Струбцина для крепления опалубки монолитных балок

CLAMP

LOST FORMWORK ELEMENT FOR A FALL

Ring beams formwork member

Die vorliegende Erfindung bezieht sich auf ein Ringbalkenschalungselement (2) mit seitlichen Schalungsplatten (4), die durch ein Verbindungselement (6) miteinander verbunden sind, wobei auf eine der Schalungsplatten (4) ein wärmedämmendes Element (8) aus einem geschäumten Werkstoff aufgesetzt ist. Um die Haftung herkömmlicher Fassadenmaterialen auf dem wärmedämmenden Element einer Ringbalkenschalung zu verbessern, wird vorgeschlagen, dass auf die nach außen weisende Seite des wärmedämmenden Elements (8) eine Ziegelblende (10) aufgeklebt ist.

Schalungselement

Die vorliegende Erfindung bezieht sich auf ein Schalungselement (2) mit beabstandet zueinander gegenüberliegend angeordneten rechteckigen Schalungsplatten (4), die durch Verbindungselemente (6) miteinander verbunden sind, wobei die Verbindungselemente (6) den Zwischenraum (8) zwischen den gegenüberliegenden Schalungsplatten (4) überbrücken, die Verbindungselemente (6) einen verbindenden Schenkel (10) und zwei seitliche freie Schenkel (12) aufweisen, die sich in einer zur Schalungsplattenebene zumindest annähernd parallelen Richtung erstrecken, und die Schalungsplatten (4) von den freien Schenkeln (12) in ihrer räumlichen Lage gehalten sind. Um die Herstellung einer Schalung für Betonwandabschnitte im Bereich eines Kniestocks zu vereinfachen, wird vorgeschlagen, dass die Schalungsplatten (4) in den Bereichen ihrer vier Ecken (14) durch Verbindungselemente (6) miteinander verbunden sind.

CROSS GIRDER FORMWORK FERRULE

SYSTEM FORMWORK FOR AN EXHIBITING CONCRETE COVER A CROSS GIRDER.

UNTERZUGSCHALUNG.

Slab beam footing formwork

REVERSIBLE CONCRETE FORMWORK

REVERSIBLE CONCRETE FORMWORK This invention pertains to a novel two-sided reversible formwork system which can be used in the manufacture of a wide range of structurally efficient cross-sectional shaped concrete beams, columns and structures. A concrete formwork construction comprising: (a) an elongated upper section being planar along one side; (b) an elongated mid section being planar along both sides; and (c) an elongated bottom section being planar along one side.

Hilfsmittel zum Abstützen der Verschalung bei der Herstellung von Fenster- und Türbögen bei Neubauten.

Verschalung für Betonstürze von Fenster- und Türöffnungen

Morsa regolabile particolarmente per casseforme di travi in calcestruzzo e cemento armato

Dispositif d'étaiement pour travaux de construction

Coffrage pour poutre

Schalung, insbesondere für Tür- und Fensterstürze

Dispositif de coffrage

Arc-shaped timber formwork reinforcing device and construction equipment

Die liang banzhu structure construction method

Template location drawknot fixture

A base that be used for elevartor shaft even beam mold board establish

Arc formwork reinforcing apparatus

A beam die fixing device capable of being adjusted according to change of a beam cross-section

Large-span floor beam formwork reinforcing structure

Exchangeable assembled template

Formwork-erecting-free device for masonry structure constructional columns and waist beams

Beam side die reinforcing apparatus with adjustable

Inverted triangular support of cast-in-situ box girder

Concrete construction template

Template structure is pour to back timber

Simple reinforcing member for ring beam formwork of masonry structure

Ring beam side mode elastic clamp hoop

Roof beam body fixed bolster with adjustable

... 本实用新型公开了一种可调式梁体固定支架，其特征在于，主要由槽钢、螺杆、螺栓和钢管组成，整体呈多个三角形联体的形式，包括：主支撑结构(1)、可调钢槽(2)、可伸缩连杆(3)、“T”形螺杆组(4)和辅助连杆(5)。本实用新型的有益之处在于：可以节省施工成本，增加施工安全系数，减少木工工序，加快工程进度，缩短工期。 ...

Large-span beam and slab support mould

Special template for adhering large formwork beam opening

A design anchor clamps that is used for small-size roof beam such as reverse roof beam, ring beam

A building template and method of use

A concrete parting barrier grid net

Cement-based section bar for combined concrete beam and construction method thereof

Wood or bamboo template beam-column joint and crossing-beam joint supporting structure and method

Framework structure of long-span dual-curved type assembling box beams

A U-shaped frame assembled steel reinforced concrete beam and its connecting steel frame

Lintel cement template

adjustable carrying elements for formwork, more particularly for formwork of beams

PIVOTING-TOOTH COMB-FORM FORMWORK FOR SEWERS OF REINFORCED CONCRETE BEAMS HAVING VERTICALLY-DISCONNECTABLE ENDS WHICH CAN BE DISPLACED VERTICALLY

Reinforced concrete beam manufactured in the same place that the beam must occupy in a construction industry

APPAREIL DESTINE AU COFFRAGE DES LINTEAUX, SOMMIERS, PO UTRES ET PILIERS EN BETON ARME

L'INVENTION EST UNE EQUERRE DESTINEE A FACILITER LE COFFRAGE DU BETON ARME. IL APPORTE UNE NOUVELLE METHODE DANS L'ART DU COFFRAGE. LE PRINCIPE EST CELUI DU SERRE LIVRE. IL EST D'UNE GRANDE SIMPLICITE ET APPORTE UNE SECURITE ACCRUE POUR LE PERSONNEL. CETTE INVENTION EST CONSTITUEE D'UNE EQUERRE EN FER PLAT RENFORCEE PAR UN BRAS DESAXE ET PERCEE DE TROUS DEPORTES DESTINES AU CLOUTAGE. CET APPAREIL FACILITE LE COFFRAGE, ASSURE UN EXCELLENT MAINTIEN ET PERMET DE VIBRER LE BETON.

FORMWORK SACRIFICE FOR the MANUFACTURE OF LONGITUDINAL BEAMS, MANUFACTORING PROCESS OF LONGITUDINAL BEAMS, LONGITUDINAL BEAMS CARRIED out AND INSTALLATION OF RECOVERY AND WATER TREATMENT OF WASHING Of AGRICULTURAL MACHINES

Construction of horizontal concrete surface - involves casting concrete onto precast slabs supported between composite beams

SUPPORTING APPARATUS FOR GIRDER FORM

Permanent Beam Form

the girder form construction method using the deck composite

PREFABRICATED BEAM STRUCTURE WITH FORM

The present invention relates to a prefabricated beam structure with a form, and more specifically comprises: a plurality of main angles formed by a length member of an up-side down L shape cross section and arranged in a direction parallel to the longitudinal direction of a beam at positions corresponding to each corner of the beam; a hoop flat disposed on each side of the beam in a direction intersecting with the longitudinal direction of the beam, and having an end portion overlapping at corners of the beam being fixed to each other to enclose the main angles in a form of a closed rectangular frame; and a form panel disposed on both side and bottom surfaces of the beam and fixed to the hoop flat. The form panel includes: a lower portion plate having a rectangular shape with an upper center open corresponding to the length of the beam; a first side plate on which a lower end portion is fixedly secured to one side of the lower portion plate and on which at least one first welded portion ...

side supporting system to a beam form for forming concreate beam

Manufacturing method of pretension PSC structure using inner bulkhead and inner reaction bar

MOLD GUIDE APPARATUS FOR PRE-STRESSED CONCRETE SEGMENTAL GIRDER

The present invention relates to a pre-stressed concrete (PSC) segmental girder mold, using an integrated plate type steel mold to manufacture a PSC segmental girder and using a pipe spacing material to easily adjust the interval between two molds; and an interval maintenance method thereof. To achieve this in accordance with the present invention, the PSC segmental girder mold having a cross section including an upper flange, an abdominal, and a lower flange comprises an integrated plate type mold formed by integrally forming one or more reinforcement bars to reinforce an upper and a lower flange, or an abdominal part in a plate type mold body surrounding a left or right side of the PSC segmental girder to be manufactured. A mold interval maintenance member is fixated on each top or bottom part of two integrated facing plate type molds to surround the left and right sides of the PSC segmental girder with a bolt such that a PSC girder mold to maintain the interval between two faced left ...

COVERING MEMBER FOR MOLD CORNER CAPABLE OF FINISHING CORNER SECTION POURED WITH CONCRETE

PURPOSE: A covering member for a mold corner is provided to prevent the finished part from being closely attached on the surface of the mold and having a gap and to smoothen the edge of the building post. CONSTITUTION: A covering member for a mold corner comprises a triangular finishing part(110) which is closely attached to the inner corner of primary and secondary molds(30,40), and a support part(120) which is extended to one side of the finished part and closely attached to the circumference(30a) of the primary mold. In the end of the supporting part, a jaw(122) connected in the rear end of the circumference of the primary mold is equipped. In the finished part, primary and secondary attachment surfaces(112,113) which are closely attached to the inner surface(30b,40b) of the primary and secondary molds are formed. © KIPO 2009 ...

BEAM STEEL OUT CORNER FORM AND BEAM STEEL FORM ASSEMBLYING METHOD THEREOF

PURPOSE: A beam steel out corner form is provided to increase the working speed and to minimize the loss of materials by assembling and dismantling a beam form easily, to minimize the impact added on a building by dismantling each beam steel out corner form one by one and to use the pre-manufactured form without assembling a form in a construction site. CONSTITUTION: The beam steel out corner form(100) comprises a body formed to have an L-shaped section and the curved contact surface with the inner side of an upper wall and the upper side of a floor, a pin hole formed on the upper part of an upper wall of the body and a pin hole formed on the side of the floor of the body. The beam steel form assembling method comprises the steps of: coupling a pair of beam steel out corner forms(100) and a floor form(200) on the floor; coupling the beam steel out corner form(100) coupled with the floor form(200) with scaffolding log(500); coupling the beam steel out form(100) coupled with the scaffolding ...

BEAM FORM WITH PLATFORM HOLDER

The present invention relates to a beam form. More specifically, in constructing a concrete structure without a slab between beams adjacent to each other, an operator is freely moved between both side beam forms and is able to easily perform construction of forms using the beam form with a platform holder. According to the present invention, the beam form with the platform holder comprises: a lower portion plate forming a lower portion surface of a beam; a side surface plate vertically installed to be connected to a side portion of a lower portion plate, forming both side surface of the beam; and a platform holder coupled to an upper end of the side surface plate such that the work platform is able to be held thereto. COPYRIGHT KIPO 2017 ...

FORFARANDE VID FORMSETTNING FOR GJUTNING AV BETONGBJELKLAG

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.

T-head shore hanger

METHOD FOR USING AERATED AUTOCLAVED CONCRETE IN RESIDENTIAL AND COMMERCIAL CONSTRUCTION

A method for construction using a panel and plank system that may optionally be made of Aerated Autoclaved Concrete (AAC), wherein wall panels are delivered, erected and attached to structural forms and braced with properly designed shoring/struts with form ties and specifically designed “panel ties”. Intermediate bracing is installed at midspan locations where spans are short and there is a possibility of wall buckling. Floor/roof planks are set on top of the walls being cognizant of bearing surface requirements. The deformed and post-tension reinforcing steel is set/installed and any miscellaneous detailing is completed. Thin AAC panels can be installed as form liners for added insulation where dimensions accommodate them. Structural grout or small aggregate concrete is placed, consolidated/vibrated, and finished and allowed to cure to minimum required strengths. Roof pours are given a “crown” to allow proper drainage. 1. A method for creating an integral monolithic superstructure , the method comprising:placing a first set of construction materials that include planks, panels, or planks and panels on a construction site to form one or more vertical walls of the integral monolithic superstructure;placing a second set of construction materials that include planks, panels, or planks and panels on a top edge of the first set of construction materials to form a horizontal surface of the integral monolithic superstructure; andcasting one or more beams, corners, columns, toppings, or combinations thereof, wherein each of the one or more beams, corners, columns, toppings, or combinations thereof is adjacent to at least one plank or panel of the first set of construction materials and at least one plank or panel of the second set of construction materials.2. The method of claim 1 , wherein the first set of construction materials and the second set of construction materials comprise aerated autoclave concrete.3. The method of claim 1 , further comprising:receiving a floor ...

Schalung

Shuttering fastening system for use in construction of poured concrete building has rails on inside surfaces of shuttering panels accommodating sliders with hooks for bent ends of spacer rods

The shuttering uses panels (2) with dovetail joints at their edges. Each panel has a T-section rail (3) fastened to its inside surface near the top. A slider (5) has a C-shaped groove and inwardly-turned flanges (7,8) which engage the enlarged foot (4) of the rail. A screw (9) with an eye (10) is screwed into a threaded bore in the slider. The shuttering panels on either side of the wall are connected by spacer rods with ends bent through 90 degrees and engaging the eyes.

Selbstklettersystem und Verfahren zum Betonieren eines Unterzugs und/oder Montieren eines Fertigteils mittels eines Selbstklettersystems

Ein Selbstklettersystem (10) auf dem Objekt des Bauwesens weist zumindest einen Horizontalträger (12), der für die Abstützung zumindest eines Fertigteils und/oder zumindest einer Schalung (14, 16) angepasst ist, dabei weitgehend horizontal ausgerichtet ist und in Richtung des zu erstellenden Bauteils ragt und schwenkbar an einem Vertikalprofil (18) des Selbstklettersystems (10) angebracht ist. Ein Verfahren zum Betonieren eines Unterzugs und/oder Montieren eines Fertigteils mittels eines Selbstklettersystems (10) weist folgende Schritte auf: - Ausschwenken zumindest eines Horizontalträgers (12) zum Abstützen eines Fertigteils und/oder einer Schalung (14, 16) in eine weitgehend horizontale Position, - Einschalen und Betonieren eines Unterzugs (48) und/oder Montieren eines Fertigteils und - Einschwenken des zumindest einen Horizontalträgers (12).

DEVICE TO SUPPORT THE FORM FOR POURING CONCRETE ON OR AGAINST PROFILED SHEETPILES

Schalungsfreies Dämmschalen-Verfüllsystem, Fertigbauteil für Ringanker, Ringbalken, gedämmte Aussteifungen

Schalungsfreies Dämmschalensystem Verfüllung mit Beton, dadurch gekennzeichnet, dass es sich um ein Fertigelement mit Zusatznutzen (Statik und Wärmetechnik) ohne weitere Schalungen zur Verfüllung mit Beton handelt. 1 und 2 ...

Verstellbare Schalungszarge zum Zusammenhalten der Schalungsmittel zum Herstellen von prismenfoermigen Betonkonstruktionen

Improvements in or relating to clamps

... 694,882. Beam shuttering. ACROW (ENGINEERS), Ltd. Nov. 21, 1951 [Dec. 20, 1950], No. 31043/50. Class 20(ii) A clamp for shuttering for casting concrete beams in situ comprises two L-shaped structures 5, 6. 8 sliding in a guide beam 1 their distance apart, being adjusted by a right- and left-hand screw 11.

Sheet metal shutter member suitable for use in the casting of concrete

... 929,020. Shuttering for casting concrete. R. KATZ. July 3, 1959 [July 17, 1958], No. 41637/62. Divided out of 929,019. Drawings to Specification. Class 20 (2). This subject-matter is described in Specification 929,019 but the claims are concerned with sheet metal shuttering members of L and channel section having slotted flanges at one or more edges and sliding on one another.

A support for shuttering used for casting concrete beams

... 762,093. Casting concrete beams in situ. WILLIAMS, C. E. May 27, 1954 [May 27, 1953], No. 14762/53. Class 20(2) A support for the bottom and side components of shuttering :for casting concrete beams in situ, comprises a pair of parallel plates 1 and a pair of pivotally mounted blades 15 which can be swung into vertical positions to support the side components 20 of the shuttering. Each plate 1 has a longitudinal slot 9 through which a bolt 10 passes. The end of the bolt 10 carries a spring 13 secured by a nut 14, while a blade 15 is welded to the middle of the bolt 10. The blades 15 are each maintained in vertical position by a rack, not shown, which engages a tapered side edge 16 of the blade. 'The distance apart of the blades 15 is adjustable by sliding the bolts 10 along the slots 9. The bottom component 17 of the shuttering rests on flanges 3 of the plates 1, the component 17 being retained by nails passing through holes in the flanges 3. The blades 15 may be extended in length by extensions ...

DEVICE FOR SUPPORTING THE FORMWORK WHEN POURING CONCRETE ONTO OR AGAINST FORMED SHEET PILE WALLS.

