tie rod to control movement of the pivot pipe.

soffit Assembly and Method for disassembling thereof

본 발명에서 드롭 시공공법을 위한 슬라브 시공용 소핏조립체는, SL인코너(110)의 일단면과 이에 맞대어 연결되는 인접 SL의 대응단면이 경사면으로 이루어짐으로써, 조립 설치작업은 물론 해체작업을 매우 간편하고 수월하게 수행할 수 있다. 그리고, 본 발명에 따른 소핏조립체를 슬라브거푸집 조립체에 적용함으로써, 슬라브거푸집(SP)과 멍에빔(20) 조립체를 존치시킨 상태에서 벽체거푸집(WP)과 소핏조립체(10)를 먼저 해체하는 것이 가능해지므로, 하강기를 이용하여 슬라브거푸집(SP)과 멍에빔(20) 조립체를 완만하게 하강시키는 작업이 가능할 뿐만 아니라, 하부층에서 해체되는 거푸집 자재를 해체 순서대로 상부층으로 순차적으로 이동시키면서 상부층의 거푸집 설치작업이 가능해진다.

Sliding Hook Type Slab Panel Supporting Device

슬라브 판넬을 지지하는 장치에 관한 것으로서, 대면하는 벽체 판넬(11) 양측 상단을 따라 각각 설치되는 거치대(10); 거치대(10) 각각의 길이 방향을 따라 미리 설정된 간격으로 이격되어 설치되는 연결플레이트(20); 대면하는 거치대(10) 사이에 설치되어, 슬라브 판넬(22)을 지지하는 지지대(30); 일측은 연결플레이트(20)에 결합되고 타측은 지지대(30) 양측 단부 각각에 결합되어 연결플레이트(20)와 지지대(30)를 연결시키는 연결바(50); 및, 지지대(30)의 상부 양측면 각각을 따라 미리 설정된 간격마다 수평 방향으로 돌출되도록 장착되는 판넬거치돌기(60);를 포함하여 구성되되, 판넬거치돌기(60)는 지지대(30)의 상부 양측면 각각에 길이 방향으로 절개된 장착홈부(305)에 슬라이딩 이동이 가능하도록 맞물려 끼워지는 지지대끼움부(601); 지지대끼움부(601)에서 수평 방향으로 연장된 수평부(602); 및, 수평부의 끝단이 상향 돌출되어 수평부(602)와 함께 "┛"형태의 단면을 형성하는 이탈방지턱(603);으로 구성되어 슬라브 판넬(22)의 설치나 해체 과정에서 슬라브 판넬(22)의 하부면 테두리를 따라 돌출되도록 구비된 프레임(33)을 상기 판넬거치돌기(60)에 걸어 매달 수 있는 것을 특징으로 한다.

An adapter for a formwork support structure

본 발명은 제1 타입의 거푸집 지지체를 포함하는 거푸집 지지 구조체를 위한 어댑터로서, 제1 타입의 거푸집 지지체에 대해 어댑터를 배치시키기 위한 장착부를 포함하며, 장착부는 제2 타입의 거푸집 지지체를 지지한다. 일 형태에서, 장착부는 크라운식 거푸집 지지체에 대해 어댑터를 배치하며, 장착부는 베어러 지지부를 지지한다.

Slab formwork support device for building and construction method of slab formwork using same

