КАРКАС ЗДАНИЯ

Изобретение относится к области строительства зданий, а именно к конструкциям каркасов многоэтажных зданий. Технический результат изобретение – снижение трудозатрат при монтаже. Каркас здания включает по меньшей мере одно ядро жесткости, несущие элементы в виде трубобетонных колонн и этажных перекрытий и узлы их соединений. Перекрытия выполнены в виде монолитных железобетонных дисков с включением вкладышей-пустотообразователей, торцы колонн снабжены опорными фланцами для их соединения с помощью болтов. В узлах сопряжения колонн с этажными перекрытиями выполнены опорные элементы. Сверху опорных фланцев колонн и опорных элементов в узлах сопряжения колонн с перекрытиями выполнены удерживающие стальные косынки и установлены опорные консоли, частично заведенные в тело колонны через прорези в стенке колонны. Узлы соединений стыков колонн и сопряжений колонн с перекрытиями располагаются внутри монолитных дисков перекрытий и дополнительно армированы. 7 з.п. ф-лы, 10 ил.

Сборно-монолитный железобетонный каркас многоэтажного здания

FIELD: construction. SUBSTANCE: invention relates to construction, in particular to precast monolithic reinforced concrete frame buildings. The prestressed reinforcement is installed in the upper monolithic part of the girder and passes through two or more spans of the building along its entire length and is fixed on traverses resting on the edges of the precast reinforced concrete column; in the upper monolithic part of the girder, an unstressed working reinforcement is also installed, the rods of which are the same as and unstressed rods coming out of the precast part are bent crosswise down and up, respectively, and connected to the longitudinal rods of the column, in precast monolithic prestressed girders and precast reinforced concrete columns, indirect reinforcement in the form of meshes is installed. EFFECT: creation of a frame-bar reinforced concrete frame of a multi-storey building, including prefabricated reinforced concrete columns with holes at the level of the floor disc, precast-monolithic prestressed in the lower prefabricated part of the girders, having outlets of longitudinal prestressed reinforcement and outlets of transverse reinforcement from the upper plane of the precast part, trough-shaped prefabricated profile parts of the girder and prefabricated hollow-core slabs of the floor disc with a gap between the ends of the slabs, which, together with the concrete holes in the columns, the outlets of the transverse reinforcement installed in the prefabricated part of the girder, the outlets of the longitudinal reinforcement of the girders and the space between the ends of the slabs with dowels, are monolithic at the same time. 1 cl, 7 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 755 669 C1 (51) МПК E04B 1/20 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (52) СПК E04B 1/20 (2021.02) (21)(22) Заявка: 2020141804, 17.12.2020 (24) Дата начала отсчета срока действия патента: Дата регистрации: Приоритет( ...

Stahlbeton-Skelett-Bauweise

Supporting structure for constructions

The invention relates to a supporting structure for constructions, which can be prefabricated or produced during erection of the construction itself and has elements which consist of pillars and transverse girders and have recesses which are uninterrupted in the region of the upper sides and form the same number of steps. These steps enable the ends of the adjacent horizontal elements, i.e. of the ceilings and of the transverse girders, to be supported, the need for temporary supports being avoided and a considerable saving of time, together with complete safety, being achieved.

Betonfachwerkbauweise mit Rippenplatten als bleibende Schalung und in den Hohlraeumen angeordneter Daemmschicht

Gebaeude aus Saeulen und vorgefertigten Deckenplatten

Bausystem mit architektonischen Fertigelementen

Improvements in and relating to a building unit

Building construction

... 744,188. Buildings. SMITH, (CROYDON), Ltd., E. H. July 23, 1954 [June 26, 1953], No. 17853/53. Class 20(1). A building with a ground floor is made of a shell of spaced vertical reinforced concrete posts 3 the bottom of which are correctly positioned in horizontal concrete bases 2, and the upper parts of which are bridged by horizontal concrete beams 7 with links or hooks 6 formed in their reinforcement to engage the reinforcing 5 of the posts 3, the framework so formed being infilled with pre-cast bitumen impregnated plaster or concrete panels 8 forming the inner and outer wall surfaces. Such panels are of lightweight concrete or of plaster impregnated with a waterproofing bitumen product. Fig. 2 shows a section from the first floor level in which the horizontal beams 7 are additionally anchored to the vertical posts 3 by hooks 6 at the ceiling joists 14. Timber surrounds 9 provide window or door openings, and 10 being the sill of a window with a continuous concrete lintel. The posts, beams ...

Improvements relating to buildings consisting of a rigid framework and glazing or other sheet covering material carried thereon

... 594,822. Framed buildings; walls; roofs. ROBERTS, J. A. Oct. 23, 1944, Nos. 20497/44 and 11656/45. [Classes 20(i), 20(iii) and 20(iv)] Frame members, comprising a post portion 17 and a roof beam portion 18, for buildings such as glasshouses and garages, of the kind in which the walls and roof are formed of glass or other sheets carried by such frame members and by carrier or glazing bars arranged between them, are formed with rebates 47, 52 along each edge of the outwardly-directed faces of both the post and beam portions to receive the edges of the covering sheets, the rebates being of such depth that the sheets lie substantially flush with the outer faces of the frame members. Similar rebates 80 may be formed at the edges of the inwardly directed faces of the members to receive the edges of the sheets 66 forming the end walls of the building. The frame members may, as shown, be formed of reinforced concrete, and the section of either the post or the beam portion, or both, may be of greater ...