VERLORENES SCHALUNGSELEMENT

Bei einem verlorenen Schalungselement aus einem wärmedämmenden, in sich steifen, jedoch nicht tragendem Material für den Einsatz beim oberen Abschluß von Gebäudeöffnungen ist ein Abschnitt des Schalungselementes (1) als nach oben hin offenes Profilstück gegebenenfalls zum Einlegen von Bewehrungselementen oder Fertigbauteilen und/oder zum Einfüllen eines Baustoffgemisches, z.B. Beton ausgebildet. Im Bereich dieses Profilstückes ist ein Bodenteil (3) vorgesehen, wobei in der bestimmungsgemäßen Lage des Schalungselementes ein oder beide Endbereich(e) desselben auf die Gebäudeöffnung begrenzenden Wandteilen aufliegt bzw. aufliegen. Der Bodenteil (3) weist im Bereich des Profilstückes zumindest an einem der Endbereiche des Schalungselementes (1) eine oder mehrere Durchgangsöffnung(en) (5) oder einen oder mehrere ausbrechbare bzw. auf andere Weise entfernbare Abschnitte (6) zur Herstellung von Durchgangsöffnungen (5) auf.

FORMWORK SYSTEMS

System for surface profiling of poured concrete slabs

Apparatus for creating a step or break in level of a poured concrete building slab, said apparatus comprising a length of section of suitable height and closed or open cross-sectional shape supported upon a plurality of discrete chairs which are, in turn, fixed to supporting formwork by suitable fastenings; said chairs being unitary or comprising height-adjustable elements; said section providing level references to which the surfaces of the higher and lower parts of said concrete slab are finished and acting as a riser between the two said surfaces; said section and said chairs being left in place in said concrete slab following its curing.

SYSTEM AND METHOD FOR REINFORCED CONCRETE CONSTRUCTION

INTEGRATED FORMWORKS

The present invention relates to formwork for placing concrete in concrete products: individual elements or a structure, etc. The objects of this invention are: - a product called INTEGRATED FORMWORK that is a thin plate made of concrete or other suitable materials. In most cases this plate has a ready finished face. - a process to produce INTEGRATED FORMWORKS - a process to produce products using the INTEGRATED FORMWORKS for individual elements or structures, etc. - a product called "Reusable concrete form" that is a thin plate made of concrete whose purpose is to be a reusable formwork for placing concrete in concrete products, structures, etc. - a process to produce Reusable concrete forms. - a process for producing products by using Resuable concrete forms. - the present invention has a vast field of applications: highrise and residential buildings, public and industrial buildings, bridges, tunnels, etc. The present invention is supposed to improve the existing technology in many aspects ...

Arc beam support die

Template system hangs with adjustable it is universal

Beam column node built -up plate

Concrete steel formwork support construction method

Formwork adjusting structure for cross-shaped cross-section beam

Building beam side die board to arm -tie fixing device

Template strengthening device at high stride and low stride

High-layer frame supporting beam formwork supporting structure

Beam -ends anchorage sealing concrete construction typical forms

Mould cast -in -situ construction equipment is hung to middle cross beam

Template supporting system of hollow reinforced concrete beam

A hold in palm on top for truss -like cast -in -place beam support

Universal front girder metal section bar

For the cantilever beam frame

A quick detach device that is used for engineering little cross-section roof beam template to consolidate

Formwork and supporting system of vertical crossed triple concrete beam

System is separated to roof beam concrete

Stay-in-Place Fascia Forms and Methods and Equipment for Installation Thereof

Stay-in-place fascia forms and methods and equipment for installing thereof. A concrete form includes a vertical component and a horizontal component, the vertical component located substantially perpendicular to the horizontal component. Also, the form includes an interior surface, at least a portion of the interior surface providing a form for supporting uncured concrete; wherein the uncured concrete forms a concrete structural portion upon curing of the uncured concrete; and wherein the interior surface remains attached to the concrete structural portion after curing. The form may include inserts and compatible form attachments. Also, forms including recesses may be utilized to reduce the weight thereof. Lifting equipment and accessories may be utilized to lift the form from a form holder and set same in place. Forms contain the work area as soon as it is installed to minimize fall hazards and the time, costs, and downtime associated with installation of safety measures. 1. We claim a stay-in-place fascia form for creation of a structure , the form for supporting uncured concrete prior to curing comprising:a substantially L-shaped concrete form having a substantially vertical component and a substantially horizontal component, said substantially vertical component having a substantially vertical inwardly facing surface and a substantially vertical outwardly facing surface, said substantially horizontal component having a substantially horizontal inwardly facing surface and a substantially horizontal outwardly facing surface, said substantially vertical component located substantially perpendicular to said substantially horizontal component and extending upwardly from said horizontal component, said form having a form interior surface formed from said substantially vertical inwardly facing surface and said substantially horizontal inwardly facing surface, at least a portion of said form interior surface in contact with the uncured concrete;wherein the uncured ...

Stay-in-Place Fascia Forms and Methods and Equipment for Installation Thereof

Stay-in-place fascia forms and methods and equipment for installing thereof. A concrete form includes a vertical component and a horizontal component, the vertical component located substantially perpendicular to the horizontal component. Also, the form includes an interior surface, at least a portion of the interior surface providing a form for supporting uncured concrete; wherein the uncured concrete forms a concrete structural portion upon curing of the uncured concrete; and wherein the interior surface remains attached to the concrete structural portion after curing. The form may include inserts and compatible form attachments. Also, forms including recesses may be utilized to reduce the weight thereof. Lifting equipment and accessories may be utilized to lift the form from a form holder and set same in place. Forms contain the work area as soon as it is installed to minimize fall hazards and the time, costs, and downtime associated with installation of safety measures. 1. We claim a stay-in-place fascia form for creation of a structure , the form for supporting uncured concrete prior to curing comprising:a substantially L-shaped concrete form having a substantially vertical component and a substantially horizontal component, said substantially vertical component having a substantially vertical inwardly facing surface and a substantially vertical outwardly facing surface, said substantially horizontal component having a substantially horizontal inwardly facing surface and a substantially horizontal outwardly facing surface, said substantially vertical component located substantially perpendicular to said substantially horizontal component and extending upwardly from said horizontal component, said form having a form interior surface formed from said substantially vertical inwardly facing surface and said substantially horizontal inwardly facing surface, at least a portion of said form interior surface in contact with the uncured concrete;wherein the uncured ...

Edge form system for forming simulated stone coping

An edge form system has a molded liner and a form board. The molded liner has a textured imprinting on the inner surface for forming a simulated stone coping and a first interlocking element. The form board has a base for mounting the form board on a vertical structure, a coping support wall, a liner receiver, and a second interlocking element for interlocking with the first interlocking element.

COMPOSITE CONSTRUCT AND METHODS AND DEVICES FOR MANUFACTURING THE SAME

Methods for manufacturing a composite concrete structure are provided. A method can include utilizing a shell formwork with a displacement piece positioned therein. A first type of concrete can be placed in the shell formwork around the displacement piece. The displacement piece, when removed, leaves a void that is tillable with a second type of concrete for form the composite concrete structure. A reinforcement cage or reinforcement rods can be incorporated into the void prior to placement of the second type of concrete. 1. A composite construct comprising:an outer shell comprising a first-type of concrete comprising a moisture-resistant Ultra High Performance Concrete (UHPC) and having a void with a surface formed by a removable displacement piece; anda concrete core formed within the void comprising a second-type of concrete that, while curing forms an interface with the outer shell where the second-type of concrete fuses with the surface of the void.2. The composite construct claim 1 , according to claim 1 , further comprising a metal rod or reinforcement cage embedded within the concrete core.3. (canceled)4. The composite construct claim 2 , according to claim 2 , wherein the second type of concrete comprises Normal Strength Concrete.5. The composite construct claim 4 , according to claim 4 , wherein the metal rod or reinforcement cage comprises mild steel.6. The concrete construct claim 2 , according to claim 2 , wherein a part of the metal rod or reinforcement cage extends through the outer shell to the outside of the composite construct.7. The composite construct claim 5 , according to claim 5 , comprising at least two flat sides.8. The composite construct claim 5 , according to claim 5 , comprising a column with a circular circumference.9. The composite construct claim 5 , according to claim 5 , comprising at least one arch formed therein.10. A method for manufacturing a composite construct comprising:obtaining a shell formwork for the composite construct; ...

BUCKLING REINFORCEMENT FOR STRUCTURAL MEMBERS

A method and an article of manufacture are disclosed for externally reinforcing various solid structures, such as columns, poles, piles, beams and the like, against buckling under compressive forces and loads. In various embodiments, a seamless multi-layer jacket is constructed around the structural member by wrapping a thin sheet of material around the structural member, as many times as needed, at a distance from the structural member. While maintaining the thin sheet of material wrapped around the structural member, a filler material will fill the annular space between the jacket and the structural member, wherein the structural member, the jacket, and the filler material cooperate to better resist the buckling of the structural member when subject to compressive forces and loads. 1. An apparatus for restraining a structural member against buckling , the apparatus comprising:a) a seamless jacket around the structural member that is configured to resist compression and tension loads, constructed by overlappingly wrapping at least one flexible sheet of material around the structural member, wherein the jacket stays at a distance from the structural member to form an annular space between the jacket and the structural member and wherein overlapped surfaces of the flexible sheet of material are permanently attached together;b) a filler material to fill the annular space between the jacket and the structural member, wherein the cured filler material can slide over a surface of the structural member at least in one direction.2. The apparatus of claim 1 , wherein the structural member is made of steel.3. The apparatus of claim 1 , wherein the filler material is a non-shrink concrete or a cementitious grout.4. The apparatus of claim 1 , further including application of a debonding material to the surfaces of the structural member prior to introduction of the filler material.5. The apparatus of claim 4 , wherein the debonding material is grease or other non-water-soluble ...

MOLD FOR MODULAR UNITS FOR INSULATING CONCRETE FORMS

Embodiments of modular building units (blocks) are disclosed that can be stacked to provide insulating concrete forms (ICFs). The blocks are formed of a foamed polymer material, such as foamed polyurethane. The blocks, when assembled together in an ICF, are configured to form one or more vertical columns of concrete and one or more horizontal beams of concrete intersecting the one or more columns, in a manner of post and beam construction. The blocks can be tightly interlocked with other blocks in a construction process. The disclosed blocks can include significant interior space for rebar and concrete to be inserted to construct the structure. Molds and methods for producing modular units are also disclosed. The molds and methods enable rapid production and removal of modular building units from the molds. Methods of constructing structures using the modular building units are also disclosed. 1. A mold for molding a foamed polymer material into a modular building unit to be used for erecting insulated concrete forms to construct a concrete structure , the mold comprising: a front side plate to form an outer surface of a front panel of the modular building unit;', 'a back side plate to form an outer surface of a back panel of the modular building unit;', 'a first end plate coupled to a first end of the front side plate and a first end of the back side plate, the first end plate to form a first end surface of the front panel and the back panel of the modular building unit and to form an outer surface of a first end support member that couples the front panel and the back panel;', 'a second end plate coupled to a second end of the front side plate and a second end of the back side plate, the second end plate to form a second end surface of the front panel and the back panel of the modular building unit and to form an outer surface of a second end support member that couples the front panel and the back panel;', 'a lid to form a top surface of the front panel and the ...

MOULDING UNIT FOR GIRDER CONSTRUCTION BY MEANS OF QUICK-ASSEMBLY SYSTEMS

The invention relates to a unit that comprises a closing piece arranged on a horizontal surface onto which side panels are secured, for which purpose the closing piece has side perforations arranged longitudinally and in line with projections that the side panels have on their lower edge. The side panels are vertically secured onto the closing piece via clips or the like secured onto the closing pieces. Thanks to the structural features of the parts and their engaging design, an assembly is obtained which is easy to assemble and dismantle, allowing girders to be built directly on site, as well as allowing the removal of forms from girders with complex geometries (holes, section reductions, etc.).

Construction process of structures with empty segments and construction system of structures with empty segments

The present invention relates to an industrialized construction process of at least part of a structure ( 1 ) to be constructed, by applying it, for example, to bridge decks, in which the filling material ( 8 ) is poured in situ on empty segments ( 3 ) prefabricated ex situ. The construction process according to the present invention comprises the prefabrication of empty segments ( 3 ) including the assembling of steel reinforcement elements ( 9 ) and assembling fixing elements ( 4 ) whereby these comprise rigid elements ( 22 ) and at least part of the moulds ( 13 ), which occur at a location ( 5 ) ex situ, for example at the factory, construction site or at a place close to the works front line; transport and placement of the empty segments ( 3 ) in the final position in the structure ( 1 ); the operation of pouring the filling material ( 8 ); consolidation or curing of the filling material; prestressing the structure ( 1 ), if applicable; removal of the moulds ( 13 ) and fixing elements ( 4 ); followed by the start of the next cycle, if applicable. The present invention also relates to a construction system adapted for carrying out a construction process of a structure ( 1 ) to be constructed.

Connector with projections of conical or semi - conical section

The present invention describes a connector () with conical or semi-conical section, with snap-type bayonet coupling mechanism that allows an easy fixation and remotion of a building structure. These connectors can present variable geometry and length. A building structure comprising a plurality of such connectors () as well as a process of construction of said building structure is also described here. 116791111424. Connector () for building structure , characterized in that it is composed of a bar () folded so as to obtain at least a first projection () and at least a first protrusion () having a lateral section of a conical or semi-conical shape and having a first longitudinal extent being that said connector () comprises a snap-type bayonet coupling element () , linked in these structural bracket () are adapted to be cutlery in inclined position (-) preferably at 45° , to respond effectively to shear force and point loads.216. Connector () according to claim 1 , characterized in that the bar () is made of steel.316. Connector () according to claim 1 , characterized in that the bar () is made with thermoplastic composite materials having high tensile and torsion strength.413145. Connector () according to claim 1 , characterized in that it is equipped with at least one seat () or bracket () for housing of at least a reinforcing iron ().515. Connector () according to claim 4 , characterized in that comprises more than one reinforcing iron () of different thickness.613145. Connector () according to claim 4 , characterized in that said seats or brackets ( claim 4 ,) are for housing two reinforcing iron ().7169. Connector () according to claim 1 , characterized in that said steel or plastic bar () is adapted to be folded so as to obtain at least a second protrusion () having a lateral section of a conical or semi-conical shape and having a second longitudinal extension claim 1 , said second extension being smaller than said first extension.8111. Connector () according ...

METHOD FOR CREATING A WOOD PLATFORM ON TOP OF SUPPORT BRACKETS

A device for assisting to secure a bridge support bracket to a beam, the device comprising: a support frame, a hook to secure the support frame to the beam, a clamp to grasp and hold the bracket, and a pivot axle to pivotally connect the clamp to the support frame. When attaching at least two spaced apart such devices to the beam, then clamping a support bracket in each of the at least two spaced apart devices, both support brackets can be pivoted to a position where wood boards attached to the top of the support brackets are held in a not horizontal position. By then placing a wood stud in a position where it spans the two support brackets and attaching the wood stud to the respective bracket wood boards, a workman can then further pivot the support brackets to where the wood boards extend horizontally away from the beam. 1attaching at least two spaced apart devices to the beam,clamping a support bracket in each of the at least two spaced apart devices,pivoting both support brackets to a position where the support bracket wood boards are held in a not horizontal position, and thenplacing a wood stud in a position where it spans the two support brackets, and thenattaching together the wood stud and the respective bracket wood boards, and thenfurther pivoting the support brackets to where the wood boards extend horizontally away from the beam.. A method for creating a wood platform on top of support brackets adapted to be attached to the side of a beam, each support bracket including a wood board attached to the support bracket and adapted to be attached to wood studs, the method comprising the steps of: This application claims the benefit of and priority to prior Application No. 62/641,944 filed Mar. 12, 2018, to Application No. 62/794,790 filed Jan. 21, 2019 and to Application No. 62/946,812 filed Dec. 11, 2019. This application is a Continuation-In-Part of application Ser. No. 16/295,437 filed Mar. 7, 2019.This application is directed to bridge building, and, more ...

Casing e.g. ring-type girder casing, unit, has reinforcing cage, inserted into space formed by plates, having longitudinal rods and G-shaped connectors fixedly connected with one another, where connectors make insertion gap in upper area

The unit has two side plates (2, 3) that are connected with each other by a cross clamp that serves as a connecting unit. A reinforcement cage (4) is inserted into a space (8) formed by the side plates. The cage has longitudinal rods (5) and G-shaped connectors (6), where the longitudinal rods and the G-shaped connectors are fixedly connected with one another, and the connectors make an insertion gap in an upper area.