본 발명은 하층부 층간슬러브의 시공여하에 관계없이 상층부 층간슬러브 시공을 위한 슬라브거푸집을 지지할 수 있도록 하여서, 전체 공사기간을 대폭적으로 단축시켜 주는 건축물의 슬라브거푸집 지지장치 및 그를 이용한 슬라브거푸집의 시공방법에 관한 것으로써, 본 발명의 기술적 구성상의 특징은; 선시공된 양측의 수직내력벽(100)들의 층간구획위치에 해체가능하게 고정되어지는 다수개의 고정철물(10)들과; 상기 양측 수직내력벽(100)에 고정된 고정철물(10)들의 상부에 수평하게 안치되는 한쌍의 걸침봉(20)들과; 상기 걸침봉(20)들 사이에서 횡방향의 일정간격으로서 가로질러 결착되어지는 다수개의 횡단트러스(30)들로 구성되도록 하여서, 상기 수직내력벽(100)의 층간구획위치를 정점으로 슬라브거푸집(440)을 지지하여 주도록 하는 건축물의 슬라브거푸집 지지장치 및; The present invention enables to support the slab formwork for the upper layer interlayer slab construction regardless of the construction of the lower layer interlayer slab, the slab formwork supporting device of the building significantly shortening the overall construction period and the construction method of the slab formwork using the same. Regarding, the technical configuration features of the present invention; A plurality of fixed hardwares 10 which are detachably fixed to interlayer compartments of the preloaded vertical bearing walls 100; A pair of hooking rods 20 which are horizontally settled on top of the fixed hardware 10 fixed to the both sides of the vertical bearing wall 100; The slab formwork 440 with the interlayer compartment position of the vertical load bearing wall 100 as a vertex by being composed of a plurality of transverse trusses 30 which are fastened to each other as a predetermined interval in the transverse direction between the hook rods 20. Slab formwork support device for the building to support); 선시공된 양측의 수직내력벽(100)들의 층간구획위치에 각각의 고정철물(10)들이 일정한 높이와 간격을 두고 배치 고정하는 고정철물 설치공정과, 상기 양측 수직내력벽(100)에 연접되어서 수평하게 설치되도록 고정철물(10) 상부에 한쌍의 걸침봉(20)들을 각기 안치시키는 걸침봉 안치공정과; 상기 걸침봉(20)들 사이에 횡방향의 일정간격으로 가로질러서 다수개의 횡단트러스(30)들을 결착되도록 하는 횡단트러스 설치공정과; 상기 횡단트러스(30) 상부에서 양측의 수직내력벽(100) 사이에 슬라브거푸집(40)을 평편하게 깔아서 횡단트러스(30)와 고정하여 주는 슬라브거푸집 설치공정을 수행하여서 되는 슬라브거푸집 지지장치를 이용한 슬라브거푸집의 시공방법이다. Fixing hardware installation process of fixing each of the fixed hardware 10 at a predetermined height and spaced at the interlayer compartment of the pre- ...

Supporting post connecting device

본 발명의 일 실시형태에 따른 멍에재에 동바리를 장착하기 위한 멍에재용 동바리 체결 장치는, 멍에재의 하측면에 맞닿는 직사각형 모양의 판형상의 결합판과, 상기 결합판의 상면에 고정결합되고, 상기 결합판의 상면의 전측 가장자리 및 후측 가장자리를 따라 연장되고, 내부에 공간을 갖는 파이프형상의 복수의 결합 파이프와, 상기 결합판의 하면의 중심부에 상기 하면과 수직을 이루도록 결합되며, 상기 하면으로부터 하측으로 연장되는 파이프형상을 갖는 동바리 체결 파이프와, 상기 결합 파이프에 삽입되는 삽입부와 상기 삽입부의 일단부로부터 상기 삽입부의 길이 방향에 대해 직교하는 방향으로 연장되는 손잡이부를 갖는 "ㄱ"자 형상의 복수의 결합핀을 구비하는 것을 특징으로 한다. A copper fastening device for a yoke material for mounting a copper rod to a yoke material according to an embodiment of the present invention is a rectangular plate-shaped coupling plate in contact with the lower surface of the yoke material, and is fixedly coupled to the upper surface of the coupling plate, and the coupling A plurality of pipe-shaped coupling pipes extending along the front edge and the rear edge of the upper surface of the plate and having a space therein, are coupled to the center of the lower surface of the coupling plate so as to be perpendicular to the lower surface, and downward from the lower surface A plurality of "L"-shaped fastening pipes having an extended pipe shape, an insertion part inserted into the coupling pipe, and a handle part extending in a direction orthogonal to the longitudinal direction of the insertion part from one end of the insertion part It is characterized in that it is provided with a coupling pin.