Improvements in the construction of reinforced concrete buildings and walls

... 152,708. Love, W. W. June 10, 1919. Moulds. - Reinforced-concrete slabs having projecting loops are formed in the mould shown in Fig. 2 and comprising double sides; the wire 8 is passed through the inner sides 1, 3 and around pins 7 on the outer sides to form the projecting loops. An alternative form of mould, Fig. 4, comprises a framing 11, a metal plate lining 12 with holes or slots for the wire 8, and pins 13.

Improvements in or relating to reinforced concrete building construction

... 1,042,701. Reinforced concrete floors. E. O. WILLIAMS AND 0. T. WILLIAMS. Jan. 14, 1964 [Jan. 14, 1963], No. 1617/63. Heading E1V. A reinforced concrete floor slab F comprises normal concrete in areas N adjacent the supporting columns, and light weight concrete LW elsewhere.

An improved prefabricated building

... 720,144. Walls and roofs; portable buildings; slabs. HOOK, J. R. May 15, 1952, No. 12368/52. Classes 20 (1), 20 (4) and 87 (1). A building comprises a plurality of pre-cast concrete wall posts 21-24, Fig. 1, each having a peg 30, Fig. 3, extending longitudinally from its upper end and longitudinal slots 34, 35, in at least two of its faces, the several posts being arranged vertically at spaced intervals in the vertical planes of the walls. Pre-fabricated wall panels 25 are engaged in the slots of adjacent posts, a metal stirrup 43, Fig. 16, is engaged by each peg at the top of a post, pre-cast concrete beams 26 are supported by the stirrups 43 and pre-fabricated roof slabs 55, 58, 61, Fig. 17, are supported by the beams. The posts 21-24: have lower projecting pegs 31 for engaging holes formed in the concrete foundation 20, the pegs 30, 31 being constituted by a steel reinforcing rod in the concrete post. The wall panels 25 are of concrete faced with bricks, for instance as described in ...

Improvements relating to prefabricated building structures

... 1,119,161. Multi-storey buildings. J. BOLTON. 14 Feb., 1966 [16 Nov., 1964], No. 46657/64. Heading E1A. A prefabricated building unit 1 of roomsize dimensions consists of columns 2 medially interconnected by horizontal beams 3 which have ledges to support suitable flooring such as slabs cast in situ. The columns have aligned recesses 14, 15 and are each provided with screwed studs for interconnection in superimposed relationship, see Fig. 5 (not shown), the units being interconnected to like units at the same level but spaced therefrom by tie beams, see Figs. 9A to 9E (not shown). The units may have a suspended ceiling and carry wall or cladding panels provided with windows as necessary. The lowermost columns are mounted on a monolithic concrete slab or a foundation of grid-construction. The unit may be provided with a staircase, see Figs. 6A and 6B (not shown) or a cabinet housing plumbing and electrical services. For method of erection Figs. 10A and 10B (not shown) should be referred ...

Improvements relating to Building Structures

... 1,185,022. Cavity walls; concrete frameworks. G. B. HERN. 28 April, 1967 [29 April, 1966], No. 18916/66. Heading E1B. In a method of erecting a building, a framework 25 of beams 20 and pillars 21 of reinforced concrete is cast in situ in the interior cavity space of a cavity wall 6 in successive stages during the building of the wall from hollow cellular moulded plastics bricks 7, tie bricks 7a spanning the cavity being used as supports for horizontal and vertical shuttering 19 and (29), and reinforcing rods 15' projecting from the beam 20 to connect with a corner pillar 21 which will be cast when the bricks have been built to a higher level. The load of the building is carried on concrete footings 5 from which reinforcing bars project through the lower beam members 13 to the vertical pillars to give a secure anchorage. The bottom course of bricks in the cavity wall is supported on a thin concrete base 12. The pillars 21 may be formed by casting into the tubular space formed by a vertically ...

Improvements in roof supports for garages, sheds and the like buildings

... 609,095. Roof trusses; portable buildings. BATLEY, E. March 6, 1946, No. 6904. [Classes 20(i) and 20(iv)] In a garage, shed, &c., in which the walls are formed from precast concrete sections 4 supported between precast concrete posts 5 and having an interfitting engagement therewith, the roof truss comprises a concrete beam 1 which may be reinforced, having depending extensions 2 at each end resting on and forming a continuation of the posts 5 and also having an interfitting engagement with the wall sections. In the form shown, the wall is constructed as described in Specification 609,097, the posts 5 being provided with tongues and grooves and bolt holes, and the extensions 2 are similarly provided. The beam 1 is grooved at 9 to engage with roof slabs 10 as described in Specification 609,096.

Improvements in the construction and erection of concrete dwellings and the like

... 156,275. Claughton, J. Oct. 9, 1919. Walls. - In building walls &c. the ends of precast slabs c are passed into slots formed in vertical channel - shaped forms a, reinforcing rods f and stirrups d are placed in position, and cement grouting is filled into the space between and around the ends of the slabs. The stirrups are preferably placed between the slabs to form horizontal slots by which the plaster is keyed in place, and the edges of the slabs may have undercut grooves so that the slots are of dovetail shape. The forms a may be removed or allowed to remain as a permanent part of the structure.