The form fixing bar for a celling sleeve

본 발명은 천정보 슬리브 거푸집 고정바에 관한 것으로서, 천정 슬리브를 보강하는 보를 형성하기 위한 거푸집을 시공할 때 콘크리트 타설시 거푸집이 벌어지는 것을 방지하도록 하면서 한 명의 작업자로도 설치가 사능하면서 용이하게 설치할 수 있도록 하기 위하여 개발된 것으로; 천정 슬리브에 하향 돌출된 보를 시공하기 위하여 설치된 이격되어 입설되는 한 쌍의 거푸집의 사이를 관통 고정되어 타설되는 콘크리트 압력에 의하여 거푸집이 밀리는 것을 방지하도록 하는 천정보 슬리브 거푸집 고정바에 있어서; 상기 거푸집 고정바는 수직 입설되어 수평으로 길게 연장되는 긴 판재의 형상으로 이루어지며, 양측 끝단은 절개되어 상부와 하부로 나누어진 후 상호 다른 방향으로 90도 절곡되어 서로 다른 거푸집의 외측면에 밀착하는 한 쌍의 측면 고정편이 형성되고, 양측 거푸집의 내측면과 만나는 상단과 하단에는 절개된 내측으로 갈수록 폭이 좁아지는 형상으로 절개된 제1 절단홈이 형성되며, 하부의 양측 제1 절단홈이 형성되는 하단에서 상호 마주보는 방향으로 수평으로 연장되어 보의 저면을 형성하는 베이스 판의 상면과 밀착하는 밀착부가 형성되고, 상기 양측 밀착부의 사이 하단은 베이스 판의 상면과 이격되는 연장부가 형성되고; 보의 측면을 형성하는 양측 거푸집과 저면을 형성하는 베이스 판이 만나는 하단 모서리에서 두 면이 각각 거푸집과 베이스 판에 밀착되는 긴 막대 형상의 삼각바가 밀착되며, 상기 제1 절단홈 중 하부에 위치하는 양측 제1 절단홈은 상기 삼각바가 관통하도록 구성됨을 특징으로 하는 천정보 슬리브 거푸집 고정바에 관한 것이다. The present invention relates to a fixing bracket for a ceiling information sleeve, and more particularly, it relates to a fixing bar for fixing a ceiling sleeve so that a mold can be prevented from being opened when a concrete is laid, Developed to be; A ceiling sleeve fixture bar which is inserted through a pair of spaced apart formwork installed to construct a downwardly projected beam to prevent the form from being pushed by the concrete pressure laid on the ceiling sleeve. The dowel fixing bar has a shape of a long plate extending vertically and horizontally. Both ends of the dowel are divided into an upper portion and a lower portion and then bent 90 degrees in opposite directions to closely contact the outer surfaces of the different dies A pair of side fastening pieces are formed, and a first cut groove is formed in the upper end and the lower end of the side mold which meet with the inner side of the both side molds, The lower end of the base plate is horizontally extended so as to be in close contact with the upper surface of the base plate forming the bottom surface of the beam and the lower end between the two side close parts is formed with an extension part spaced from the ...

Prefabricated beam mold device

The present invention relates to a prefabricated beam mold, comprising: a lower plate including a first plate, a first lower plate bending unit and second lower plate bending unit which are bent upwardly from both side ends of the first plate to be extended, and a first lower plate coupling unit and a second lower plate coupling unit which are bent inwardly from an upper end of the first lower plate bending unit and second lower plate bending unit to be extended; one or multiple first side plate units including a second plate formed with a length corresponding to the upper end of the first lower plate bending unit, a first side plate extension unit bent from an upper end of the second plate towards the inside of the first plate to be extended, and a first side plate coupling unit bent from a lower end of the second plate towards the inside of the first plate to be extended; and one or multiple second side plate units including a third plate formed with a length corresponding to the upper end of the second lower plate bending unit, a second side plate extension unit bent from an upper end of the third plate towards the inside of the first plate to be extended, and a second side plate coupling unit bent from a lower end of the third plate towards the inside of the first plate to be extended. Here, the first side plate unit and second side plate unit are stood at an upper portion of the first lower plate bending unit and second lower plate bending unit after the first side plate coupling unit and second side plate coupling unit are individually coupled to the first lower plate coupling unit and second lower plate coupling unit.

보시공용 보브래킷

보시공용 보브라켓이 개시된다. 본 발명의 보시공용 보브라켓은, 투입된 콘크리트의 바닥을 형성하는 제1 폼과, 제1 폼과 앵글로 연결되어 콘크리트의 벽을 형성하는 제2 폼을 지지하는 보시공용 보브라켓으로서, 제1 폼의 널 및 앵글을 아래에서 지지하는 제1 지지부재; 제1 지지부재와 결합되고, 제2 폼의 널을 옆에서 지지하는 제2 지지부재; 및 제2 지지부재를 앵글 쪽으로 붙이는 밀착수단을 포함하고, 밀착수단에 의해 제2 지지부재가 앵글에 가까워질수록, 제2 지지부재는 제2 폼의 널에 밀착되고, 제1 지지부재는 제1 폼의 널 및 앵글에 밀착되는 것을 특징으로 한다. 본 발명에 의하면, 앵글이 사용되는 거푸집의 널을 직접 지지하여 콘크리트의 하중 및 측압에 대한 견고한 지지력을 형성하도록 이루어지는 보시공용 보브라켓을 제공할 수 있게 된다.

Apparatus and method for building slab of a concrete build

본 발명은 콘크리트 건축물의 슬라브 시공장치 및 방법에 관한 것으로, 양생 기간이 서로 다른 보와 플로우를 분리 시공하여 상대적으로 양생 기간이 짧은 플로우용 거푸집을 연속적으로 사용하고, 거푸집을 전용할 수 있도록 함을 목적으로 하며, 다수의 멍에재, 상기 멍에재 위에 직교하는 방향으로 결합되는 다수의 하부 장선재, 상기 하부 장선재 위에 결합되는 바닥판, 상기 바닥판의 좌우 양측에 각각 결합되는 좌우 측판으로 이루어지며 다수의 서포트에 의해 지지되는 보 거푸집(10)과; 평평한 판상이며 둘레부에 필라안착부가 형성되고 상기 보 거푸집 및 상호 간에 필라구역을 두고 배치되어 다수의 서포트로 지지되는 플로우 거푸집(20)과; 상기 보 거푸집의 상면과 상기 플로우 거푸집의 필라안착부에 안착되어 상기 플로우 거푸집과 동일 평면을 이루는 필라로 구성된다. 슬라브, 거푸집, 보, 플로우

超高大跨度型钢混凝土现浇梁模板加固装置及施工方法

一种超高大跨度型钢混凝土现浇梁模板加固装置，其由若干加固单元组成，所述加固单元包括梁侧模板、梁底模板、拉森钢板侧背楞、圆钢系杆、型钢梁；其中，梁侧模板与梁底模板焊接为一体式L型结构，两个L型结构对接组成一个U型结构整体，所述梁侧模板外部通过使用高强螺栓与拉森钢板侧背楞进行固定，U型结构两侧的拉森钢板背楞顶部之间通过圆钢系杆连接；所述U型结构内部放置型钢梁，U型结构底部的两个梁底模板的连接处设置有预留孔，型钢梁底部焊接有Y字形机械套筒，梁底模板的预留孔下方设置有十字型扣件，所述机械套筒和十字型扣件有反吊螺栓进行连接。本发明还包括一种超高大跨度型钢混凝土现浇梁模板加固装置的施工方法。

Installation system and construction method of connecting beam unit

본 발명은 제1 기둥부재의 제1 기둥접합철물에 접합되는 제1 단부접합철물; 제2 기둥부재의 제2 기둥접합철물에 접합되는 제2 단부접합철물; 상기 제1 단부접합철물 및, 상기 제2 단부접합철물에 걸쳐서 설치되는 앵글조립체; 내부에 상기 앵글조립체가 배치된 상태에서 콘크리트가 타설되는 거푸집유닛; 및, 상기 제1 단부접합철물과 상기 제2 단부접합철물에 거치되도록 설치되고, 상측에 상기 거푸집유닛이 설치되어 상기 거푸집유닛을 지지하는 하부지지철물;을 포함하고, 콘크리트가 타설되어 경화되면서 상기 앵글조립체와 콘크리트부재가 일체화된 후, 상기 하부지지철물과 상기 거푸집유닛은 탈거되는 것을 특징으로 하는 연결보유닛의 설치시스템을 제공한다. The present invention relates to a first end jointing steel member joined to a first pillar joint member of a first pillar member; A second end joining piece joined to the second post joining piece of the second post member; An angle assembly mounted over the first end joint metal and the second end joint metal; A molding unit in which concrete is laid with the angle assembly disposed therein; And a lower support metal piece mounted to the first end joint metal piece and the second end joint metal piece to support the form unit and the mold unit installed on the upper side, Wherein the lower support hardware and the molding unit are detached after the angle assembly and the concrete member are integrated.

Method of Constructing Insitu Concrete Beam Using Preinstalled Precast Concrete Slab

본 발명은 프리캐스트 콘크리트 슬래브와 현장타설 철근콘크리트 보의 접합 방법에 관한 것으로, 보다 상세하게는 프리캐스트 콘크리트 슬래브를 가설한 다음 이를 이용해 보 거푸집을 매달고 보 콘크리트와 덧침 콘크리트를 현장타설하는 선가설 프리캐스트 콘크리트 슬래브를 이용한 현장타설 철근콘크리트 보의 시공방법에 관한 것이다. 본 발명의 적절한 실시 형태에 따른 선가설 프리캐스트 콘크리트 슬래브를 이용한 현장타설 철근콘크리트 보의 시공방법은, 동바리를 설치하고 프리캐스트 콘크리트 슬래브를 동바리 위에 안착시켜 프리캐스트 콘크리트 슬래브를 가설하는 단계; 보 거푸집을 양중하여 프리캐스트 콘크리트 슬래브에 매다는 단계; 보와 슬래브 상부 철근을 배근하고 보 콘크리트와 덧침 콘크리트를 동시에 타설하는 단계; 및 콘크리트 경화 후 보 거푸집을 탈거하는 단계를 포함한다. The present invention relates to a method of joining precast concrete slabs and cast-in-place reinforced concrete beams. More specifically, after pre-installing precast concrete slabs, the construction of the precast concrete slabs is used to suspend the beam formwork and to cast the beam concrete and the overlay concrete. A method of constructing cast-in-place reinforced concrete beams using cast concrete slabs. In accordance with a preferred embodiment of the present invention, the method of constructing a cast-in-place reinforced concrete beam using a precast concrete slab includes: installing a copper bar and placing a precast concrete slab on the copper bar to construct a precast concrete slab; Lifting beam formwork and suspending it to the precast concrete slab; Reinforcing beam and slab upper reinforcing bars and placing beam concrete and overlay concrete at the same time; And removing the formwork after concrete hardening.

An assembly type supporting beam mold, and method for constructing this same

본 발명은 가변형 조립식 보 거푸집 및 이의 시공 공법에 관한 것으로, 자재의 공용을 통해 다양한 크기의 보 거푸집으로 제작이 매우 용이하고 구조 개선을 통해 자체 강성을 높여 시공성을 향상함을 목적으로 한다. 본 발명에 의한 가변형 조립식 보 거푸집은, 상호 간에 일정 간격을 두고 횡방향으로 배열되는 2개 이상의 거더(10)와; 상기 거더의 길이방향 양측에 2개 이상의 거더들을 따라 배열되어 상기 거더에 각각 고정되는 멍에(20)와; 상기 멍에의 외측에 각각 고정되는 앵글(30)과; 상기 거더와 상기 멍에의 상부에 올려지는 바닥측 거푸집(40)과; 상기 앵글을 통해 상기 바닥측 거푸집의 좌우측에 각각 세워지는 벽체측 거푸집(50)을 포함한다. The present invention relates to a variable prefabricated formwork and its construction method, it is very easy to manufacture a formwork of various sizes through the use of materials and to improve the construction properties by increasing its own rigidity through structural improvement. Variable prefabricated beam formwork according to the present invention, two or more girders 10 arranged in the transverse direction at a predetermined distance from each other; A yoke (20) arranged along two or more girders on both sides of the girder in the longitudinal direction and fixed to the girders, respectively; Angles 30 respectively fixed to the outside of the yoke; A bottom formwork 40 mounted on the girder and the yoke; It comprises a wall side formwork 50, which is erected on the left and right sides of the bottom formwork through the angle.

Non-disband Mold assembly for fabricating the girder

보시공용 무해체 거푸집 조립체를 제공한다. 본 발명은 슬래브의 하부에 슬래브의 하중을 분산하는 보를 시공하기 위한 거푸집 조립체에 있어서, 상기 슬래브의 천정면과 나란한 상부절곡판을 상부단에 절곡형성한 상부수직판을 갖추고, 서로 마주하는 상부수직판의 내측에 판재가 서로 포개지도록 접이가공된 적어도 하나의 배근용 접이부를 돌출형성하는 좌우한쌍의 측판 ; 상기 좌우한쌍의 측판의 각 하부단과 판연결부를 매개로 일체로 연결되는 좌우한쌍의 하부수직판을 갖추고, 상기 좌우한쌍의 하부수직판의 하부단사이를 연결하는 하부수평판으로 구비되는 하부마감판 및 상기 한쌍의 측판과 하부마감판사이에 형성되는 공간에 타설되어 채워지는 콘크리트에 매입되도록 상기 배근용 접이부에 지지고정되는 복수개의 보강용 철근을 포함한다. Provides a non-decomposable formwork assembly for construction purposes. The present invention is a formwork assembly for constructing a beam that distributes the load of the slab at the lower part of the slab, in which an upper bent plate parallel to the ceiling surface of the slab is bent at the upper end, and the upper number facing each other A pair of left and right side plates protruding from at least one folding part for reinforcement processed so that the plate members overlap each other on the inside of the direct plate; A lower finish plate having a pair of left and right lower vertical plates integrally connected to each lower end of the pair of left and right side plates through a plate connection part, and provided as a lower horizontal plate connecting the lower ends of the left and right pair of lower vertical plates And a plurality of reinforcing reinforcing bars supported and fixed to the folding part for reinforcement so as to be embedded in concrete to be poured and filled in a space formed between the pair of side plates and the lower finish plate.

A kind of combination set shaped steel formwork and its modeling method

本发明公开了一种组合定型钢模板，包括：模板组件，用于构成混凝土结构施工所需的封闭面并保证混凝土浇灌时建筑结构成型的板件；模板组件包括若干单体模板，单体模板包括单体标准板和单体阴角件；单体标准板上设有标准板斜角，单体阴角件上设置有阴角件斜角；连接组件，用于将单件模板连接成模型的连接件；支撑组件，用于在混凝土结构施工中对模板组件进行支撑的稳固件；紧固件，用于对通过模板组件建模成型的结构、宽度、尺寸进行定型的构件。还公开了一种利用组合定型模板建模的方法。该组合定型钢模板及建模方法，质量轻、周转使用率高、可回收，工效高、组装灵活、通用性强；加工精度高，成型尺寸准确，棱角齐整，表面平整光滑；适用范围广。

Building panel-unit and beam form system using the same

본 발명은 압출하여 성형제작할 수 있는 단면구조와 그 자체에 패널유닛 상호 간의 조립구조를 가지도록 구성한 건축용 패널유닛과 이를 활용하여 완성한 보거푸집시스템에 관한 것이다. The present invention relates to a building panel unit configured to have a cross-sectional structure that can be extruded and molded, and to have an assembly structure between panel units on its own, and to a formwork system completed using the same. 본 발명에 따른 건축용 패널유닛은, 2장의 표면판이 연결리브에 의해 연결되는 한편 2장의 표면판과 연결리브가 한 방향으로 연속적으로 이어져 전체가 동일한 단면으로 형성된 패널로서, 상기 2장의 표면판 하부는 표면판 두께만큼 안으로 들어가는 내단턱부로 형성되고, 상기 2장의 표면판 상부는 2장의 표면판이 연결리브 위로 상기 내단턱부의 높이 이상으로 연장되는 연장받이부로 형성된다는데 특징이 있다. The building panel unit according to the present invention is a panel in which two surface plates are connected by connecting ribs, while two surface plates and connecting ribs are continuously connected in one direction, and the entire panel is formed in the same cross section. It is formed as an inner step portion entering into the thickness of the plate, the upper surface of the two sheets is characterized in that the two surface plates are formed as an extension portion extending above the height of the inner step portion over the connecting rib. 패널, 압출, 조립, 보거푸집 Panel, extrusion, assembly, formwork

Phase change structure and its formation method

감소된 양의 결함을 갖는 상변화 구조물 및 이의 제조 방법이 개시된다. 우선, 적층된 복합막이 (i)칼코겐 화물을 포함하는 상변화막을 형성 (ii) 염소를 포함하는 제1 식각 물질에 대하여 제1 식각율을 갖는 식각 저지막을 상변화막 상에 형성, (iii) 제1 식각 물질에 대하여 제1 식각율보다 큰 제2 식각율을 갖는 도전막을 식각 저지막 상에 형성함으로서 형성한다. 제1 식각 물질을 사용하여 도전막을 식각하여 상부 전극을 형성한다. 염소를 거의 함유하지 않는 제2 식각 물질로 식각 저지막 및 상변화막을 식각하여 식각 저지 패턴 및 상변화 패턴을 형성한다. 본 발명에 따르면, 하부 전극 및 식각 저지 패턴의 사이에 위치하는 상변화 패턴은 결함들이 거의 없는 측면부 및 상면부를 갖는다. Phase change structures with reduced amounts of defects and methods for making the same are disclosed. First, the laminated composite film (i) forms a phase change film containing a chalcogenide (ii) forms an etch stopper film having a first etch rate with respect to the first etching material containing chlorine on the phase change film, (iii ) By forming a conductive film having a second etching rate greater than the first etching rate with respect to the first etching material on the etch stop layer. The conductive layer is etched using the first etching material to form the upper electrode. The etch stop layer and the phase change layer are etched with the second etching material containing little chlorine to form an etch stop pattern and a phase change pattern. According to the present invention, the phase change pattern located between the lower electrode and the etch stop pattern has a side portion and an upper surface portion with few defects.