Prop head guide

본 발명은 지붕을 시공한 후 프롭 헤드 하부 및 서포터 중 슬라이딩바의 외측에 구비되어 슬라브패널 및 빔을 하강시킬 때 슬라이딩바와 같이 하강하여 보다 안정적으로 슬라브패널 및 빔을 하강시킬 수 있도록 함과 아울러 시공 후 슬라이딩바에서 간편하게 분리할 수 있도록 한 분리형 프롭 헤드 가이드에 관한 것으로, 분리형 프롭 헤드 가이드(6000)는 프롭 헤드 하부 및 서포터(7000)의 외측에 구비되어 슬라브패널 및 빔을 하강시킬 때 서포터를 따라 하강하는 것으로, 프롭헤드(5000) 양측에 체결되는 양측의 빔(3000) 하부 내측에 삽입되어 고정편(5500)과 같이 빔을 고정하는 고정편(6100)과; 고정편(6100)의 하부에 형성되어 프롭 헤드의 하부에 밀착되어 프롭 헤드를 지지하는 지지편(6300)과; 지지편의 하부에 구비되며, 서포터 중 가이드축(7300)의 외주에 체결부재(7310)를 통하여 체결되도록 체결공(6510)이 형성된 슬라이더(6500)와; 슬라이더의 양단에 형성되어 분리형성된 분리형 프롭 헤드 가이드(6000)를 맞댄 상태에서 볼트 등으로 일체로 체결할 수 있도록 하는 체결편(6700)으로 구성된 것을 특징으로 하는 한다. The present invention is provided on the outside of the sliding bar under the prop head and the supporter after the roof construction to lower the slab panel and beam more stably by lowering the slab panel and beam when lowering the slab panel and the beam After the detachable prop head guide to be easily removed from the sliding bar, The detachable prop head guide 6000 is provided at the lower part of the prop head and outside of the supporter 7000 and descends along the supporter when the slab panel and the beam are lowered, and beams 3000 on both sides fastened to both sides of the prop head 5000. A fixing piece 6100 inserted into the lower part and fixing the beam like the fixing piece 5500; A support piece 6300 formed at a lower portion of the fixing piece 6100 and in close contact with a lower portion of the prop head to support the prop head; A slider 6500 provided at a lower portion of the support piece, and having a fastening hole 6510 formed on the outer circumference of the guide shaft 7300 of the supporters through the fastening member 7310; Formed on both ends of the slider is characterized in that consisting of a fastening piece (6700) to be integrally fastened with a bolt or the like in the state of separating the separated prop head guide 6000 formed.

Guide for supporting slab pannel beam of building construction

The present invention relates to a slab panel beam supporting guide which is mounted on a supporter during the construction of a concrete slab of a building to be able to slide, thereby supporting a beam for supporting a slab panel. The beam supporting guide, which is mounted on a supporter below a prop head combined with the upper end of the supporter to guide the sliding of a slab panel beam combined with both sides of the prop head to support a slab panel, according to the present invention comprises: a pair of guide bodies formed in symmetry with each other to be mounted on the outer circumference surface of a supporter. Each of the guide bodies includes: a mounting body part mounted on the outer circumference of the supporter; a vertical connection part extending upward from the mounting body part; a horizontal extension part extending outward in a horizontal direction from the upper end part of the connection part; a variable wing capable of sliding along the upper surface of the horizontal extension part and having an outer end part bent upward; and a wing guide for allowing the variable wing to slide without separating from the horizontal extension part. The present invention is configured to be able to adjust the width of the beam supporting guide, so a beam can be supported and guided regardless of whether or where a handle pin of a slab panel beam is formed. Therefore, a slab panel construction device for a drop construction method can be assembled and disassembled more easily using an existing slab panel beam.