Improvements in buildings comprising brickwork walls

... 504,537. Walls. SCHAFER, K. Sept. 20, 1938, No. 27366. [Class 20 (iv)] A building comprises brickwork walls having vertical recesses e provided @ the faces thereof, concrete columnar members cast in the recesses e and reinforced by members which are anchored in the brickwork, and reinforced-concrete cross-beams f supported by oppositely-disposed walls and united with the reinforced-concrete members cast in the recesses e. The recesses e are provided directly opposite each other in the two faces of each wall, and the vertical reinforcing-bars c which are provided in these recesses are tied to bars b bent to rectangular form and disposed in the brickwork joints so as to project into the recesses e. The reinforcing-bars c of the columnar members and the reinforcing-bars g of the beams f are arranged to enter the concrete at the junction between the columnar members and beams f. The beams f extend through the thickness of the walls so as to become integral with the concrete cast in the recesses ...

“Proceeded of housing construction individual antiseismic and anti-cyclonic”.

Process of construction for individual residences.

Improvements with the construction of dwelling houses.

Improvement at the buildings, in particular at the collective residential buildings.

New elements for the construction of structure of building.

FROM PRECAST CONCRETE PARTS ZUSAMMENGESTETZTES BUILDING

STAHLBETONSKELETTKONSTRUKTION

AUS BETONFERTIGTEILEN ZUSAMMENGESTETZTES BAUWERK

REINFORCED CONCRETE SKELETON STRUCTURE

MODULAR STRUCTURE IN ARMOURED CONCRETE FOR BUILDING CONSTRUCTION.

Element for the hitting a corner and butt joint of wall elements

LIAISON VEHICLE FOR THE CORNERS OF DACHSCHINDELN

STRUCTURE WITH SLAB BEAMS

STRONG COLUMN AND WEAK BEAM NODE STRUCTURE OF REINFORCED CONCRETE FRAME

The utility model discloses a strong column and weak beam node structure of reinforced concrete frame, comprising a reinforced concrete frame beam, reinforced concrete frame columns, and frame beam end reinforced sections, wherein the frame beam end reinforced section is the part where the beam section of the reinforced concrete frame beam close to the reinforced concrete frame column in a certain range is locally enlarged and the reinforcing bars is locally reinforced; the local enlargement of the beam section refers to the enlargement in the width of the beam section and the enlargement in the height of the beam section within the range; the top surface of the end reinforced section is flush with the top surface of the connected frame beam. The advantageous effects of the invention are: the concrete frame node can be strengthened; the frame beam has a relatively weakened bearing capacity at the section; under the action of a large earthquake, the plastic hinge position of the frame beam ...

Building System

The present invention relates to a support structure comprising a first mesh and a second mesh and a plurality of substantially spheroidal bodies sandwiched between the first mesh and the second mesh, 5 wherein the plurality of substantially spheroidal bodies are configured to fasten to the first mesh and the second mesh, the support structure further comprising bottom connector chairs arranged to be secured to the second mesh so that when the support structure rests on a surface, the second mesh is elevated off the surface, and 10 wherein the plurality of substantially spheroidal bodies are arranged and positioned between the first mesh and the second mesh such that spaces are formed between the plurality of bodies for an injection or introduction of hardening material. ?0 Fig 1 28 22 24b 26 24a 30 30 ...

Methods and apparatus for constructing multi-storey buildings

The invention provides a method of constructing a modular multi-storey building including: assembling first and second building modules in a vertical arrangement at an 5 installation location to form a multi-storey building structure, wherein temporary support members between the first and second building modules vertically support at least part of the second building module above the first building module; installing a permanent support structure 10 and connecting it to the first and second building modules to vertically support the second building module above the first building module; and removing the temporary support members.

Building systems

Modular structural panels for constructing, altering and arranging any type of building and a specific anchoring system that can be used for any type of construction

FACTORY FOR THE MOLDING MANUFACTURE OF PRECAST CONCRETE VOUSSOIRS FOR THE CONSTRUCTION OF WIND GENERATOR SUPPORT TOWERS

The present invention relates to a factory (10, 100) for the molding manufacture of precast concrete voussoirs for the construction of wind generator support towers, to the concrete voussoirs manufactured by molding in said factory (10, 100), and to a wind generator support tower at least partially constructed by concrete voussoirs manufactured by molding in said factory (10, 100), as well as to the operating method of said factory (10, 100).

BUILDING SYSTEM USING MODULAR PRECAST CONCRETE COMPONENTS

A building system uses modular precast concrete components that include a series of columns (10) with wide, integral capitals (20). Wide beam slabs (30) are suspended between adjacent column capitals (20) by hangers (70). Joist slabs (40) (e.g., rib slabs or other substantially planar components) can then be suspended between the beam slabs (30) and column capitals (20) to provide a floor surface.

LIFTING ANCHOR FOR PRECAST CONCRETE STRUCTURES

A lifting anchor for a precast concrete structure is made from a single strand of metal bar stock. The anchor includes undulations or waves that ensure proper engagement of the anchor in a desired compressed concrete zone and also minimizes interference with the pre-stressed strands in the concrete structure. The anchor can be positioned in different orientations in the structures, depending on functional requirements of particular structures, and can be made from a single strand of bar stock of desired cross-sectional thickness and shape (e.g., round or square). Also, the undulations or waves in the legs of the anchor can extend in one or both directions from a plane defined by the anchor's legs.