Steel Form Beam

본 발명은 단면의 양측면과 하부면을 측면강판과 하부강판으로 구성하고, 측면강판 및 하부강판을 별도의 고정철물을 이용하여 결합하고 양측의 고정철물을 연결강봉으로 연결하여 이동이나 야적시에 변형을 방지하도록 할 수 있으며 시공시 콘크리트의 타설압과 시공하중에 저항하도록 하고 시공후에는 영구 존치하는 거푸집으로 활용되도록 하는 측면 및 하부강판을 고정철물과 연결강봉을 이용하여 일체화시키는 강판 거푸집 보에 관한 것이다. 본 발명의 바람직한 일 실시예는 폭방향 양단부가 내측으로 절곡되어 접합부가 형성되고 접합부의 사이에 일정 간격마다 내측으로 절곡되어 보강리브가 형성되도록 이루어져 일정거리 이격되어 보강리브가 마주보도록 수직방향으로 위치하는 한 쌍의 측면강판과, 폭방향 양단부가 내측으로 절곡되어 접합부가 형성되고 접합부의 사이에 일정 간격마다 내측으로 절곡되어 보강리브가 형성되어 보강리브가 상부로 향하고 접합부가 인접한 측면강판의 접합부에 접하도록 한 쌍의 측면강판의 하단부의 사이에 수평방향으로 구성되는 하부강판으로 이루어지는 거푸집 본체와; 일정 길이의 판 형상으로 일측면에 일정 간격으로 결합홈이 형성되어 측면강판의 보강리브 및 측면강판의 접합부와 하부강판의 접합부가 접하는 접합부에 결합홈이 끼워지도록 거푸집 본체의 길이방향 일정 간격마다 구성되는 측면 고정철물과; 일정 길이의 판 형상으로 일측면에 일정 간격으로 결합홈이 형성되어 측면강판의 접합부와 하부강판의 접합부가 접하는 접합부에 결합홈이 끼워지도록 측면 고정철물이 형성되는 위치마다 거푸집 본체에 구성되는 하부 고정철물과; 일정 길이로 이루어지며 길이방향 양단부는 각각 측면 고정철물에 접합되어 한 쌍의 측면 고정철물을 연결하도록 구성되며, 거푸집 본체의 길이방향 양단부 또는 전체 길이방향에 일정 간격마다 구성되는 연결강봉;을 포함하여 이루어진다. The present invention consists of a side steel plate and a lower steel plate on both sides and the lower surface of the cross section, and combines the side steel plate and the lower steel plate using separate fixing hardware, and connects the fixing hardware on both sides with a connecting steel bar to transform during movement or storage. A steel plate formwork beam that integrates side and lower steel plates using fixed hardware and connecting steel rods to resist the concrete pouring pressure and construction load during construction and to be used as a form that remains permanently after construction. will be. In a preferred embodiment of the present invention, both ends in the width direction are bent inward to form a junction, and the reinforcing ribs are formed by bending inward at regular intervals between the junctions to form reinforcing ribs spaced apart by a certain distance so that the reinforcing ribs are positioned in the vertical direction to face A pair of side steel plates and both ends in the width direction are bent inward to form a junction, and a ...

Structure of detachable lightweight form

The present invention relates to a removable lightweight formwork structure capable of installing or dismounting a lightweight formwork by a simple operation by detachably connecting a fastener from outside the lightweight formwork to a fixture coupled to a support bar inside the concrete structure. The present invention provides a detachable lightweight formwork structure comprising: a support bar coupled to the outside of a main or cast steel of a concrete structure in a width direction; A plurality of fixtures formed in an empty box shape and coupled to a front surface of the support bar; A lightweight formwork coupled to the front of the plurality of fixtures; And a fastener provided on the outer side of the lightweight die, the fastener being detachably fixed to the fastener through the lightweight die; . ≪ / RTI >

Construct method for form assembly

The present invention relates to a method of installing a foam assembly used to manufacture a prestressed concrete beam (PC beam) and, more specifically, to a method of installing a foam assembly mainly including a bottom plate (100); a side plate (200); and an upper plate (300) to prevent a concrete remnant placed on a form wall face from being stained, to prevent moisture from flowing into the foam, and to easily discharge moisture existing in the foam, the method comprising the steps of: (S10) installing a bottom plate; (S20) installing one side plate; (S30) fixing an engaging portion to an engaging protrusion; (S40) installing a pillar structure in an extending direction of a cover keeping portion; (S50) inserting an extending part of the cover keeping portion to the pillar structure; (S60) installing the other side plate and the pillar structure; (S70) disposing a sheath pipe and an iron reinforcing rod; (S80) placing concrete; and operating (S90) an upper plate.

Column with multi-hole steel plate and plate for mold and construction method thereof

An RC column formed of a porous steel plate and a steel plate for a mold is disclosed. Wherein the RC column is formed so that a plurality of inner holes have a plurality of rows in the longitudinal direction and a plurality of fastening holes are formed on both sides in the longitudinal direction; A longitudinal steel bar that is fastened to one surface of the porous steel plate along at least one longitudinal direction of the porous steel plate; A pair of die-cast steel plates formed so as to surround the outside of the porous steel plates which are joined together and form closed end faces; A transverse band spaced at a predetermined interval along the longitudinal direction of the porous steel plate which is coupled to each other to form a closed end face and penetrate the fastening holes of the porous steel plate and surround the outside of the porous steel plate; And a concrete poured into the porous steel plate forming the closed end face and between the porous steel plate and the steel plate for molding.

Support for concrete form

본 발명은 받침대를 관통되게 끼워서 구속하고 결착시킬 수 있게 한 구조로서 수평부재를 위치 고정시킬 수 있도록 구성하여서, 단순구조로서 조립 및 해체하는 데 따른 작업성을 획기적으로 향상시켜 주면서도, 관리대상의 구성부품수를 최소화하여서 경제성을 제고하여 주는 거푸집용 지지구를 제공하기 위한 것이다. 본 발명의 거푸집용 지지구는 거푸집(200)의 측면 버팀대(230)들 외측에 대접되도록 수직으로 세워지는 수직부재(10)와, 상기 수직부재(10)의 하단에 직각으로 연장되어서 거푸집(200)의 하면 버팀대(240)들 하부를 가로지르는 받침대(250) 상에 걸쳐지도록 형성되는 수평부재(20)로 구성된 것에 있어서, 상기 수직부재(10)와 수평부재(20)가 직각으로 만나는 코너부위의 양측에 받침대(250)가 관통되어서 구속될 수 있도록 하향 연장되며 대향면에 적어도 1개 이상의 통공(32)이 형성되는 양측 구획부재(30)들과, 상기 양측 구획부재(30)들의 통공(32)에 삽입되어서 쐐기작용으로 받침대(250)와 결착되게 하는 쐐기형 철편(41)으로 되는 고정부재(40)를 더 포함하여서 된 것이다. The present invention is a structure that allows the horizontal member to be fixed as a structure that allows the restraint to be inserted through the pedestal so as to be constrained and bound, thereby improving the workability in assembling and disassembling as a simple structure, while maintaining the configuration of the management target. It is to provide a formwork support that minimizes the number of parts and improves economics. The support for the formwork of the present invention is a vertical member 10, which is vertically erected so as to face the outside of the side braces 230 of the formwork 200, and extends at a right angle to the bottom of the vertical member 10, the formwork 200 When the bottom member of the horizontal member 20 is formed so as to span on the pedestal 250 to cross the lower portion of the 240, the vertical member 10 and the horizontal member 20 of the corner portion that meets at right angles Both side partition members 30 extending downward so that the pedestal 250 is constrained on both sides, and at least one through hole 32 is formed on the opposite surface, and the through holes 32 of the side partition members 30. It is to further include a fixing member 40 is inserted into the wedge-shaped wedge-shaped iron piece 41 to be coupled to the pedestal 250 by the wedge action.

variable type detachable beam deck

The present invention relates to a variable type detachable beam deck, in which a bottom deck and a side deck are stacked and supported on bottom and side surfaces inside two or more support frames matching a width and a height of a beam to be constructed. Therefore, the beam deck can be simply assembled in a site in accordance with the width and the height of the beam and easily detached (disassembled) after beam construction is completed.

Slab-beam separation type high-formwork support connected support building method of multilayered/high-rise reinforced concrete structure

本发明提供一种多、高层钢筋混凝土结构的板梁分离式高支模连支架搭设方法包括以下步骤：确定支模架参数；建立梁、板分离的支架模型并确立梁板支架的搭设方式；测定下层梁板的强度；搜集下层梁板的设计活荷载；确定梁板连支架的层数；支模架搭设。本发明大大地提高板模板支架周转次数，从而加快了工期。支模架结构计算的模型合理、受力明确，实施的技术先进，安全性和可靠性高。

Prefabricated beam structure with concrete form

The present invention relates to a cast-prefabricated beam structure. According to the present invention, the cast-prefabricated beam structure comprises: a plurality of main angles which are each made of a length member having a ㄱ shaped cross section and are each disposed at a position corresponding to each edge of a beam in a direction parallel to a length direction of the beam; a hoop angle which is disposed on each surface of the beam in a direction crossing the length direction of the beam and surrounds the main angles in a state in which ends thereof overlapping at the edge of the beam are fixed to each other; and a cast panel which is disposed on each of both side surfaces and a lower surface of the beam and is fixed to the hoop angle.

Development environment for combining controlled semantics and controlled dialogue status

FIELD: information technology. ^ SUBSTANCE: voice user interface system has an application programming interface executed on one or more computer-readable data media and having a first dialogue container, adapted to facilitate development of a first type of dialogue in the application, a second dialogue container which is adapted to facilitate development of a second type of dialogue in the application, a separate audio dialogue element and a computer processor. ^ EFFECT: broader functional capabilities when processing dialogue in an application. ^ 18 cl, 3 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) 2 419 843 (13) C2 (51) МПК G06F 13/00 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ, ПАТЕНТАМ И ТОВАРНЫМ ЗНАКАМ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (21)(22) Заявка: 2006103562/08, 07.02.2006 (24) Дата начала отсчета срока действия патента: 07.02.2006 (73) Патентообладатель(и): МАЙКРОСОФТ КОРПОРЕЙШН (US) R U Приоритет(ы): (30) Конвенционный приоритет: 08.03.2005 US 11/074,890 (72) Автор(ы): ГАЛАНЕС Франсиско М. (US), ЛЕКЕШ Рено Жульен (US), ИРВИНГ Ричард Генри (US) (43) Дата публикации заявки: 20.08.2007 Бюл. № 23 2 4 1 9 8 4 3 (45) Опубликовано: 27.05.2011 Бюл. № 15 2 4 1 9 8 4 3 R U Адрес для переписки: 129090, Москва, ул. Б.Спасская, 25, стр.3, ООО "Юридическая фирма Городисский и Партнеры", пат.пов. Ю.Д.Кузнецову, рег.№ 595 C 2 C 2 (56) Список документов, цитированных в отчете о поиске: US 2005010892 A1, 13.01.2005. US 6330539 B1, 11.12.2001. RU 2237275 C2, 27.09.2004. RU 2163727 C2, 20.09.2004. (54) СРЕДА РАЗРАБОТКИ ДЛЯ КОМБИНИРОВАНИЯ УПРАВЛЯЕМОГО СЕМАНТИКОЙ И УПРАВЛЯЕМОГО СОСТОЯНИЕМ ДИАЛОГА (57) Реферат: Изобретение относится к средствам разработки приложений в вычислительной среде, которая дает возможность разработчику эффективно комбинировать различные типы диалога внутри заданного приложения. Техническим результатом является расширение функциональных возможностей при обработке диалога в приложении. Система голосового пользовательского интерфейса ...

Silo roof steel truss and concrete combined structure high-altitude construction method

本发明涉及一种仓顶钢桁架和混凝土组合结构高空施工方法，钢结构桁架制作和运输；主次梁钢桁架体系现场组装；测量放线，完成筒仓钢桁架组对；混凝土结构施工操作平台施工；仓顶环梁、钢结构梁混凝土结构钢筋、模板施工；钢结构梁模板设计及安装；上部钢结构桁架体系组装及吊装；仓顶混凝土板结构模板支撑安装；仓顶混凝土梁结构模板拆除和操作平台拆除；仓顶混凝土板结构模板安装；仓顶混凝土板结构钢筋安装及混凝土浇筑。本发明仓顶钢桁架和混凝土组合结构高空施工方法，缩短施工工期，安装方便快捷、安全风险可控，降低安装成本，提高施工效率。

Construction of Slab Using Euroform and Slab Euroform structure

The present invention relates to a slab construction method using Euro form. The method comprises: a beam Euro form installation step (S100) of constructing a beam (400); a slab Euro form lifting step (S200) of setting slab Euro form (100) for mutually connecting beam Euro form (200) installed through the beam Euro form installation step (S100) by lifting the slab Euro form; a support pipe installation step (S300) of supporting the bottom of the slab Euro form (100) lifted through the slab Euro form lifting step (S200); a separation distance finishing step (S400) covering a separation distance between the slab Euro form (100) and the beam Euro form (200) installed through the beam Euro form installation step (S100) by using a finishing member (180); and a step (S500) of installing the beam Euro form (200) and the slab Euro form (100), and then, placing concrete thereon. Euro form is applied to form a slab, but connection with Euro form installed for forming a beam is easy and lifting the Euro form for forming the slab as well as removal after placement is easy. Therefore, the present invention is capable of increasing working efficiency and shortening the periods of work.

Form and integrated with concrete and method for constructing thereof

Disclosed are a form integrated with concrete and a construction method thereof. The form of the present invention comprises: a plurality of pillar frames which is made by bonding a pair of steel members having an L-shaped cross-section for forming a placing space having a rectangular cross-section for placing concrete inside and is installed on the floor surface in a widthwise direction to be distanced at a certain interval, where the placing space is installed to be extended in a longitudinal direction from the floor surface and a first flange unit is formed on the end unit in the longitudinal direction to be extended from the floor surface; a fastening member fastened to be penetrated on the steel members and to combine the pair of steel members making up the pillar frame in a widthwise direction; a crossbeam frame installed on the pillar frames by being bonded to the first flange unit and placed to connect the multiple pillar frames on the top of the pillar frames; and a slab plate installed on the top of the crossbeam frame.

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.

Beam bracket

The present invention relates to a beam bracket for supporting a form when a horizontal beam of a building is formed, wherein the beam bracket comprises: a lower supporting member formed with a hollow portion and projecting from both sides of the form while supporting a lower face of the form; A first slide member that slides laterally from an upper surface of the lower support member and supports one side of the die; And a second slide member which slides laterally from an upper surface of the lower support member and supports a tee side surface of the die, the lower support member includes a pair of C-shaped grooves spaced apart from each other; And a pair of end plates fixed to the ends of the pair of C-shaped steel plates. According to the above configuration, since the first slide member and the second slide member slide on the upper surface of the lower support member laterally, the width of the formwork for forming the horizontal beam can be freely supported .

A kind of skyscraper aluminum alloy mould plate construction method

本发明属于建筑施工技术领域，涉及一种高层建筑铝合金模板施工方法。包括，步骤1，模板安装1.1测量放线；1.2基础施工；1.3墙柱模板安装；1.4梁模板安装；1.5所述板模安装；1.6所述模板加固；1.7模板实测实量校正；1.7.1墙柱实测实量的校正；1.7.2顶板实测实量的校正；1.8加固收尾及验收；步骤2模板拆除2.1拆除墙柱模板；2.2拆除顶模；2.3拆除支撑杆；本发明的有益效果为：混凝土施工质量有了明显提高；节省大量施工工期；降低了成本。

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).