Level adjustable beam including a steel wire

철근콘크리트 건축물 축조공사에서 슬래브거푸집 하부를 수평 지지하며, 긴장재가 보강된 빔에 관한 기술이 개시된다. In the construction of reinforced concrete buildings, a technique for horizontally supporting a lower slab formwork and reinforcing a tension member is disclosed. 본 발명의 고장력강선 가변빔은 하강포물선을 이루는 고장력강선이 보강된 빔에 관한 것으로, 상기 고장력강선에 인장을 가하여 고장력강선은 일직선을 이루게 하고, 이로 인해 발생되는 반발응력으로 빔에는 압축력이 가해지게 하여 전체적인 빔의 형상은 상승포물선을 이루게 함으로써 상부에 설치되는 슬래브 하중에 효과적으로 대응하고 슬래브의 처짐을 극소화하여 전체적인 건축물의 구조를 안정되게 하는 고장력강선 가변빔에 관한 것이다. 또한 본 발명의 고장력강선 가변빔은 인장볼트를 사용함으로써 역학계산에 의한 하강포물선형상의 고장력강선 설치가 더욱 용이하게 이루어지고, 고품질의 시공품질이 확보되는 고장력강선 가변빔을 제공하는 것을 목적으로 하는 발명으로서, 이를 위하여 본 발명의 고장력강선 가변빔은 U형각관; 다수개의 내부보강재; 및 고장력강선이 하강 포물선형상을 이루도록 각기 다른 설치높이를 가지며 U형각관의 길이방향을 따라 일정간격을 두고 설치되는 다수개의 인장볼트;를 특징적인 구성으로 하는 고장력강선 가변빔을 제공한다. The high tension steel variable beam of the present invention relates to a beam reinforced with a high tensile strength steel forming a falling parabola, by applying a tension to the high tensile strength steel to form a straight line, the compressive force is applied to the beam by the repulsive stress generated by this Therefore, the overall beam shape corresponds to a high tension steel variable beam which effectively responds to the slab load installed on the upper part by forming a rising parabola and minimizes the deflection of the slab to stabilize the structure of the whole building. In addition, the high tension steel variable beam of the present invention is made easier to install a high-strength steel wire of the falling parabolic shape by mechanical calculation by using the tension bolt, and to provide a high tensile steel wire variable beam that ensures high quality construction quality. As the invention, for this purpose the high-tensile steel wire variable beam of the present invention U-shaped tube; A plurality of internal reinforcing materials; And a plurality of tension bolts having different installation heights so that the high tensile steel wires have a descending parabolic shape and installed at regular intervals along ...

Controlling method of Thermo-optic coefficient of Inorganic-Organic Hybrid Materials for Thermo-Optic Waveguide Devices

본 발명은 무기-유기 혼성재료로 제조되는 열광학 광도파로 소자를 제공한다. 본 발명에 의한 무기-유기 혼성재료는 졸-겔법에 의해 제조되고 구조 내에 규소에 결합된 산소원자 또는 가교가 가능한 유기단량체로 가교되거나 수식이 가능한 유기단량체를 포함하는 망목구조를 가지는 무기-유기 혼성재료를 포함함을 특징으로 한다. 본 발명에 의하면 열광학 효과를 나타내고 혼성재료내의 무기계와 유기계의 혼성비, 크기 및 구조에 따라 그 크기의 조절이 용이하다. 이로부터 용도에 적합한 열광학 광도파로 소자를 제조할 수 있다. The present invention provides a thermo-optic optical waveguide device made of an inorganic-organic hybrid material. The inorganic-organic hybrid material according to the present invention is an inorganic-organic hybrid having a network structure, which is prepared by the sol-gel method and has a network structure including an organic atom capable of crosslinking or modification with an oxygen atom bonded to silicon or a crosslinkable organic monomer in the structure. It is characterized by including a material. According to the present invention, it is easy to control the size according to the mixing ratio, size and structure of the inorganic and organic compounds in the hybrid material. From this, a thermo-optic optical waveguide device suitable for the application can be manufactured.

Process for installing concrete slab form

본 발명은 슬라브 콘크리트 타설용 테이블폼 설치방법에 관한 것으로, 다수의 H빔이 다수 연결구비된 지지대 상에 각재 및 합판이 순차적으로 위치되어 테이블폼을 구비하고, 테이블폼의 지지대가 가로보 상에서 승강 및 슬라이드 이동 가능하도록 가로보 상에 다수의 가이더가 배열설치되며, 가이더에 의해 지지대가 하강된 상태에서 이를 당겨 슬라이드 이동시키도록 지지대에 로우프가 연결되어, 소정구간내에 슬라브 설치 후 로우프를 당겨서 지지대를 인접구간으로 슬라이드 이동시켜서 슬라브를 연속설치하므로, 테이블폼을 가로보 상에서 슬라이드 이동시켜 슬라브를 연속 설치할 수 있으므로, 슬라브 설치시 다수의 부품으로 조합된 동바리가 사용되지 않아 재료비가 경감되고, 이에 따라 동바리를 해체 및 재설치할 필요가 없어 작업시간 및 인건비를 감소시킬 수 있도록 하였다. The present invention relates to a method for installing a slab concrete casting table form, and the lumber and plywood are sequentially positioned on a support on which a plurality of H beams are connected, and a table form is provided, and the support of the table form is elevated on a horizontal beam. A plurality of guiders are arranged on the horizontal beam so that the slide can be moved, and a rope is connected to the support so that the slide can be pulled and moved in a state where the support is lowered by the guider. Since the slabs are installed continuously by sliding the slides, the slab can be installed continuously by sliding the table form on the horizontal beam, and the material costs are reduced because the combined clubs are not used when installing the slabs. No need to re-install So it can reduce labor costs.