COMPOSITE THERMAL INSULATION WALL BODY OF A BUILDING

A construction composite heat preservation member is provided, relating to the structure of the construction composite heat preservation member, especially a composite heat preservation wall and a composite roof. Structure one: the core layer (3) is adhered to the frame, the surface of the core layer (3) has a finish layer (8), and an alkali-resistant netting fabric (5-1) and the finish layer (8) are adhered to the baring member (1). Structure two: in the middle of the finish layers (8) on the inside and the outside is the core layer (3) and they are adhered with each other. Steel hoops (21) are fixed on the steel bars (51) in the finish layers (8) of the inside or the outside. Structure three: on the two sides and the top of the core layer (3) are the finish layers (8) adhered thereto. The core layer (3), the steel bars (51) in the finish layer (8) and the finish layer (8) are bond and wound by the alkali-resistant netting fabric (5-1). Structure four: the composite pillars (11) are anchored ...

Wandkonstruktion.

Construction.

Zerlegbahres Gebäude aus armiertem Beton

Zerlegbares Gebäude.

Bâtiment démontable.

Bâtiment démontable en béton armé.

Verfahren zur Herstellung von Gebäuden.

Aus armiertem Beton bestehendes Tragskelett.

Bauelement.

Maison d'habitation construite au moyen d'éléments préfabriqués.

Immeuble

Rahmenfachwerk aus Stahlbeton

Verfahren zur Herstellung eines Rahmenskelettes und Montagevorrichtung zur Durchführung des Verfahrens

Gebäude aus vorfabrizierten Elementen

Bauelementsatz zur Bildung einer Eck- oder Stossverbindung

Stahlbetonskelett

Procedimento per la fabbricazione di strutture edili in genere

Structure de bâtiment

Procédé de construction

Poteau préfabriqué pour la construction

Verfahren zur Herstellung von Bauwerken und nach diesem Verfahren hergestelltes Bauwerk

Farbduktorwalze

Dachabdeckung aus thermoplastischem Kunststoff

Water tank for water purification from pre- - cast elements

Water tank for water purification from pre-cast elements Grid of vertical columns is mounted on base slab and supports wall and roof panels and are fixed at their ends to the columns, pref. by projecting metal loops engaged by an anchor bar inserted into a blind hole at the top of the column, the joint being concrete-filled. All members are pref. precast concrete, the beams having 90 degrees tapered ends and side rebates for roof panels. System permits easy assembly from small variety of units.

Verfahren zur Errichtung von Gebäuden

Baukonstruktion, Verfahren zur Herstellung derselben, Vorrichtung zur Durchführung des Verfahrens und eine Verwendung der Baukonstruktion

Ein- oder mehrgeschossiges Gebäude mit von Rahmen gebildeten tragenden Aussenwänden

Verfahren zur Errichtung eines Gebäudes

Prefabricated covered market made of reinforced concrete elements and method for its construction

The covered market constructed using prefabricated elements comprises columns (1) supporting horizontal hollow girders (3). These girders (3) have a lower cord (4), an upper cord (5) and two widening lateral walls (6, 7) having openings (8). Floor elements (9) each having a horizontal slab (10) and a vertical rib (11) rest, via their ends, on the lower cord (4) of the girders (3), passing through the openings (8). Spaces (13) are thus delimited between the ribs (11) and through the openings (8) for accommodating pipes or for circulating conditioned air. ...

Reinforced concrete building structure

Reinforced concrete building structure has uprights and cross-members forming two=dimensional lengthwise and transverse frames ...

PREFABRICATED - MONOLITHIC FRAMEWORK OF BUILDING REINFORCEMENT - LOOP ASSEMBLING WITH ITS BEARING ELEMENTS

Steel tube connecting joint of fabricated type concrete columns

Assembly type dry connection joint for concrete main beam and secondary beam

Dismountable construction or not and elements for its implementation

Reinforced concrete construction

new elements and constructions of buildings while resulting

Reinforced concrete constructions and process for their manufacture

System of reinforcement of construction with external hard material filling

structural component

COMPONENT Of FRAMEWORK OF BUILDING, FRAMEWORK OF BUILDING AND PROCESS OF CONSTRUCTION

Improvements with the electric switches

Light construction

Improvements concrete buildings and construction thereof

House with double walls and very out of cement

A method of rationalizing in the construction the main work reinforced concrete buildings

Buildings in reinforced concrete parts moulded in advance

New system of masonry

Type of provisional and extensible constructions

Fast process of industrialized construction of reinforced concrete walls

Framework of reinforced concrete frame

Method of economic and fast construction of houses, halls, hangars, dismountable out of compressed or armed cement

Dismountable made of reinforced concrete construction economical

METHOD OF CONSTRUCTING A STRUCTURE FROM A CONSTRUCTED AT LEAST ONE VERTICAL POST AND IS CONNECTED HAS AT LEAST ONE HORIZONTAL BEAM