Supporting device of Euroform for casting

본 고안은 끼움공간을 갖는 수직부재의 상부에 높이가 조절되는 높이조절부재를 설치하여 시공하려고 하는 보의 높이에 따라 수직부재의 높이를 조절함으로써 보 타설용 유로폼이 견고히 지지될 수 있을 뿐만 아니라 현장에서 보편적으로 사용되는 공지의 간격유지부재와 에지핀을 이용하여 보 타설용 유로폼의 간격을 유지하는데 사용할 수 있도록 한 보 타설용 유로폼의 지지장치에 관한 것이다. The present invention is installed on the top of the vertical member having a fitting space height adjustment member to adjust the height of the vertical member in accordance with the height of the beam to be installed to adjust the height of the beam casting can be firmly supported as well as the site The present invention relates to a support device for a cast-in-placement euroform, which can be used to maintain the spacing of the in-placement flow path using a well-known spacing member and an edge pin. 보, 유로폼, 지지장치 Beam, Euroform, Support

Method of constructing reinforced concrete structure

Method for constructing composite beam using bar arrangement beam strip and fix plate

The present invention relates to a method for constructing a composite beam and, more specifically, to a method for constructing a composite beam using a prefabricated beam strip and a fixed plate, which inserts the prefabricated beam strip by pulling and rotating an elastic fastener in a state of coupling the prefabricated beam strip into a galvanized steel plate by using the elastic fastener pre-fastened to both side surfaces and the bottom of the galvanized steel plate prefabricated in a rectangular box shape having an opened upper surface and fixes the prefabricated beam strip while the elastic fastener returns to an original position by elastic force when the elastic fastener is released after rotated in an opposite direction.

Support piece for mounting beam aluminum die

本发明公开了一种梁铝模安装用支撑件，包括底座，底座顶端的两侧均固定安装有固定板，两个固定板之间固定安装有两根限位杆，底座顶端的中部开设有限位槽，限位槽的内部滑动连接有两个固定块，两个固定块两侧均开设有贯穿孔，贯穿孔与限位杆穿插连接。本发明通过第一电动推杆的推动带动两个固定块的移动，通过固定块的移动便于调节支撑板之间的距离，便于对不同长度的梁吕模进行支撑，通过安装的手轮转动带动转轴的转动，通过转轴的转动带动第二锥形齿轮转动，第二锥形齿轮与第一锥形齿轮啮合，从而带动螺纹杆转动，通过螺纹杆的转动带动套杆的升降，通过套杆的升降带动支撑板的升降，便于对不同高度的梁吕模进行支撑。

Non-support form system and construction method using the same

본 발명은 동바리 없어도 보 또는 슬래브 시공을 가능케 한 무지주 거푸집시스템과, 동바리 설치공정을 없애 전반적인 시공과정을 단순화한 무지주 철근콘크리트공사방법에 관한 것이다. 본 발명의 무지주 거푸집시스템은 철근콘크리트보 또는 철근콘크리트슬래브를 동바리 없이 시공하기 위한 무지주 거푸집시스템으로서, 구체거푸집, 주철근, 긴결철근 및, 체결볼트를 포함하여 구성된 철근조립거푸집;과, 상기 철근조립거푸집의 구체거푸집 아래에 매달리게 고정 설치되는 가설지지대;를 포함하여 구성된다는데 특징이 있다. 철근조립거푸집, 무지주, 가설, 조립

Reinforced concrete construction structure using the built-up beam

본 발명은 조립보를 이용한 철근콘크리트 구조에 관한 것이며, 철근콘크리트 구조물의 바닥기초(10); 상기 바닥기초(10) 위에 형성된 다수개의 기둥(20); 상기 다수개의 기둥(20) 상부면 사이사이에 설치된 조립보(30); 상기 다수개의 조립보(30) 양 측면부 또는 한쪽 측면부의 상부면에 설치된 다수개의 데크플레이트(40); 상기 다수개의 조립보(30) 및 데크플레이트(40)에 타설된 콘크리트(50)를 포함하여 구성된다. 상기 조립보는 상부가 개방된 U형관 형상의 하부철판(31); 상기 하부철판(31)의 내부에 설치되는 내부철근인 다수개의 하현재(32); 상현재(33); 경사재(34); 중앙보강재(35); 간격재(36); 위치고정근(60) 및 상부,하부 철근망(37,38)을 포함하여 구성된다. 본 발명의 조립보를 이용한 철근 콘크리트 구조는 종래의 방식에 비하여 보(beam)설치를 위한 작업공기 지연의 주 요인이 되는 보 거푸집 및 보 내부에 배근되는 철근의 조립작업이 필요없이 한 층의 슬래브를 시공한 후 콘크리트만 양생되면 곧바로 다음 층을 시공할 수 있기 때문에 층 당 소요공기를 현저하게 줄일 수 있고, 이에 따라 전체 공사비 절감이 가능하며, 공장에서 조립보를 제작하므로 현장에서 수작업에 의한 조립보다도 일정한 시공품질을 유지, 관리할 수 있다.

Forms for edge girder construction

본 고안은 역타설공법에 의한 지하구조물 구축시 흙막이벽의 테두리보를 시공하기 위한 거푸집 구조체에 관한 것으로서, 동바리에 의해 지지되던 종래 합판 거푸집 등을 대신하여 흙막이벽에 직접 지지되는 브라켓 및 이 브라켓에 의해 지지되는 거푸집 구조가 채용됨으로써, 별도의 목공작업이나 동바리의 설치 없이도 테두리보의 시공이 가능해지도록 개선된 흙막이벽의 테두리보 시공을 위한 거푸집 구조체에 관한 것이다. 이러한 본 고안에 의하면, 테두리보 시공을 위한 모든 구조체가 동바리에 의해 지지되는 방식이 아닌 브라켓을 사용하여 흙막이벽에 직접 지지되는 방식이 채용됨으로써, 동바리의 설치가 불필요하고, 동바리가 설치되지 않으므로 해서 동바리 설치 및 해체에 따른 불편함이 해소될 수 있으며, 테두리보 콘크리트의 양생 전이라도 하층의 굴토작업 등 추후 작업이 가능해지는 장점이 있게 된다. 결국, 공사기간 단축 및 시공성 향상의 장점이 있게 되며, 특히 철골구조 형식의 역타공사의 경우 합판 거푸집 작업 등 목공작업이 불필요하여 단일 공종의 인력 투입이 가능해지면서 인력 투입 효율의 향상으로 인한 공사비 절감이 가능해진다. The present invention relates to a formwork structure for constructing a rim beam of a retaining wall when constructing an underground structure by a reverse casting method, and by a bracket and a bracket directly supported by a retaining wall in place of a conventional plywood formwork supported by a copper wheel. By adopting a support formwork, it relates to a formwork for rim beam construction of the retaining wall improved to enable the construction of the rim beam without the installation of a separate carpentry work or club. According to the present invention, by adopting a method in which all the structures for the construction of the rim beam are directly supported by the retaining wall using a bracket rather than a method of being supported by the club, it is unnecessary to install the club and the club is not installed. Discomfort due to the installation and dismantling of the club can be eliminated, and even before curing of the rim beam concrete, there is an advantage that it is possible to perform further work, such as the excavation work on the lower floor. As a result, there is an advantage of shortening the construction period and improving the constructability. Especially in the case of reverse structure of steel structure type, it is not necessary to carry out the woodwork such as plywood formwork, so that it is possible to input manpower of a single work type and to reduce construction cost ...

variable type detachable beam deck system

본 발명은 시공될 보의 폭과 높이를 맞춘 두 개 이상의 지지프레임의 내측 하면과 측면에 하면데크와 측면데크로 적층 지지시켜, 보의 폭과 높이에 따른 현장에서의 조립 시공이 간편할 뿐 아니라 보 시공 완료 후에도 탈형(해체)이 쉬운 가변식 탈형 보 데크 시스템에 관한 것이다.

A kind of TRC is collapsible can assembled permanent formwork and preparation method thereof

本发明公开了一种TRC折叠式可拼装永久性模板及其制作方法，属于钢筋混凝土建筑施工技术领域。可拼装永久性模板包括纤维编织网、FRP筋挂钩和多个模具；多个模具间隔排列固定在纤维编织网上，多个模具间隔排列的距离为模具与模具之间可折叠成直角的距离，每个模具内充填有加固纤维编织网的高性能精细混凝土，所述模具拼装成永久性模板时纤维编织网呈一个连续整体，没有间断，可充分发挥出环箍效应；连接处纤维编织网与FRP筋挂钩共同作用，可确保连接部位强度和耐久性；在施工现场可任意拼装成所需的梁、板、柱模板，模板内表面上的凹槽可改善与现浇混凝土的粘结性能。可折叠摆放，灵活多变，制作简单，使用方便，可操纵性强。

Truss type assembly for form supporting member

본 발명은 트러스에 작용하는 응력의 특성, 즉 인장력과 압축력이 작용하는 부분에 적합한 접합모듈을 제작하여 기성 강관이나, 알루미늄관을 일정간격으로 절단하여 쉽게 조립 및 해체를 할 수 있는 거푸집 서포트 어셈블리에 관한 것으로서, 트러스재, 연결재, 수평재 및 수직재 등 서포트 각각을 상부 접합모듈과 하부 접합모듈에 의해 일체화하여, 각각의 서포트를 상하부 접합모듈에 삽입하거나 끼워넣기만 하면 되므로, 설치 및 해체를 용이하게 할 수 있고, 거푸집 서포트를 트러스 구조로 구성하여 종래의 서포트보다 간격을 넓게 형성하여 서포트의 공수를 줄일 수 있으며, 높이조절부 및 하부수직재의 바퀴 구성에 의해 거푸집 서포트 어셈블리를 해체하거나 분해하지 않고도 후속 공정장소로 용이하게 이동하여 설치할 수 있다. The present invention is to produce a joining module suitable for the characteristics of the stress acting on the truss, that is, the tensile and compressive force acting on the formwork support assembly that can be easily assembled and dismantled by cutting the ready-made steel pipe or aluminum pipe at regular intervals In this regard, each support such as a truss member, a connecting member, a horizontal member, and a vertical member is integrated by an upper joining module and a lower joining module, and each support is simply inserted or inserted into the upper and lower joining modules, thereby facilitating installation and dismantling. It is possible to reduce the number of supports by forming a wider gap than the conventional support by forming the formwork support in the truss structure, and the subsequent process without disassembling or disassembling the formwork support assembly by the wheel structure of the height adjusting part and the lower vertical material. It can be easily moved to a place and installed.

Block assembly for beam construction and construction method of beam using the same

본 발명은 보 시공용 블록 조립체 및 이를 이용한 보 시공방법에 관한 것으로서 더욱 상세하게는 보를 시공하는 시간과 비용을 절감할 수 있고 작업성을 향상시킬 수 있는 보 시공용 블록 조립체 및 이를 이용한 보 시공방법에 관한 것이다. 이를 위해, 본 발명은, 슬라브의 하면에 이격 형성되어 상기 슬라브를 지탱하는 복수 개의 보 시공을 위해 복수 개 설치되어, 상기 복수 개의 보 시공을 위한 콘크리트 타설 공간을 구획하는 보 시공용 블록 조립체에 있어서, 시공될 상기 보와 보 사이에 배치되는 블록 패키지; 상기 공간과 상기 블록 패키지의 하측에 배치되어 상기 블록 패키지를 지지하는 제1 지지부재; 및 상기 블록 패키지와 상기 제1 지지부재에 관통 결합되어 상기 블록 패키지를 고정 및 지지하는 복수 개의 제2 지지부재를 포함하는 보 시공용 블록 조립체를 제공한다. The present invention relates to a block assembly for beam construction and a beam construction method using the same, and more particularly, a beam construction block assembly and a beam construction method using the same, which can reduce the time and cost of constructing a beam and improve workability. It is about. To this end, the present invention is formed in a plurality of beams spaced apart on the lower surface of the slab to support the slab installed in the beam assembly for beam construction partitioning the concrete placing space for the plurality of beam construction A block package disposed between the beam to be constructed and the beam; A first support member disposed below the space and the block package to support the block package; And a plurality of second supporting members penetratingly coupled to the block package and the first supporting member to fix and support the block package.

Foldable fixed formwork from fabric reinforced concrete (frc) of prefabricated type and method of manufacturing thereof

FIELD: construction. SUBSTANCE: invention relates to construction of reinforced concrete structures. Invention discloses foldable fixed ATB-formwork of assembly type and method of its production. Non-detachable prefabricated formwork comprises mesh of woven material, FRP (fibro-reinforced plastic) rib cages and multiple moulds. Plurality of moulds are arranged and fixed on woven fabric grid at distance from each other, wherein distance between plurality of moulds is distance that allows shapes to fold at right angle to each other. Each mould is filled with high-strength concrete with fine-grained filler for reinforcement of mesh from woven material, and mesh from woven material represents continuous whole piece without breaks when moulds are assembled into fixed formwork. Mesh from woven material and FRP rib hooks work together, which provides strength and durability of joints; foldable non-detachable prefabricated formwork assembly can be assembled into beams for formwork, formwork for slabs and formwork for columns in compliance with requirements at construction site. Binding capacity of monolithic concrete and formwork can be improved by means of grooves on inner surfaces of the formwork. EFFECT: formwork can be folded for storage, is flexible in application and versatile, easy to manufacture and easy to use. 7 cl, 5 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 736 929 C1 (51) МПК E04G 9/08 (2006.01) E04G 13/02 (2006.01) E04C 3/34 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (52) СПК E04G 13/02 (2020.08); E04G 9/083 (2020.08); E04C 3/34 (2020.08) (21)(22) Заявка: 2019131522, 08.10.2018 (24) Дата начала отсчета срока действия патента: Дата регистрации: 23.11.2020 07.05.2018 CN 201810427319.0 (56) Список документов, цитированных в отчете о поиске: CN 106401065 A, 15.02.2017. RU 76942 U1, 10.10.2008. CN 106760207 A, 31.05.2017. CN 102806592 A, 05.12.2012. EP 1719856 A1, 08.11.2006. FR 2990714 B1, 02.05.2014. WO ...

Bracket for supporting forms for perimeter girder construction

본 고안은 테두리보 시공을 위한 거푸집 지지용 이동 조립식 브라켓에 관한 것으로서, 종래에는 거푸집 지지용 브라켓이 거푸집 지지를 위하여 흙막이벽의 엄지말뚝으로 선 시공된 H-파일에 직접 용접 설치되어 브라켓 해체시 용접 절단방식 등을 이용해 해체해야 했는 바, 이로 인해 브라켓의 재사용이 곤란하고, 자재 손실 및 시공성 결여의 문제점이 있었으나, 이러한 문제점을 해결하기 위하여 고안된 것으로, H-파일에 고정 설치됨에 있어서 종래와 같은 용접 고정방식이 아닌 클램프 고정방식이 채용됨으로써, 사용 후 클램프를 풀어주는 경우 간단히 이동 및 재조립이 가능해지고, 따라서 종래와는 달리 자재의 재사용이 가능하여 경제성 측면에서 유리하게 사용될 수 있는 흙막이벽의 테두리보 시공을 위한 거푸집 지지용 이동 조립식 브라켓에 관한 것이다. The present invention relates to a movable support bracket for formwork for construction of a rim beam, and in the related art, the formwork support bracket is directly welded to the H-pile installed by the thumb pile of the retaining wall to support the formwork and welded when the bracket is dismantled. It had to be dismantled using a cutting method, which made it difficult to reuse the bracket, and there was a problem of material loss and lack of workability. However, it was designed to solve such a problem. By adopting the clamping method rather than the fixing method, when releasing the clamp after use, it is possible to simply move and reassemble it. Therefore, unlike the conventional method, the edge of the retaining wall that can be advantageously used in terms of economical efficiency is possible. Tube to formable mobile prefabricated bracket for beam construction Will.

Surporter for concrete mold assembly

본 발명은 콘크리트 구조물의 천정에 형성되는 보를 시공하기 위한 보 거푸집 조립체를 지지하는 멍에에 관한 것으로 보다 상세하게는 콘크리트구조물의 축조를 위한 거푸집 조립체를 지지하는 지지수단(멍에)에 있어서, 수직패널을 지지하는 수직멍에재와 수평패널을 지지하는 수평멍에재를 연결부재를 통해 일체화시켜 콘크리트가 양생되면서 발생하는 측압에 의하여 상기 수평멍에재가 밀리는 것을 방지할 수 있는 보 거푸집 조립체용 밀림방지 멍에에 관한 것이다. 상기와 같은 목적을 달성하기 위하여, 본 발명에 따른 보 거푸집 조립체용 밀림방지 멍에는 이격 배치되는 양 수직패널과 이의 하단에 배치되는 수평패널 및 상기 수평패널과 상기 수직패널이 접하는 모서리부위에 설치되는 코너앵글로 구성되는 보 거푸집 조립체를 지지하는 지지수단에 있어서, 상기 수평패널 하부를 지지하는 수평멍에재; 상기 수직패널의 콘크리트 타설부 반대면을 지지하는 수직멍에재; 일측이 상기 수직멍에재에 결합되고 타측이 상기 수평멍에재에 결합되어 사선방향으로 상기 수직멍에재를 지지하면서 길이조절이 가능한 버팀부재; 상기 수직멍에재와 상기 수평멍에재를 연결하는 연결부재; 및 상기 수직멍에재를 상기 보 거푸집 조립체에 체결시키기 위한 체결수단;을 포함하여 이루어지는 것을 특징으로 한다.