Modular construction system

본 발명은 복수의 3차원 건설 요소들이 모듈형 벽, 천장 또는 바닥 조립체를 형성하기 위해 접합되는 모듈형 건설 시스템에 관한 것이다. 이들의 선-조립 상태에서, 각각의 3차원 건설 요소는 다중 패널형 시이트를 형성하는 패널(14, 16, 18)들로 접힘 라인(12a, 12b)들에 의해 세분화되는 평면형 금속성 시이트(10)로부터 형성된다. 각각의 패널은 공통 평면에 놓이고 패널들 중 하나 이상은 조립된 3차원 건설 요소를 형성하기 위해 상기 공통 평면으로부터 패널의 접힘 라인들을 따라 변형 가능하여 다른 3차원 건설 요소들에 접합한다. 하나 이상의 패널에는 조립된 3차원 건설 요소를 통하는 보강재 또는 안정화 재료의 통과를 허용하도록 치수를 갖는 개구(14a, 16a)가 제공된다.

high strength steel variable beam

철근콘크리트 건축물 축조공사에서 슬래브거푸집 하부를 수평 지지하며, 긴장재가 보강된 빔에 관한 기술이 개시된다. 본 발명의 고장력강선 가변빔은 하강포물선을 이루는 고장력강선이 보강된 빔에 관한 것으로, 상기 고장력강선에 인장을 가하여 고장력강선은 일직선을 이루게 하고, 이로 인해 발생되는 반발응력으로 빔에는 압축력이 가해지게 하여 전체적인 빔의 형상은 상승포물선을 이루게 함으로써 상부에 설치되는 슬래브 하중에 효과적으로 대응하고 슬래브의 처짐을 극소화 하여 전체적인 건축물의 구조를 안정되게 하는 고장력강선 가변빔에 관한 것이다. 또한 본 발명의 고장력강선 가변빔은 인 장볼트를 사용함으로써 역학계산에 의한 하강포물선형상의 고장력강선 설치가 더욱 용이하게 이루어지고, 고품질의 시공 품질이 확보되는 고장력강선 가변빔을 제공하는 것을 목적으로 하는 발명으로서, 이를 위하여 본 발명의 고장력강선 가변 빔은 U형각관; 다수개의 내부보강재; 및 고장력강선이 하강 포물선형상을 이루도록 각기 다른 설치높이를 가지며 U형각 관의 길이방향을 따라 일정간격을 두고 설치되는 다수개의 인장볼트;를 특징적인 구성으로 하는 고장력강선 가변빔을 제 공한다.

Method to erect site-cast skeleton building with decorative outer finish

FIELD: construction. ^ SUBSTANCE: method to erect a site-cast skeleton building with decorative outer finish includes casting of foundation, tying of a reinforcement structure of the ground floor, casting walls of the ground floor with the help of removable curbs, installation of crossbar reinforcement and casting ceiling slabs and crossbars, tying a reinforcement structure of the first and subsequent floors with casting of walls, installation of crossbars reinforcement and casting ceiling slabs and crossbars of subsequent floors and erection of a roof, at the same time, when the foundation is cast, it is previously filled with vertical reinforcement fills and fastening supports for removable wall curbs, and when ceiling slabs are cast, reinforcement fills are tied to reinforcement of the lower floor walls, and fastening supports are laid for removable wall curbs, besides, the reinforcement structure of walls is tied to reinforcement fills, leaving vertical openings for windows and doors, then removable wall curbs are vertically lowered on top of the reinforcement structure of the walls, and curbs comprise a hollow cover and a tray with a wall stock fabricated at a plant and including at least one decorative and at least one heat-insulating layers, joined to each other by means of reinforcement elements, arranged with the decorative layer outside, and the hollow cover of the removable wall curb the reinforcement structure of the wall bearing layer is arranged, then removable wall curbs are fixed in the fastening supports of the foundation with fastening ties, and gaps around the reinforcement inside hollow covers of the removable wall curbs are filled with concrete, forming a bearing concrete layer of the building wall and leaving the upper area of the removable wall curb free of concrete, adjacent to the heat-insulating layer of the wall stock, besides, after removal of the removable wall curbs on the bearing concrete layer of the wall, in the upper area free of ...