STRUCTURAL SHEARWALL

A shearwall adapted for use in a building or other structure includes a main concrete portion and structural reinforcement positioned within the main concrete portion. The shearwall is configured to resist lateral forces to which the building or other structure may be subjected. Further, the shearwall is configured to accommodate a vertical load such that the need for at least one separate structural column is eliminated. 1. A shearwall adapted for use in a multi-story building or other structure , comprising:a main concrete portion; andstructural reinforcement positioned within the main concrete portion;wherein the shearwall is configured to resist lateral forces to which the building or other structure may be subjected;wherein the shearwall is configured to accommodate a vertical load such that the need for at least one separate structural column is eliminated,wherein the main concrete portion includes ends, the shearwall being configured to accommodate the vertical load primarily at said ends.2. The shearwall of claim 1 , wherein the shearwall is configured to be generally aligned with at least one vertically-adjacent shearwall positioned above or below the shearwall.3. The shearwall of claim 2 , wherein the shearwall and the at least one vertically-adjacent shearwall are structurally connected using at least one reinforcement member.4. The shearwall of claim 1 , wherein the shearwall comprises at least one reinforcement cage claim 1 , said reinforcement cage configured to accommodate vertical load.5. The shearwall of claim 1 , wherein said shearwall is configured to be included in a building having between 3 and 24 stories.6. The shearwall of claim 1 , wherein said shearwall is configured to be included in a building having over 24 stories.7. The shearwall of claim 1 , wherein a floor-to-floor of said shearwall is approximately 10 feet.8. The shearwall of claim 1 , wherein a floor-to-floor of said shearwall is greater than or less than approximately 10 feet.9. ...

Large Scale Concrete Girder Using UHPC Member as Form and Structural Element and Its Manufacturing Method

A concrete girder includes a pair of ultra high performance concrete (UHPC) side form members, each having a lower flange and a web perpendicular thereto, extending in the longitudinal direction and being prepared with UHPC by using a precast, the pair of UHPC side form members being disposed in parallel so that lateral side surfaces of the lower flanges are successively positioned; and concrete placed in a space between the pair of UHPC side form members so that the placed concrete is integrated with the pair of UHPC side form members to form both traverse side surfaces thereof and the lower flange forms a lower flange thereof. 1. A manufacturing method of a concrete girder , comprising:{'b': 1', '10', '20', '10, 'disposing a pair of Ultra High Performance Concrete (UHPC) side form members (), each having a lower flange () and a web () perpendicular thereto, extending in a longitudinal direction and being prepared with UHPC by using a precast, in parallel so lateral side surfaces of lower flanges () are successively positioned; and'}{'b': 1', '1, 'placing concrete (C) in space between the pair of UHPC side form members () so that the placed concrete (C) is integrated with the pair of UHPC side form members (),'}{'b': 1', '10, 'wherein the pair of UHPC side form members () form both traverse side surfaces of a concrete girder and the lower flange () forms a lower flange of the concrete girder.'}2. The manufacturing method of a concrete girder according to claim 1 ,{'b': 10', '1', '20', '12', '1', '11, 'wherein the lower flange () of the UHPC side form member () is divided based on the web () into an inner flange () located toward a UHPC side form member () adjacent thereto in a traverse direction and an outer flange () located opposite thereto,'}{'b': 15', '12', '15, 'wherein a concave portion () is formed at an upper edge of an outer side end of the inner flange (), and a reinforcing bar protruding in the traverse direction is provided at the concave portion ...

BASE STRUCTURE FOR SUPPORT TOWER

In one embodiment, a base structure for a support tower may include a ring foundation pad, a transition piece disposed above the ring foundation pad, and a plurality of staves positioned around the transition piece. Each of the plurality of staves respectively includes a top portion and a bottom portion. The bottom portion of each stave is wider than the top portion of each stave. The bottom portion of each stave is located above the ring foundation pad and the top portion of each stave is respectively secured to the transition piece. 1. A base structure for a support tower , comprising:a ring foundation pad;a transition piece disposed above said ring foundation pad; anda plurality of staves positioned around said transition piece, each of said plurality of staves respectively comprising a top portion and a bottom portion, the bottom portion of each said stave being wider than the top portion of each said stave; wherein said bottom portion of each said stave is located above said ring foundation pad and said top portion of each said stave is respectively secured to said transition piece.2. A base structure as in claim 1 , wherein said plurality of staves and said transition piece are constructed primarily of concrete.3. A base structure as in claim 1 , further comprising:a plurality of anchor elements, located on said ring foundation pad, and respectively configured to secure one of said staves against radial and lateral movement.4. A base structure as in claim 3 , wherein each of said plurality of anchor structures includes a receiving conduit claim 3 , adapted to receive a tendon threaded through one of said plurality of staves; and each of said plurality of staves includes at least one conduit extending therethrough claim 3 , with at least one tendon extending through such conduit.5. A base structure as in claim 1 , further comprising:a central foundation pad situated within said ring foundation pad; anda tower structure supported on said central foundation pad, ...