System support structure for installing safety board and construction method for system support structure and construction method for slab using the same

The present invention relates to a system support structure for installing a safety board to form a floor slab of a structure with two or more stories as a composite structure with a beam (30) and a deck slab (40). Disclosed are the system support structure for installing the safety board, a construction method for the system support structure, and a construction method for the slab using the same. The system support structure for installing the safety board comprises: four supports (110) installed on the ground as a square-column structure, including a plurality of vertical members (111) connected by multiple stages; a horizontal member (120) fixing the vertical members (111) horizontally in order for the four supports (110) not to be driven horizontally; and a foothold member (130) installed in the upper part of a foothold support (121) formed as each of two sides of the horizontal member (120) protrudes from the vertical members (111). The present invention is to improve stability of an operator and convenience of movement by installing the safety board in all open sections of the system support, increasing economic efficiency by saving costs for materials. The present invention also enhances work efficiency by securing enough working space and providing an easy installation method.

Monolithic beam form

본 발명은 건축물의 보를 성형하여 주기 위한 거푸집에 관한 것으로, 특히 내부에 타설되는 콘크리트와 일체로서 보를 이루도록 성형하여 주는 일체식 보거푸집에 관한 것으로써, 본 발명은 금속판재로서 소정 폭의 길이방향으로 수평하게 연장되는 바닥판(11)과 그 바닥판(11) 양측에서 직각으로 절곡되어 수직하게 세워지는 양측벽(12)으로서 상부가 트여지게 형성되는 틀체부(10)와, 상기 틀체부(10)의 바닥판(11)과 양측벽(12) 내면의 일정위치에 각기 배치되어 길이방향으로서 일체로 고정되는 수개의 매립보강대(20)들과, 상기 틀체부(10)의 양측벽(12) 상단을 연결하여 지지하여 주도록 소정의 형상으로서 착탈가능하게 형성되는 버팀부재(30)로 구성하여, 상기 틀체부(10)를 슬라브거푸집(2)과 연결 조립설치하여서 그 틀체부(10) 내부에 채워지는 콘크리트와 상호 일체로서 보를 이루도록 성형되도록 한 것이다. [0001] The present invention relates to a mold for molding a beam of a building, and more particularly, to a monolithic beam forming machine for forming a beam integrally with a concrete laid in the inside, A frame body 10 extending horizontally and both side walls 12 vertically bent at right angles at both sides of the bottom plate 11; A plurality of embedding reinforcing ribs 20 which are arranged at predetermined positions on the inner surface of the bottom wall 11 and both side walls 12 and are integrally fixed as a longitudinal direction; And a stiffening member 30 detachably formed in a predetermined shape so as to support and support the upper end of the frame body 10. The frame body 10 is connected and assembled with the slab die 2, Concrete filled with So that they are formed so as to be integral with each other.

Dechlorination System by Indirect Heating for Removal of Chlorine From Mixed Polymer Wastes Including PVC

본 발명은 분리 재활용 처리가 어려운 혼합 플라스틱을 에너지로 활용하기 위하여, 연료로써의 이용기준을 맞추기 위한 기술에 관한 것으로서 혼합 폐플라스틱 중에 함유된 PVC 성분으로부터 염소분을 사전에 제거해주는 기술이다. The present invention relates to a technique for meeting the use criteria as a fuel in order to use the mixed plastic, which is difficult to separate and recycle treatment as energy, is a technique for removing chlorine from the PVC component contained in the mixed waste plastic in advance. 이 발명은 폐플라스틱과 혼합된 상태로 발생하는 PVC 성분을 함께 가열하면서 균일한 혼합이 일어나게 함으로써, PVC성분 중에 함유된 염산이 효율적으로 배출되도록 하는 장치에 관한 것이며, 구체적으로 양축방식을 사용함으로써 혼합 및 가열효과를 증대시키고 이송효과를 증대시켰으며 가열온도는 다른 폐플라스틱이 분해되지 않으면서 PVC만 분해되는 300℃ 근처로 일정하게 유지되도록 열매체유 가열방식을 채택하였다. The present invention relates to a device for efficiently discharging the hydrochloric acid contained in the PVC component by heating the PVC component generated in the mixed state with the waste plastic together, and specifically, by using a double shaft method. And heating effect was increased and conveying effect was increased. Heating temperature was adopted so that heating temperature is kept constant near 300 ℃ where only PVC is decomposed without decomposing other waste plastics. 열매체에 의한 가열효과를 증대하기 위하여 스크루 날개가 붙은 관형축을 사용하였으며 가열된 열매체는 다시 열매체 보일러로 순환되어 가열되어 반응기 자켓을 통과하여 순환하게 된다. In order to increase the heating effect by the heating medium, a tubular shaft with a screw blade is used. The heated heating medium is circulated to the heating medium boiler and heated to circulate through the reactor jacket. 탈염, PVC, 염소, 고분자 폐기물 Desalting, PVC, Chlorine, Polymer Waste

Non-support concrete slab form system combined with ceiling finish

A method for constructing a non-support concrete slab form system used for ceiling finish is provided to shorten time for construction and costs for construction by supporting the slab form with a reinforcement bar truss. A method for constructing a non-support concrete slab form system used for ceiling finish includes the steps of: preparing a slab form panel(10) used for the ceiling finish and reinforcement bar truss(20) in a factory; combining the reinforcement bar truss on the slab form panel with fastening members(31,32); taking the slab form panel used for the ceiling finish and combined to the reinforcement bar truss to a construction field; pouring concrete for ceiling concrete form slab; releasing bolts combined the slab form panel to the reinforcement bar truss and leaving the slab form panel attached to the ceiling concrete slab.

Assembled beam die

本发明涉及组装型梁模具。更详细而言，其特征在于，包括：下部板，所述下部板包括第一板材、在所述第一板材的两侧端向上部方向折弯延长形成的第一下部板曲折部和第二下部板曲折部及在所述第一下部板曲折部和第二下部板曲折部的上端向内侧方向折弯延长形成的第一下部板结合部和第二下部板结合部；就所述第一侧板部及第二侧板部而言，所述第一侧板结合部及第二侧板结合部分别结合于所述第一下部板结合部及第二下部板结合部，竖立于所述第一下部板曲折部及第二下部板曲折部的上部。

Supporting apparatus for beam mold and supporting system using the same

판넬 지지유닛 및 이를 이용한 보 거푸집 지지시스템이 개시된다. 본 발명의 판넬 지지유닛은, 중심축선을 기준으로 보 거푸집에 사용되는 한 쌍의 판넬의 일단부가 각각 지지되며, 길이방향을 따라 적어도 하나의 관통홀이 관통 형성되는 수직지지부; 하측이 개방되며 수직지지부의 길이 방향과 교차하는 방향으로 수직지지부의 일단부에 결합되는 수평지지부; 수평지지부의 양측면으로부터 돌출 연장되는 한 쌍의 연장판; 수직지지부의 일측면으로부터 일정간격 이격되어 한 쌍의 연장판의 상단부에 걸쳐 마련되는 연결판; 및 관통홀에 삽입되며 수직지지부에 의하여 지지되는 한 쌍의 판넬을 상호 체결하는 적어도 하나의 체결부를 포함하는 것을 특징으로 한다. 본 발명에 의하면, 결합 및 해체가 용이할 뿐만 아니라 콘크리트 타설시 안정적으로 판넬을 지지할 수 있는 판넬 지지유닛을 제공할 수 있게 된다. A panel support unit and a formwork support system using the same are disclosed. Panel support unit of the present invention, the one end of the pair of panels to be used for formwork on the basis of the center axis is supported, each vertical support portion through which at least one through hole is formed through; A horizontal support having a lower side coupled to one end of the vertical support in a direction crossing the longitudinal direction of the vertical support; A pair of extension plates protruding from both sides of the horizontal support; A connecting plate provided over the upper ends of the pair of extension plates spaced apart from one side by one side of the vertical support; And at least one fastening part inserted into the through hole and fastening the pair of panels supported by the vertical support part to each other. According to the present invention, it is possible to provide a panel support unit that is not only easy to combine and dismantle, but also stably support the panel when placing concrete. 보, 기둥, 판넬, 콘크리트 Beam, column, panel, concrete

Vertical aluminum mould building system and construction method thereof

本发明公开了一种竖向铝模建造系统及施工方法，该系统包括墙柱铝模板、铝模阴角模板、铝木连接构件、梁板木模板及支撑装置；所述墙柱铝模板包括内墙柱铝模板、外墙柱铝模板、角铝和两块连接板，所述两块连接板分别连接于所述外墙柱铝模板的顶端与底端，所述角铝支撑于所述内墙柱铝模板的底端；所述铝模阴角模板的底端与所述内墙柱铝模板的顶端连接，所述铝模阴角模板的右端通过所述铝木连接构件与所述梁板木模板连接，所述支撑装置用于分别支撑墙柱铝模板和梁板木模板。本系统结构简单，整体性好，墙柱使用铝模，可免抹灰；本施工方法简单，提升了工程质量，符合绿色施工要求。

Beam structural form and manufacturing method therefor

The present invention relates to a mold for a beam structure and a manufacturing method thereof. The mold for a beam structure of the present invention includes: a lower surface mold; a pair of side surface molds provided to cross over the lower surface mold at both sides of the lower surface mold and forming a concrete curing space with the lower surface mold; a hinge coupled between the lower surface mold and the side surface mold and rotating the side surface mold with respect to the lower surface mold; and a plurality of reinforcing bar fixing bars screw-coupled to the lower surface mold and the side surface mold and supporting a stirrup at a corresponding position.

Bariable beam form and construction method thereof

The present invention provides a deformable beam former capable of easily performing a beam formwork operation while freely adjusting a width of a beam form to fit the width of a beam to be installed, and a method of constructing the same. To this end, a variable shape press according to the present invention comprises: a support member provided on an upper portion of a support; First and second molds slidably installed on an upper portion of the support member and forming lower and opposite sides of the beam; A guide nut coupled to the first and second molds and having a female thread on an inner surface thereof; And an operating bolt formed on both sides of the male screw portion to be engaged with the female screw portion of the guide nut, the male screw portion on one side being formed by a right screw and the male screw portion on the other side formed by a left screw, wherein, when the operating bolt is rotated in one direction, The first and second molds are separated from each other when the first and second molds approach each other and rotate in opposite directions.

Whole-support integrally-detached combined type shaped beam formwork, support system and construction method thereof

本发明提供了一种整支整拆组合式定型梁模板、支撑系统及其施工方法，梁模板包括：多个第一U型模板，各第一U型模板并列设置，位于首位的第一U型模板的一个侧壁上和位于末尾的第一U模板的一个侧壁上均开设有一个第一缺口，两个第一缺口相对设置且位置相对应；其余各第一U型模板的两个侧壁上均开设有位置相对应的第二缺口，各第二缺口与各第一缺口位置相对应；多个第二U型模板，任意相邻的两个第一U型模板之间均设置有一个第二U型模板，第二U型模板的两端分别通过第一缺口和第二缺口卡设在相邻的两个第一U型模板之间，或分别通过两个第二缺口卡设在相邻的两个第一U型模板之间。梁模板模块化、标准化、系列化，提高了施工效率和质量。

An image processing apparatus and method for providing image evaluation information

이미지 평가 정보를 제공하는 이미지 처리 장치 및 방법을 개시한다. 이미지 처리 장치는 이미지 센서로부터 입력된 외부 영상 신호를 인코딩하여 인코딩된 이미지 데이터를 생성하는 인코딩부와, 상기 외부 영상 신호의 평가를 위한 평가 요소 정보를 수집하는 평가 요소 수집부 및 상기 수집된 평가 요소 정보를 외부로 전송하기 위한 인터페이스부를 포함한다. ISP (Image Signal Processor), 평가, 인코딩 An image processing apparatus and method for providing image evaluation information are disclosed. The image processing apparatus includes an encoding unit for generating encoded image data by encoding an external image signal input from an image sensor, an evaluation element collection unit for collecting evaluation element information for evaluation of the external image signal, and the collected evaluation element. It includes an interface unit for transmitting information to the outside. ISP (Image Signal Processor), Evaluation, Encoding

DEVELOPMENT ENVIRONMENT FOR COMBINING THE CONTROLLED SEMANTICS AND THE CONTROLLED DIALOGUE STATE

ÐÎÑÑÈÉÑÊÀß ÔÅÄÅÐÀÖÈß RU (19) (11) 2006 103 562 (13) A (51) ÌÏÊ G06F 13/00 (2006.01) ÔÅÄÅÐÀËÜÍÀß ÑËÓÆÁÀ ÏÎ ÈÍÒÅËËÅÊÒÓÀËÜÍÎÉ ÑÎÁÑÒÂÅÍÍÎÑÒÈ, ÏÀÒÅÍÒÀÌ È ÒÎÂÀÐÍÛÌ ÇÍÀÊÀÌ (12) ÇÀßÂÊÀ ÍÀ ÈÇÎÁÐÅÒÅÍÈÅ (21), (22) Çà âêà: 2006103562/09, 07.02.2006 (71) Çà âèòåëü(è): ÌÀÉÊÐÎÑÎÔÒ ÊÎÐÏÎÐÅÉØÍ (US) (30) Êîíâåíöèîííûé ïðèîðèòåò: 08.03.2005 US 11/074,890 (43) Äàòà ïóáëèêàöèè çà âêè: 20.08.2007 Áþë. ¹ 23 R U (57) Ôîðìóëà èçîáðåòåíè 1. Èíòåðôåéñ ïðèêëàäíîãî ïðîãðàììèðîâàíè , îñóùåñòâëåííûé íà îäíîì èëè íåñêîëüêèõ ìàøèíî÷èòàåìûõ íîñèòåë õ, ñîäåðæàùèé ïåðâûé êîíòåéíåð äèàëîãà, íàñòðîåííûé äë ñîäåéñòâè ðàçðàáîòêå ïåðâîãî òèïà äèàëîãà â ïðèëîæåíèè; è âòîðîé êîíòåéíåð äèàëîãà, íàñòðîåííûé äë ñîäåéñòâè ðàçðàáîòêå âòîðîãî òèïà äèàëîãà â ïðèëîæåíèè. 2. Èíòåðôåéñ ïðèêëàäíîãî ïðîãðàììèðîâàíè ïî ï.1, äîïîëíèòåëüíî ñîäåðæàùèé, ïî ìåíüøåé ìåðå, îäèí äèàëîãîâûé ýëåìåíò, êîòîðûé íàñòðîåí äë äåéñòâè èçíóòðè ëþáîãî èç ïåðâîãî è âòîðîãî êîíòåéíåðîâ äèàëîãà. 3. Èíòåðôåéñ ïðèêëàäíîãî ïðîãðàììèðîâàíè ïî ï.1, â êîòîðîì ïåðâûì òèïîì äèàëîãà âë åòñ ëèáî óïðàâë åìûé ñåìàíòèêîé äèàëîã, ëèáî óïðàâë åìûé ñîñòî íèåì äèàëîã. 4. Èíòåðôåéñ ïðèêëàäíîãî ïðîãðàììèðîâàíè ïî ï.1, äîïîëíèòåëüíî ñîäåðæàùèé áàçîâóþ ñòðóêòóðó API, êîòîðà èñïîëüçóåòñ â êà÷åñòâå èíòåðôåéñà ê íèçêîóðîâíåâûì ðåñóðñàì ñèñòåìû. 5. Èíòåðôåéñ ïðèêëàäíîãî ïðîãðàììèðîâàíè ïî ï.1, äîïîëíèòåëüíî ñîäåðæàùèé èíñòðóìåíòàëüíîå ñðåäñòâî, îáåñïå÷èâàþùåå ñðåäó ðàçðàáîòêè äë âçàèìîäåéñòâè ñ óïîì íóòûì èíòåðôåéñîì ïðèêëàäíîãî ïðîãðàììèðîâàíè . 6. Èíòåðôåéñ ïðèêëàäíîãî ïðîãðàììèðîâàíè ïî ï.1, â êîòîðîì ïåðâûé è âòîðîé êîíòåéíåðû äèàëîãà îáåñïå÷åíû èíôîðìàöèåé, êîòîðà ïîääåðæèâàåò àêòèâèçàöèþ äèàëîãîâûõ ýëåìåíòîâ, ñîäåðæàùèõñ â êîíòåéíåðàõ. 7. Êîìïþòåðíî-èñïîëí åìûé ñïîñîá îáåñïå÷åíè âîçìîæíîñòè ðàçðàáîò÷èêó êîìáèíèðîâàòü ðàçëè÷íûå òèïû äèàëîãà â ïðèëîæåíèè, çàêëþ÷àþùèéñ â òîì, ÷òî îáåñïå÷èâàþò ïåðâûé ðåñóðñ ðàçðàáîòêè, íàñòðîåííûé äë ñîäåéñòâè ðàçðàáîòêå ïåðâîãî òèïà äèàëîãà â ïðèëîæåíèè; è îáåñïå÷èâàþò âòîðîé ðåñóðñ ðàçðàáîòêè, íàñòðîåííûé äë ñîäåéñòâè ðàçðàáîòêå ...