Slab Form Girder Beam Coupling Device

본 발명은 벽체를 형성하기 위해 설치되는 벽체 거푸집들(1100, 1110)과, 상기 벽체 거푸집들(1100, 1110) 사이에 위치되는 거더 빔(1300)과, 상기 거더 빔(1300)에 연결되며, 연결된 상태로 수평이동이 가능하여 거더 빔(1300)과 벽체 거푸집 사이의 연결거리를 조절할 수 있는 길이조절부재(1500) 및 상기 길이조절부재(1500)와 벽체 거푸집 사이를 연결하는 링크부재(1600)를 포함하여 구성되는 것을 특징으로 하는 슬래브 거푸집 거더 빔 체결장치에 관한 것이다. 본 발명에 의하면 길이조절부재에 의해 거더 빔과 벽체 거푸집 사이의 연결 거리에 따라 길이가 변화되는 슬래브 거푸집 거더 빔 체결장치를 제공할 수 있는 효과가 발생된다. The present invention is connected to the wall formwork (1100, 1110), the girder beam (1300) located between the wall formwork (1100, 1110) and the girder beam (1300) is installed to form a wall, A length adjusting member 1500 capable of adjusting a connection distance between the girder beam 1300 and the wall formwork and a link member 1600 connecting between the length adjusting member 1500 and the wall formwork can be moved horizontally in a connected state. It relates to a slab formwork girder beam fastening apparatus comprising a. According to the present invention, the effect of providing a slab formwork girder beam fastening device whose length is changed by the length adjusting member in accordance with the connection distance between the girder beam and the wall formwork is generated.

Panel supporter for concrete slab

본 고안은 천장공사용 패널 받침대에 관한 것으로서, 보다 상세하게는 건물 콘크리트 골조 공사의 천장부분 거푸집 설치시 사용되는 유로폼, 사각파이프 및 패널 등의 설치를 원활하게 하기 위한 콘크리트 천장공사용 패널 받침대에 관한 것이다. The present invention relates to a panel support for ceiling works, and more particularly to a panel support for concrete ceiling for smooth installation of euroforms, square pipes and panels used in the installation of the ceiling formwork of a building concrete frame construction. 본 고안에 따른 콘크리트 천장공사용 패널 받침대는, 이웃하는 벽체 유로폼 프레임이 끼워질 수 있는 간격을 가진 두개의 판으로 일측에 웨지핀이 관통할 수 있는 크기의 핀홀을 형성한 유로폼 고정판과, 상기 유로폼 고정판의 내측에 위치하고 일부가 하부방향으로 돌출한 수직지지보강부와, 막대형의 판형상으로 상기 유로폼 고정판이 간격을 유지하도록 유로폼 고정판의 후방에 일체형으로 형성한 고정판 지지부와, 막대형의 판형상으로 상기 고정판 지지부의 후방에 벽체와 수직방향으로 뻗은 고정재 지지부 및 고정재의 이탈을 방지하기 위한 지지판을 포함하여 구성한다. The concrete ceiling panel panel pedestal according to the present invention is a two-plate with a space that can be inserted into the neighboring wall euroform frame, the euroform fixing plate formed a pinhole of the size that the wedge pin can penetrate on one side, and the euroform fixing plate A vertical support reinforcement part which is located inside of and protrudes downward in a downward direction, a fixed plate support part integrally formed at the rear of the flow-form fixing plate so that the flow-form fixing plate is spaced in a bar-shaped plate shape, and a bar-shaped plate shape And a support plate for preventing the detachment of the fixing member and the fixing member supporting portion extending in the vertical direction with the wall at the rear of the fixing plate supporting portion. 이와 같이 구성한 본 고안은, 유로폼 고정판에 의해 벽체 콘크리트를 형성하는 벽체 유로폼에 고정되고, 외팔보 형상의 고정재 지지부를 형성하기 때문에 천장 슬라브를 형성하는 패널 사이에 고정재 설치가 용이하며 작업자의 안정성이 높아진다. 또한, 설치의 간편성으로 작업인원 선택의 폭이 넓어지며 이에 따라 인원절감 및 공기의 단축 효과를 얻을 수 있다. The present invention constructed as described above is fixed to the wall flow-form forming the wall concrete by the flow-form fixing plate, and forms the cantilever-shaped fixing material support, so that the fixing material is easily installed between the panels ...