BUILDING SYSTEM

The invention relates to a system for erecting a building structure, the system comprising a foundation for receiving the building structure, and a plurality of inner and outer walls, roof and floor panels, the panels being adapted to engage each other for defining at least one story of the building structure, wherein the foundation comprises a first section and a second section, the first section being adapted to bear the load of the building structure and the second section being adapted to provide access to the interiors of the building structure. 1151.-. (canceled)152. A panel for defining a wall structure , the panel having a lower end adapted to be mounted on a foundation , and an upper end adapted to receive a roof structure , the panel comprising first and second outer layers , and an inner core , the core comprising a plurality of holes adapted for receiving fastening means for securing another panel to the panel to define a wall structure , wherein the holes are located at the upper end and at the lower end of the panel , and wherein the fastening means comprises clips having a plurality of legs for fastening the panel to the other panel.153. A panel according to wherein the holes comprise recesses adapted to receive the legs of the clips for fastening of the panel and the other panel together claim 152 , wherein the holes extend from the lower end of the panel to the upper end of the panel claim 152 , defining conduits that extend longitudinally along the panel claim 152 , and wherein the conduits are adapted to receive conductors and piping.154. A panel according to wherein the panel comprises a first side and a second side claim 152 , each side adapted to receive one other panel claim 152 , wherein the first side comprises a longitudinal indentation adapted to receive a longitudinal protrusion of the other panel claim 152 , and wherein the indentation comprises a nine-face groove element155. A panel according to wherein the second side comprises a ...

MODULAR ASSEMBLIES AND METHODS OF CONSTRUCTION THEREOF

A modular assembly for forming a shear wall includes a modular frame having a first side, and formwork. The formwork has a reinforcing bar cage and a first wall each coupled to the first side of the modular frame. The first wall is disposed between the reinforcing bar cage and the first side of the modular frame. 1. A modular assembly for forming a shear wall , the modular assembly comprising:a modular frame having a first side; andformwork including a first wall coupled to the first side of the modular frame.2. The modular assembly according to claim 1 , further comprising a reinforcing bar cage coupled to the modular frame claim 1 , wherein the first wall is disposed between the reinforcing bar cage and the first side of the modular frame.3. The modular assembly according to claim 2 , further comprising at least one connector interconnecting the modular frame and the formwork.4. The modular assembly according to claim 3 , wherein the at least one connector is a fastener extending laterally from the first side of the modular frame claim 3 , through the first wall of the formwork claim 3 , and into a cavity of the formwork.5. The modular assembly according to claim 4 , wherein the fastener includes:a first end welded to the modular frame; anda second end welded to the reinforcing bar cage.6. The modular assembly according to claim 2 , wherein the formwork further includes a second wall spaced from the first wall claim 2 , such that the formwork defines a cavity between the first and second walls claim 2 , the reinforcing bar cage being disposed within the cavity.7. The modular assembly according to claim 6 , wherein the first wall is fixedly coupled to the modular frame claim 6 , and the second wall is detachably coupled to the first wall.8. The modular assembly according to claim 6 , wherein the formwork further includes a reinforcing bar extending vertically within the cavity claim 6 , the reinforcing bar having an end configured to be coupled to an end of another ...

BUILDING FRAME STRUCTURE HAVING EDGE BEAM AND CONSTRUCTION METHOD THEREOF

Disclosed is a building frame structure having an edge beam and a construction method thereof. The frame structure includes: a main frame structure and a cantilever beam provided outside of the main frame structure, a beam supported by the cantilever beam, and an outer floor disposed between the main frame structure and the edge beam. The edge beam and the cantilever beam are preforms reserved with exposed reinforcing bars, respectively. The edge beam is provided thereon with a vertical sideboard and a temporary safety rail. The cantilever beam is a beam-shell structure provided with an inner recess. The outer floor is a laminated plate, a lower part of which is a preformed plate. The preformed plate, the edge beam, and the cantilever beam are connected to each other by concrete cast in situ at respective top portions thereof. 1. A building frame structure having an edge beam , comprising:{'b': 10', '1', '2', '31, 'a main frame structure () which includes a column (), a beam (), and an inner floor (),'}{'b': 5', '10, 'a cantilever beam () provided outside of the main frame structure (),'}{'b': 6', '5, 'an edge beam () supported by the cantilever beam (), and'}{'b': 32', '10', '6, 'an outer floor () disposed between the main frame structure () and the edge beam (),'}{'b': 6', '6', '61', '62, 'wherein the edge beam () is a preform reserved with an exposed reinforcing bar, the edge beam () being provided thereon with a vertical sideboard () and a temporary safety rail ();'}{'b': 5', '5, 'wherein the cantilever beam () is a preform reserved with an exposed reinforcing bar, the cantilever beam () having a beam-shell structure provided with an inner recess;'}{'b': 32', '321, 'wherein the outer floor () is a laminated plate, a lower part of which is a preformed plate (); and'}{'b': 321', '6', '5, 'wherein the preformed plate (), the edge beam (), and the cantilever beam () are connected to each other by concrete cast in situ at respective top portions thereof.'}26361663. ...