A form reinforcement for concrete beam

본 고안은 철근콘크리트조(RC)보 구조 시공시 거푸집을 설치하는 경우, 거푸집 보강대를 좌우 및 하부면에서 보강함과 동시에 상하 좌우방향으로 거리와 높이가 일체로 조절이 이루어져서 수직 및 수평을 간편하게 맞추고 견고한 지지구조를 갖도록 이루어진 RC보용 거푸집 보강대에 관한 것이다. 본 고안은, 거푸집 또는 유로폼의 좌우측부와 하단부에 설치되어 견고하게 보강하기 위한 RC보용 거푸집 보강대에 있어서, 내측부에 중공부(12)가 형성되고 가로방향으로 형성되고 유로폼(200)의 하면부를 보강하도록 형성된 하부틀 고정몸체(10)와, 상기 하부틀 고정몸체(10)의 우측단부에는 내측부에 중공부(15)가 형성되고 상방향으로 돌출 형성되어 유로폼(200)의 우측면부를 보강하도록 형성된 우측 고정 기둥몸체(14)가 일체로 이루어지는 우측 보강대부(102)와; 상기 하부틀 고정몸체(10)에 결합 설치되어 좌우로 이동가능하도록 이루어지고 유로폼(200)의 하부면을 보강하는 하부틀 이동몸체(32)와, 상기 하부틀 이동몸체(32)의 좌측단부에 상방향으로 형성되고 내측부에 중공부(42)가 형성되어 유로폼(200)의 좌측면부를 보강하도록 이루어진 좌측 고정 기둥몸체(40)가 일체로 이루어지는 좌측 보강대부(104)와; 상기 우측 고정 기둥몸체(14)의 중공부(15)와, 상기 좌측 고정 기둥몸체(40)의 중공부(42)에 각각 결합되어 상하로 승강 가능하도록 이루어지고 상하로 높이 조절이 되어 유로폼(200)의 높이에 맞추어서 시공이 가능하도록 결합되는 우측 이동기둥(106) 및 좌측 이동기둥(107)과; 상기 하부틀 고정몸체(10)의 중공부(12)와 상기 하부틀 이동몸체(32)의 중공부(34)에 가로방향으로 결합되어 상기 우측 보강대부(102)와 좌측 보강대부(104)의 양측부에서 가압 되도록 체결 설치되어 가로방향의 길이를 조절하는 거리조절수단(108)으로 이루어지되, 상기 하부틀 이동몸체(37)는, 상기 우측 보강대부(102)의 중공부(12)에 결합되되, 상기 하부틀 고정몸체(10)의 좌측면부와 밀착 결합하여 동일한 높이를 갖도록 형성된 하부틀 좌측 이동몸체(33)와, 상기 중공부(12)에 결합되어 좌우로 이동하는 하부틀 우측 이동몸체(35)로 이루어지는 것을 특징으로 한다. In this design, when the formwork is installed at the time of constructing the reinforced concrete RC structure, the formwork reinforcement is reinforced on the left and right sides and the distance and height are integrally adjusted in the vertical and horizontal directions so that the vertical and horizontal can be easily adjusted And more particularly to an RC gauge reinforcing bar having a rigid support structure. The present invention relates to an RC gypsum reinforcing bar provided on left and right sides and lower ends of a form or a Euro form and rigidly reinforcing. The hollow portion 12 is formed on the inner side and is formed in the transverse direction, And a hollow portion 15 is formed at the inner side portion of the lower frame fixing body 10 so as to protrude upward to form a right side portion of the lower frame fixing body 10, A right side reinforcement ...

Framework for beam bottom

본 발명에 따른 건물의 보 바닥을 형성하기 위한 거푸집 패널은 보의 바닥 부분을 지지하기 위한 지지패널부재와, 보의 바닥 부분을 지지하되 상기 지지패널부재와 결합되는 연결부재를 포함하며, 상기 지지패널부재는 미리 지정된 폭과 너비의 사각 판형으로 형성되는 패널부와, 상기 패널부의 테두리 부분에 배치되어 지지강도를 보강하는 프레임부재와, 상기 패널부의 폭을 가로지르는 방향으로 배치되는 보강부재와, 상기 프레임부재를 가로지르는 방향으로 설치되는 커넥터삽입보강부재를 포함하며, 상기 연결부재는 미리 지정된 폭과 너비의 사각 판형으로 형성되는 패널부와, 상기 패널부의 테두리 부분에 배치되어 지지강도를 보강하는 프레임부재와, 상기 패널부의 중심부에 설치되는 받침부재연결부를 포함하는 것을 특징으로 한다. 본 발명에 의해, 콘크리트 양생 중에도 거푸집 패널의 일부를 수거하여 이를 이용할 수 있으므로, 복수 층의 건물 건축 시에도 적은 수의 거푸집 패널들로써 보의 형성이 가능해진다. 또한, 거푸집 패널의 설치 및 해제가 용이하여 작업성을 향상시킬 수 있다. A form panel for forming a beam bottom of a building according to the present invention includes a support panel member for supporting a bottom portion of a beam and a connecting member for supporting a bottom portion of the beam and engaging with the support panel member, The panel member includes a panel portion formed in a rectangular plate shape having a predetermined width and a width, a frame member disposed at a rim portion of the panel portion to reinforce the supporting strength, a reinforcing member disposed in a direction crossing the width of the panel portion, And a connector insertion reinforcing member installed in a direction transverse to the frame member, wherein the connecting member comprises: a panel portion formed in a square plate shape having a predetermined width and width; and a connector portion disposed in a rim portion of the panel portion, A frame member, and a receiving member connection portion provided at a central portion of the panel portion. According to the present invention, since a part of the formwork panel can be collected and used during concrete curing, it is possible to form the beam with a small number of form panels even when building a plurality of floors. In addition, it is easy to install and unmount the form panel, so that workability can be improved.

Non dismantling beam formwork removal method for continuous construction

본 발명은 연속시공을 위한 무해체 보 거푸집 탈형 방법에 관한 것으로, 보다 구체적으로 건물을 포함하는 건축구조물의 바닥을 구성하는 슬래브의 하부에 보(천장보, 들보)를 연속적으로 시공하기 위하여, 보의 시공에 사용되는 거푸집을 효율적으로 탈형하기 위한 것이다. 특히, 본 발명은 콘크리트 타설 및 양생 후 보 거푸집을 구성하는 바닥패널과 측면패널을 동시에 분리하여 다음 위치로 이동시킴으로써, 각 패널을 구성하는 유로폼, 장선, 멍에 등의 분해 및 재조립과정이 필요하지 않도록 할 수 있으며, 이를 통해 무해체 방식의 연속시공이 가능하도록 함으로써, 해당 공정의 효율적인 시공과 더불어 전체 공기를 단축시키고 시공비용을 최소화할 수 있다. 또한, 본 발명은 이송장치를 이용하여 동바리(수평연결재를 포함하는 시스템 동바리)를 포함하는 거푸집 전체를 이동시킬 수 있으므로, 보다 효율적인 연속시공이 가능하도록 할 수 있다. 따라서, 건설 분야 및 건축물 시공분야, 특히 연속시공분야, 유로폼 탈형 및 설치분야는 물론, 이와 유사 내지 연관된 분야에서 신뢰성 및 경쟁력을 향상시킬 수 있다. The present invention relates to a method of demolding a non-destructible beam formwork for continuous construction, and more specifically, to continuously construct beams (ceiling beams, beams) under a slab constituting the floor of a building structure including a building, This is to efficiently demold the formwork used in the construction of In particular, the present invention separates the floor panel and side panel constituting the beam formwork after concrete pouring and curing at the same time and moves them to the next position, so that the disassembly and reassembly process of the euroform, joists, yokes, etc. constituting each panel is not required. By making continuous construction possible in a non-dismantling method through this, it is possible to shorten the overall construction period and minimize the construction cost as well as efficient construction of the process. In addition, the present invention can move the entire formwork including the dongbari (system dongbari including a horizontal connecting material) by using a transfer device, so that more efficient continuous construction can be performed. Accordingly, reliability and competitiveness can be improved in the field of construction and building construction, in particular, continuous construction, Euroform demoulding and installation, as well as similar or related fields.

A clamp for the euro-form, and a support system of a beam form using the same

PURPOSE: A clamp for fixing a euro-form and a support structure of a beam form using the same are provided to reduce the amount of required members by using square pipes for a joist instead of square wood members. CONSTITUTION: A support structure of a beam form comprises a beam form, a Euro form fixing clamp(100), a square pipe(50) for fixing a joist, and a support(40). The beam form is formed by connecting a Euro form(10) for a floor and an outer corner(20) to each other using a wedge pin(135). The Euro form fixing clamp is fixed to the connection portion of the Euro form for a floor and the outer corner. The square pipe is inserted into a joist housing space of the Euro form fixing clamp. The support is fixed to the bottom surface of the Euro form fixing clamp.

Concrete mold assembly

A truss spring construction assembly is disclosed. The truss spring installation assembly includes a second vertical panel spaced apart from the first vertical panel and the first vertical panel, and a horizontal panel disposed at the lower end of the first vertical panel and the second vertical panel In a truss spring construction assembly. A supporter installed on the supporter and supporting the horizontal panel of the support, a first protrusion bar protruding from one side of the supporter in the direction of the first vertical panel, A second projecting bar projecting from the other side of the supporting frame in the direction of the second vertical panel, screwed into each of the first projecting bar and the second projecting bar, And a pressing portion provided at an end of the screw rod and including a pipe member for transmitting a pressing force of the screw rod to the vertical panel.

Yoke for constructing mold of beam

The present invention relates to a yoke for mounting a bracket and includes a plurality of connection holes 46 and 48 and connecting portions 50 and 52 on both sides of a pedestal 12 having a coupling rod 37 The support rods 14 and 16 having the support rods 14 and 16 can be adjusted to be spaced apart from each other in the left and right directions by the fixing pins 18 and 20 and the connection rods 50 and 52 of the left and right rods 14 and 16 And the wedge pins 22, 24, 26 and 28 are connected to the floor panel 60 and the side panels 62 (64). Further, it is possible to easily separate the side panels (62) and (64) having a short period of curing assistance from the bottom panel having a long period of helping the user during curing of the poured concrete, So that it can be recycled.

Supporting plate for beam construction of a building

본 고안은 건축물에서 기둥과 기둥 사이를 연결하는 보 시공용 지지판에 관한 것으로 더욱 구체적으로는, 지지판(10)의 일단부에는 지지부(20)를 형성하고, 타단부에는 걸림부(30)를 형성하며, 저면에는 지지대(40)를 절첩 가능케 설치함으로써, 콘크리트 건축물의 보를 시공하기 위하여 설치되는 지지판의 설치 시공이나 해체 시공이 보다 신속하고 간편하게 이루어질 수 있도록 함으로써, 자재의 이동이나 시공에 따른 노동력을 현저히 줄일 수 있을 뿐만 아니라, 작업의 효율성을 극대화시킴으로서, 작업 시간 단축에 따른 공기단축의 효과를 얻을 수 있다. The present invention relates to a support plate for beam construction that connects between a pillar and a pillar in a building, and more specifically, the support portion 20 is formed at one end of the support plate 10, and the engaging portion 30 is formed at the other end. In addition, by installing the support 40 so that the bottom can be folded, the installation or dismantling of the support plate installed for the construction of the concrete building can be made more quickly and easily, thereby significantly reducing the labor force caused by material movement or construction. In addition to reducing, by maximizing the efficiency of the work, it is possible to obtain the effect of shortening the air according to the reduction of working time. 지지판, 지지부, 걸림부, 지지대, 높이조절대 Support plate, support, hook, support, height adjuster

Pouring frame fixing structure for civil construction

本发明涉及一种土木建筑领域，尤其涉及一种土木建筑施工用的浇筑框架固定结构。本发明的技术问题为：提供一种土木建筑施工用的浇筑框架固定结构。技术方案：一种土木建筑施工用的浇筑框架固定结构，包括有第一限位组件、第二限位组件、第一固定组件、第二固定组件和第四模板等；第一限位组件与第二模板相接触；第一限位组件与第一底座相连接；第一限位组件与第二底座相连接；第一限位组件与第一限位块相连接；第二限位组件与第一模板相接触。本发明使用时实现了自动适应高低不平的地面对两平行模板进行限位，同时可适应多种不同的模板距离，还实现了自动将对两相邻模板进行固定连接，同时可消除两相邻模板间的间隙，杜绝了水泥溢出现象。

Construction method of the mold available again

The present invention relates to a method to construct a mold usable without damage, capable of reducing a construction period in comparison with a conventional method. According to the present invention, the method to construct a mold usable without damage comprises a wall pillar mold construction step, a horizontal member coupling step, a wall beam mold construction step, a wall beam mold coupling step, a first four-side linked supporter installation step, a pillar beam mold construction step, a pillar beam mold coupling step, a second four-side linked supporter installation step, a sleeper and joist mounting step, and a plate mounting step.

Construction process for pouring large-volume reinforced concrete beam at one time

本发明公开了一种一次性浇筑大体积钢筋混凝土梁的施工工艺，包括预制梁体模板和滑轨，所述梁体模板包括多块梁底模板、多块端部模板、多块标准侧模板和多个转角连接件，在滑轨的长度方向设有一内宽外窄的T形滑槽，在滑轨的两端均设有一定位滑块；所述标准侧模板的正反两面分别设有滑块和底模托架，所述转角连接件包括呈竖向设置且横截面呈L形的转角模板，所述转角模板的侧端厚度与标准侧模板的厚度一致，在转角模板所形成的内角处固定有一连接立柱；安装所述梁体模板前，先打设脚手架，然后在脚手架立杆上依次安装转角连接件、滑轨、标准侧模板、梁底模板、端部模板和梁顶拉结板，最后再浇筑混凝土。

Shore attachment

Shuttering device, particularly for building pillars in combination with a peripheral tie

The device is noteworthy in that it comprises, for each pillar, uprights 1 resting on the ground and arranged so as to be coupled, in an adjustable manner, in order to delimit the sides of a quadrilateral, the said elements being furthermore shaped in order to receive, in pairs, in a removable manner, panels 2 for allowing the said pillars to be poured, the peripheral tie being poured in a plurality of independent elements 5 arranged end to end in alignment and shaped so as to be positioned and centred on complementary parts of props resting on the ground 6, which can be adjusted vertically, in order to arrange the said independent elements at a chosen height in relation to certain parts of the arrangements of the pillars, in order to make them connect.

CONCRETE BEAM SUPPORT TOP FOR KEYING THE SAME AT THE POST HEAD

L'invention concerne un équipement destiné à supporter deux extrémités de poutres en béton en vue de leur clavetage en tête d'un moule en carton pendant le coulage du béton lors de la réalisation d'un poteau. L'équipement est constitué de deux plateaux horizontaux rigides (5) munis d'une découpe pouvant épouser la forme du moule et d'un ensemble de deux supports béquille solidaires de chaque plateau (6). L'équipement est dimensionné pour supporter plusieurs tonnes. Le préréglage en hauteur se fait grâce à un ensemble fûts coulisses brochés (8). Le réglage fin est réalisé avec des vérins fixés en partie basse des supports béquille (8B). L'ensemble du dispositif est soudé sur une structure fixe par l'intermédiaire de deux articulations constituées d'une pièce mécano soudée en forme de H dans laquelle coulissent et sont brochés deux bras (7). The invention relates to equipment intended to support two ends of concrete beams for their keying at the head of a cardboard mold during the pouring of concrete during the production of a post. The equipment consists of two rigid horizontal plates (5) provided with a cutout which can follow the shape of the mold and of a set of two crutch supports integral with each plate (6). The equipment is sized to support several tonnes. The presetting in height is done thanks to a set of broached slide drums (8). The fine adjustment is carried out with cylinders fixed in the lower part of the stand supports (8B). The entire device is welded to a fixed structure by means of two joints made up of a mechanically welded H-shaped part in which two arms (7) slide and are pinned.

Adjustable box for launching reinforced concrete beams

Extensible wall shuttering - has spacers and struts between plates on wall surfaces

On the outer side of the top edge of one wall are planks, a sheet-metal plate and an outside metal corner-plate. On the inner side of the edge are a plank, a sheet-metal plate and an inside metal corner-plate. Above the top edge of the wall there is a plank. The planks have holes through which struts are inserted. Each strut consists of a tubular metal piece with a series of diametrically-aligned holes. A peg is inserted into a pair of holes, and is preferably joined to a ring soldered to the edge of the tube by a chain or cord. The other end of the strut has a flat cam with a handle.

Telescopic shoring device with adjustable head.

Dispositif pour étayer simultanément un poutre et une dalle, les réglages en hauteur étant indépendants. Il comporte une tour d'étaiement télescopique dont les tubes télescopiques 8, réglables de façon continue, étayent la dalle, la poutre étant étayée par des chevêtres 11 qui reposent sur des vérins à vis 13 brochés dans les trous 9 des tubes télescopiques 8. Ce dispositif est utilisable pour la construction de planchers préfabriqués en béton: Le chevêtre étaye la poutre préfabriquée, les tubes télescopiques étayent les prédalles. Device for simultaneously supporting a beam and a slab, the height adjustments being independent. It comprises a telescopic shoring tower whose telescopic tubes 8, continuously adjustable, support the slab, the beam being supported by headers 11 which rest on screw jacks 13 broached in the holes 9 of the telescopic tubes 8. This The device can be used for the construction of precast concrete floors: The header supports the precast beam, the telescopic tubes support the pre-slabs.

High-altitude construction method for steel truss and concrete combined structure on top of bin

本发明涉及一种仓顶钢桁架和混凝土组合结构高空施工方法，钢结构桁架制作和运输；主次梁钢桁架体系现场组装；测量放线，完成筒仓钢桁架组对；混凝土结构施工操作平台施工；仓顶环梁、钢结构梁混凝土结构钢筋、模板施工；钢结构梁模板设计及安装；上部钢结构桁架体系组装及吊装；仓顶混凝土板结构模板支撑安装；仓顶混凝土梁结构模板拆除和操作平台拆除；仓顶混凝土板结构模板安装；仓顶混凝土板结构钢筋安装及混凝土浇筑。本发明仓顶钢桁架和混凝土组合结构高空施工方法，缩短施工工期，安装方便快捷、安全风险可控，降低安装成本，提高施工效率。

Steel forms for in situ concrete lintels - has side and soffit frame with bolts, ties and angle brackets

The reusable demountable steel forms are used in constructing internal door lintels (B) out of in situ reinforced concrete. The lintels are cast contiguously with a concrete floor above (F). A lintel shutter assembly comprises two sheet steel side forms (12) and a doorway soffit form (16). The two side forms (12) are longer than the width of the door opening. The soffit forms (16) are of inverted shallow U-section and bolted (22) to external base flanges provided on the side forms. Transverse ties (70) are used to clamp the side forms in position. Angle brackets (26) provided externally on the side forms support the adjacent floor formwork joist (46). The transverse ties (70) may be inverted 'U' bars which are secured by external chock joists (64).

Regulatable shutter for concrete column - has interchangeable panels on single frame allowing large range of shutter dimensions

CE COFFRAGE EST COMPOSE DE PLUSIEURS CHASSIS METALLIQUES A MUNIS D'ELEMENTS C QUI SERVENT A RETENIR TEMPORAIREMENT DES PANNEAUX B.CHAQUE CHASSIS EST COMPOSE DE SUPPORTS PROFILES 10, 12 DESTINES A FIXER LES EXTREMITES DE PLUSIEURS TRAVERSES 18, DONT CERTAINES SONT MUNIES D'ELEMENTS D'ASSEMBLAGE REGLABLES 22, 26, 27, 30 SERVANT A REUNIR UN CHASSIS AU CHASSIS ADJACENT TANDIS QUE L'UN DES BORDS LONGITUDINAUX 12 DES SUPPORTS EST COMPOSE D'UN BARRE 16 A DOUBLE BORD PLIE A ANGLE DROIT SERVANT A DELIMITER AVEC LA BARRE TRANSVERSALE DU PANNEAU ADJACENT UN LOGEMENTCAPABLE DE RECEVOIR L'UN DES BORDS LONGITUDINAUX B DU CHASSIS ADJACENT, AFIN DE MAINTENIR AINSI A RECOUVREMENT MUTUEL LES DEUX PANNEAUX DE DEUX CHASSIS ADJACENTS. L'INVENTION FACILITE L'ASSEMBLAGE SUR PLACE DES COFFRAGES DE MANIERE SIMPLE ET RAPIDE.

Heavy duty spanning forms and related systems and methods

A metal concrete form panel having a face sheet secured to a perimeter flange that includes side rails and end rails. One or more tie ribs extend between the end rails. A bolt block is secured in each corner to the perimeter flange where the side rails meet the end rails. A bar is located spaced inside each side rail and extended between and secured to each of the pair of opposing bolt blocks of the associated end rail and also secured to each intervening tie rib and to the face sheet.

Shuttering system for roller shutter cast concrete housing comprises assembly of lightweight components of which some remain after casting

Dispositif complet pour la réalisation sur chantier de coffres de Volet Roulant avec voile extérieure en béton coulé sur place. L'objet de l'invention réside dans le fait d'associer en un seul élément monobloc manuportable :- d'une part un coffrage destructible (A) (aux possibilités multiples de motifs architecturaux) pour couler sur chantier un voile de béton (B) dans la partie avant/ extérieure et faire la réservation d'encombrement (C) du Volet Roulant dans le linteau,- d'autre part un ensemble de panneaux (D) restant en place, 2 en parties latérales servant de joues (5) de fixation des mécanismes du Volet Roulant, un autre composite isolant (6) (7) en partie arrière/intèrieure servant à l'obturation, à la fermeture et au raccordement sans saillie du coffre avec la cloison de doublage.

Supporting device for concrete beam form

The purpose of the present invention is to provide a variable beam form supporting apparatus. The variable beam form supporting apparatus can largely improve a working property and an installing property for a beam form and firmly support a space between pipes using supporting reinforcement pieces depending on firmly supporting the beam form and supporting the beam form with varying the position thereof according to the width of the installed beam form so that the installed beam form is firmly supported without wobbles and the generation of a gap between the pipes is prevented. The variable beam form supporting apparatus of the present invention comprises: a fixing supporting body (10) supporting and fixing one side and the lower side of the beam form; a moving supporting body (20) supporting and fixing the other side and the lower side of the beam form and having a position which is varied to move to the fixing supporting body (10) or to be separated from the fixing supporting body (10) according to the installed beam form; and a damping body (30) installed at the fixing supporting body (10).

FORMWORK BOND FOR LINTEAU, ADJUSTABLE IN LENGTH

Support for form panels

The invention relates to a device by means of which form panels can be put into position for forming the levelling courses, the peripheral lintels of doors and windows. It consists of a sole plate (1) connected by welding to a leg (2), a support (4), two slides (5) and (6), two telescopic arms (11) and (12), two support plates (15) and (16). The settings are maintained in place by the butterfly screws (7) and (8) as regards the width, and (3) as regards the height of the leg. The setting of the length of the telescopic arms on the extension arms is ensured by the pins (13) and (14). The device according to the invention is intended in particular for the positioning of the form panels for making the levelling courses, the peripheral lintels of doors and windows. It must necessarily be used in a pair. It is thus intended to be used by building companies.

A kind of beam form support frame, support construction and construction method

一种梁模板支撑架、支撑结构及施工方法，涉及模板施工领域，梁模板支撑架包括支撑横梁，及对称设置、活动销接在支撑横梁上的固定锁紧器和活动锁紧器。固定锁紧器包括背向设置的一对第一L形底托，焊接在一对第一L形底托一端头之间的第一连接板，对称焊接在一对第一L形底托内侧面上的一对第一支撑板，焊接在一对第一支撑板中部之间的第一U形板，竖向活动插接在第一U形板背面的第一矩形立梁，竖向焊接在第一连接板外侧面中部的第一连接方管，焊接在一对第一支撑板外侧之间的第一斜封板，及螺纹连接在第一斜封板上的第一T形螺栓。本发明解决现有顶板梁施工中模板为非标注模板，造成材料浪费，效率低下，及现有梁模板施工安拆不便的问题。

U bolt type fixture unit of construction material

본 발명은 콘크리트 건축물 시공을 위한 걸쇠식 유볼트형 자재 결속구에 관한 것으로, 결속볼트가 걸쇠봉을 통해 자재의 걸림부(턱, 홈)에 걸려 고정되고 아울러, 제1,2나사봉이 제1,2조임 너트와 함께 다른 자재에 고정되어 자재들을 결속하므로 거푸집 등 자재의 구성과 설치 조건에 따라 유 볼트를 자재의 둘레부를 감싸도록 설치할 수 없는 조건에서도 자재들을 결속하는 것을 목적으로 한다. 본 발명에 의한 콘크리트 건축물 시공을 위한 걸쇠식 유볼트형 자재 결속구는, 소정 길이의 봉 형태이며 제1자재(예컨대 목심 소피트)에 걸려 고정되는 걸쇠봉(11), 상기 걸쇠봉의 길이방향 양측에서 각각 연장 형성되며 외주면에 나사선이 형성된 제1,2나사봉(12,13)을 포함하는 유 볼트형 결속볼트(10)와; 상기 유 볼트형 결속볼트의 제1,2나사봉에 나사 체결되면서 상기 제1자재를 지지하는 제2자재(보거푸집 지지대)를 상기 제1자재에 고정하는 제1,2조임 너트(20)를 포함하고, 상기 유볼트형 결속볼트의 걸쇠봉은 상기 제1자재에 형성되는 턱 또는 홈에 걸려 고정되는 홈 또는 턱을 갖는 형태이며, 이에 의하여 상기 유볼트형 결속볼트의 걸쇠봉이 상기 제1자재에 고정된 상태에서 상기 제1,2나사봉이 상기 제2자재를 감싸거나 관통되고 상기 제1,2조임 너트가 상기 제1,2나사봉에 나사 체결되어 상기 제2자재에 지지됨으로써 상기 제1,2자재를 결속한다. [0001] The present invention relates to a buckling-type bolt-type binding bush for a concrete building construction, wherein the binding bolt is fixed by being caught by a latching portion (jaw and groove) of a material through a latching bar, It is aimed to bind materials even under the condition that they can not be installed so as to enclose the circumference of the material according to the constitution and installation conditions of the material such as the form because the materials are fixed to other materials together with the two fastening nuts. The buckle-type bolt-type binding unit for buckling a concrete structure according to the present invention comprises a buckle (11) having a predetermined length and being fixed to a first buckle (for example, a buckle foot) A bolt-type fastening bolt 10 including first and second threaded rods 12 and 13 each having a threaded portion formed on an outer circumferential surface thereof; The first and second tightening nuts (20) are screwed to the first and second threaded rods of the bolt-type fastening bolt to fix the second material (bracket support bracket) supporting the first material to the first material Wherein the latch bolt of the u-bolt type fastening bolt has a groove or a jaw which is caught and fixed by a jaw or a groove ...

Non-support type prestressed form for constructing beam

A non-supporting prestressed form for beams is provided to transfer its self weight as well as pouring pressure and load of concrete to the opposite ends, while enabling fast construction using al lower space of a beam as a working spot during curing of concrete since, since installation of a supporting post is redundant. A non-supporting prestressed form(100) for beams comprises a sheathing board(110), a center fixation(120), and a tensioning member(130). The sheathing board comprises a side sheathing board(112) on lateral sides of a beam and a lower sheathing board(111) to form lateral sides and lower side of the beam. The center fixation is installed in the middle of length direction of the sheathing board, comprising a support(121) fixed to support the sheathing board, and a fixed piece(122) hinged to the support. The tensioning member as a member installed on the outside of side sheathing board on lateral sides of the sheathing board for tensioning, is installed from an upper side of one end of the side sheathing board to an upper side of the other end via the fixed piece of the center fixation.

Form assembly for pouring concrete beams

This invention relates to a form assembly for pouring a concrete beam, which form assembly comprises at least a basic element ( 1 ) with a bottom ( 3 ) and two side walls ( 4, 5 ) standing thereupon and extending in the longitudinal direction thereof, whereby the upper edges of the side walls ( 4, 5 ) of the basic element ( 1 ) are connected to each other by means of connecting means, for example, an upper wall ( 6 ) with openings ( 7 ). On one or both extremities of said basic element ( 1 ), an end piece ( 2 ) or a connecting piece can be slid and fixed thereupon.

Improved supporting apparatus for girder form

건물의 보를 시공하기 위한 보 거푸집을 지지하는 개량형 보 거푸집 지지장치를 제시하며, 상기 보 거푸집의 하부에 배치되어 상기 보 거푸집의 하부를 지지하는 거더부; 상기 보 거푸집의 양측에 각각 이동가능하게 배치되고, 상기 보 거푸집을 향해 이동하여 상기 보 거푸집의 양측면에 밀착되면서 상기 보 거푸집의 양측면을 각각 지지하는 한 쌍의 서포트부; 상기 보 거푸집의 양측에 각각 배치되어 상기 보 거푸집의 폭 방향으로 연장되고, 상기 거더부에 고정된 상태로 상기 한 쌍의 서포트부의 이동경로를 제공하는 한 쌍의 레일부; 및 상기 한 쌍의 서포트부 각각을 상기 한 쌍의 레일부 각각에 이동가능하게 결합하여 상기 서포트부의 이동을 허용하면서 상기 서포트부를 이동한 상태로 고정하는 서포트이동부를 포함한다. An improved beam formwork support device for supporting a beam formwork for constructing beams of a building is proposed, and a girder portion disposed under the beam formwork to support the lower portion of the beam formwork; A pair of support parts respectively movably disposed on both sides of the beam formwork and moving toward the beam formwork to support both sides of the beam formwork while being in close contact with both sides of the beam formwork; a pair of rail parts disposed on both sides of the beam formwork, extending in the width direction of the beam formwork, and providing a movement path of the pair of support parts while being fixed to the girder part; and a support movable unit movably coupling each of the pair of support units to each of the pair of rail units to allow movement of the support unit and fixing the support unit in a moved state.

Device for supporting formwork boards on beam for building concrete structure, has screw or cam supported on holding branch to exert thrust on part of locking element such that return portions enclose under-surfaces of upper wing of beam

The device (1) has a support fitting (2) whose support branch (3) receives a formwork board and holding branch (4) rests on an upper wing (5) of a beam (6). A locking element (12) has a quadrangular cross-sectional part (13) with a rear wall (14) and a longitudinal slot (15) bordered by return portions (16). The element part is engaged on the beam such that the holding branch is inserted between the wall and the beam. A screw or cam (17) of the element is supported on the holding branch to exert a thrust on the element part such that the return portions enclose under-surfaces (8) of the wing.

Beam-mold clamp

Beam bottom arch-arching formwork-supporting device

本发明公开了一种梁底起拱支模装置，它包括置于梁底支撑立杆内的丝杆，在该丝杠上位于梁底支撑立杆的顶端设有调节螺母，该调节螺母卡在梁底支撑立杆顶端用于调节丝杆在梁底支撑立杆内的伸缩量以调节丝杠的高度；在丝杠上端设有支撑梁侧模的水平支撑杆，在丝杠顶端焊接设有支撑梁底模的托板，前述的水平支撑杆包括一个连接在丝杠上的螺纹套筒和两根对称设置的水平杆。本发明以丝杆为基础件进行加工制作，集梁底起拱高度调节、梁底模板支撑、梁侧模板加固等作用为一体，可根据设计或规范要求要求对大跨度梁底起拱高度进行精确调节，与常规的梁底起拱支模方式相比，具有制作简单，经济适用，绿色环保，起拱高度调节精度高等明显优势。

variable type detachable beam deck

본 발명은 시공될 보의 폭과 높이를 맞춘 두 개 이상의 지지프레임의 내측 하면과 측면에 하면데크와 측면데크로 적층 지지시켜, 보의 폭과 높이에 따른 현장에서의 조립 시공이 간편할 뿐 아니라 보 시공 완료 후에도 탈형(해체)이 쉬운 가변식 탈형 보 데크에 관한 것이다. The present invention is laminated and supported by a bottom deck and a side deck on the inner lower surface and side of two or more support frames matched to the width and height of the beam to be constructed, so that assembly construction in the field according to the width and height of the beam is not only easy, It relates to a variable type demolding beam deck that is easy to demold (dismantle) even after beam construction is completed.

Apparatus for the bearing of the coffering for the pouring of concrete on/or against profiled piles

ABSTRACT OF THE DISCLOSURE Remi De Blende Apparatus for the bearing of the coffering for the pouring of concrete on / or against profiled piles. Apparatus to bear the coffering for the pouring of concrete up or against profiled piles used for waterworks,for the reinforcement of steep banks,quay walls, ducdalves etc. The poured concrete is beared by a coffering support composed of a component pinched horinzontally and lateraly in a rigid way in the notches of the profiled piles ( drawing I) and this longitudinally to the curtain of sunken piles.