INSULATION SYSTEM FOR A BUILDING

The present disclosure provides an insulation system for a building. The insulation system comprises a wall section adapted to be installed at least partially between two vertically oriented posts of a building, and a base section configured to be interconnected to the wall section and comprising a surface extending outwardly and downwardly away from an outer surface of the wall section when the insulation system is installed at the building. 1. An insulation system for a building , the insulation system comprising:a wall section adapted to be installed at least partially between two vertically oriented posts of a building, the wall section comprising an outer surface to be oriented towards the exterior of the building, an inner surface to be oriented towards the interior of the building, a wall section top, a wall section bottom, and two opposing wall sides; anda base section comprising a base section top, a base section bottom, and two opposing base sides, the base section top comprising a surface extending outwardly and downwardly away from the outer surface of the wall section when the insulation system is installed at the building.2. The insulation system of claim 1 , wherein the wall section and the base section are separate pieces that are adapted to be interconnected to each other.3. The insulation system of claim 2 , wherein the wall section is configured to be interconnected with the base section by a tongue-and-groove connection.4. The insulation system of claim 3 , wherein the base section top further comprises a flat surface that is parallel to the base section bottom claim 3 , and a longitudinal tongue is positioned along the flat surface.5. The insulation system of claim 1 , wherein the wall sections are adapted to be stackable on each other when installed in the building.6. The insulation system of claim 5 , wherein the wall sections are configured to be stackably interconnected to each other by a tongue-and-groove connection.7. The insulation system ...

Tornado Proof Housing

A tornado resistant/proof residential housing unit that is built to withstand natural disaster conditions resulting from tornadoes, violent storms, and fire. An internal concrete reinforced core layout gives the unit its structural strength, as well as the versatility needed to face natural disaster conditions while providing absolute resistance to heavy winds such as those caused by a tornado. The unit has an external facade which mimics the exterior appearance of a typical subdivision home. 1. A tornado resistant/proof dwelling structure , comprising:a concrete slab;a series of interconnected reinforced concrete boxes built upon the concrete slab, each having sidewalls, an initially open top, and a bottom which is enclosed by the concrete slab;a reinforced concrete ceiling which covers and encloses the top of the interconnected concrete boxes to form an internal reinforced concrete central core layout for the dwelling structure;wherein the internal reinforced concrete central core layout has internal walls and external walls which are all constructed from insulated concrete forms which have been filled with concrete and reinforcing rebar; andwherein the external walls of the internal reinforced concrete central core layout are provided with an external facade which mimics the exterior appearance of a typical subdivision home.2. The tornado resistant/proof dwelling of claim 1 , wherein the external walls of the internal reinforced concrete central core of the dwelling structure are designed to withstand 250 mph winds.3. The tornado resistant/proof dwelling of claim 2 , wherein the external walls of the internal reinforced concrete central core of the dwelling structure are a minimum of 6 inch thick concrete.4. The tornado resistant/proof dwelling of claim 2 , wherein the reinforced concrete ceiling of the internal reinforced concrete central core of the dwelling structure is a minimum of 6 inch thick concrete.5. The tornado resistant/proof dwelling of claim 1 , ...

METHOD FOR FORMING A PLURALITY OF BEAMS CONNECTED IN SERIES

A method for forming a plurality of beams connected in series is provided. The method comprises the following steps: providing a plurality of columns; providing a plurality of pre-assembled bar combinations, wherein each of the plurality of pre-assembled bar combinations comprises a plurality of lower main bars and a plurality of lower stirrups, and at least one end of the plurality of the lower main bars has connection sections extending beyond the plurality of lower stirrups; hoisting each of the bar combinations so that the two ends thereof are placed on top of two adjacent columns of the plurality of columns and the connection sections of the plurality of lower main bars of adjacent plurality of bar combinations overlap; and connecting the plurality of connection sections of the plurality of lower main bars of the adjacent plurality of bar combinations. 1. A method for forming a plurality of beams connected in series , comprising the following steps:providing a plurality of columns;providing a plurality of pre-assembled bar combinations, wherein each of the plurality of bar combinations comprises a plurality of lower main bars and a plurality of lower stirrups, and at least one end of the plurality of the lower main bars has connection sections extending beyond the plurality of lower stirrups;hoisting each of the plurality of bar combinations so that each of the plurality of bar combinations is disposed between two adjacent columns, wherein the two ends of each of the plurality of bar combinations are respectively disposed on top of the two adjacent columns of the plurality of columns, and the connection sections of the plurality of lower main bars of adjacent plurality of bar combinations overlap; andconnecting the plurality of connection sections of the plurality of lower main bars of the adjacent plurality of bar combinations.2. The method as in claim 1 , further comprising a step of disposing a plurality of waffle slabs on at least one side of each of the ...

Structure and method of making the same

A construction method, for erecting a structure that includes a plurality of modules, includes: building an offset core; erecting an upper module chosen from the plurality of modules; and erecting additional modules chosen from the plurality of modules.

SUPER HIGH-RISE BUILDING

A super high-rise building () comprising a main support structure () of reinforced concrete, and a base () having at least four corners (). The main support structure () is formed of at least two walls (), each extending all the way between diametrically opposed external wall corners () of said base (). Said two walls () intersect each other, and at least an intermediate portion () of the respective wall () extends to an uppermost portion of said super high-rise building (). 111020202013101113202020111114111. A super high-rise building () comprising a main support structure () of reinforced concrete , and a base (; ′; ″) having at least four corners () , characterized in that the main support structure () is formed of at least two walls () , each extending all the way between diametrically opposed external wall corners () of said base ( , ′ , ″) , that said two walls ( , ) intersect each other , and that at least an intermediate portion () of the respective wall () extends to an uppermost portion of said super high-rise building ().2111111411. The super high-rise building () according to claim 1 , characterized in that said two walls ( claim 1 , ) intersect each other at said intermediate portion () of the respective wall ().31141111. The super high-rise building () according to claim 2 , characterized in that said intermediate portion () of the respective wall () is a centre portion of the respective wall ().411311161130164040. The super high-rise building () according to any one of the preceding claims claim 2 , characterized in that claim 2 , at the external wall corner () associated to each wall () claim 2 , an end () of respective wall () is provided with an external wall support structure () extending horizontally from said end () along a portion of a respective adjacent external wall () and to a height where said adjacent external wall () ends.515014115111. The super high-rise building () according to any one of the preceding claims claim 2 , characterized in ...

MODULAR UTILITIES UNIT STRUCTURE

A structure for modular utilities units includes a skeletal frame forming multiple bays, each configured for receiving a respective utilities unit. A placement subassembly is mounted on the frame and includes a utilities unit connector configured for connecting to a respective utilities unit and a lifting device configured for attachment to the connector and raising and lowering a respective utilities unit. The utilities units can provide power, telecommunications, water, data processing and other utility functions. A logistics system includes vehicles for conveying the utilities units to and from the structure. The logistics system interfaces with ground, marine and air transportation resources. 1. A structure for modular utilities units , which comprises:a frame including columns, beams extending between the columns, opposite sides, opposite ends and a frame top;multiple bays formed in the frame, each said bay being open at a respective frame end opening or side opening; anda utilities unit placement subassembly mounted on said frame and including: a utilities unit connector configured for connecting to a respective utilities unit; and a lifting device configured for attachment to the connector and raising and lowering a respective utilities unit.2. The structure according to claim 1 , which includes:said placement subassembly including a mechanism for placing a utilities unit laterally in a bay and retracting a utilities unit laterally therefrom.3. The structure according to wherein a utilities unit includes an electrical power source.4. The structure according to wherein said utilities unit includes telecommunications components.5. The structure according to wherein said utilities unit includes a water source.6. The structure according to wherein said utilities unit includes a computer configured for data processing and a data connection configured for transferring data to and from said computer.7. The structure according to wherein said structure includes a ...

Construction method for a building

A construction method for a building is provided that includes the steps of: hoisting and positioning a plurality of precast columns on at least a portion of a predetermined area of a construction site to form a precast column array having at least two spans along a first direction and one or more spans along a second direction substantially perpendicular to the first direction; positioning the pre-fabricated beam rebar assemblies between adjacent precast columns, positioning each of the precast slab panels on support potions on the precast columns, assembling the beam cage and pouring the concrete into the molds for the beam cage to accomplish the structure of a single story; and repeating the steps of constructing the above-mentioned precast column array until completion of the structure of all stories of the building.

HIGH RISE BUILDING ELEVATION CONCEPT

The invention is a method to build and erect super high rise buildings with a completely new concept of civil engineering, which is based on concept and method of building of vertical columnar structures by multi stacking of columns using hydraulic suspension and elevator arm system, and then strengthening them with concrete. This is followed with building of gateway support structure around vertical columnar structure and central core to stabilize the high rise building. Next stage is the building of horizontal steel framework platforms at ground level and elevating them by central core elevator and cable hoist system. The passage of horizontal platforms through gateway structure is conducted by alternating opening and closing of gates. The process enables to populate the vertical columnar structures with horizontal platforms, which are then inter locked with vertical columnar structures and central concrete core wall Finally the steel framework platforms are strengthened with concrete. 126-. (canceled)27. A method of constructing a building , the method comprising:a. building a multi-stacked column using a machine with hydraulics to suspend an upper column above a lower column and an arm attached to insert columns between the separated columns;b. building a gateway support structure around columns that stabilises the column;c. building steel framework platforms at ground level and then lifting them using cable hoist;d. passing steel platforms through the gateway structure, the gateway structure comprising a process of opening and closing different parts so that it remains attached to the columns while also creating an opening;e. locking the steel platforms to the columns; andf. strengthening the steel platforms with concrete.28. The method of claim 27 , wherein a process of building vertical columnar structure is initiated by erecting a column module in a place and then column with cable hoist is positioned above it and in between a hydraulically powered ...

PERMANENT FORMS FOR COMPOSITE CONSTRUCTION COLUMNS AND BEAMS AND METHOD OF BUILDING CONSTRUCTION

A permanent form member for a composite construction member comprises an elongated body having an outer wall defining a concrete retaining channel therethrough, and a bracing member extending from the outer wall into the concrete retaining channel. The bracing member comprises ribs fixed to the outer wall at diametrically opposed positions thereon. For use as a beam form the outer wall of the elongated member is open along its entire length such that concrete retaining channel is substantially U-shaped. A method of constructing a composite concrete house frame is provided wherein form members are connected to a foundation wall and filled with concrete to form composite columns. Form members for beams are connected to the composite columns and interconnected to one another and filled with concrete to form a composite lintel supported on the plurality of composite columns. 1. A permanent form member for a composite construction member , said permanent form member having a longitudinal axis and comprising:an elongated body having a first end, a second end, and an outer wall defining a concrete retaining channel therethrough; and,a bracing member extending from the outer wall into the concrete retaining channel.2. The permanent form member of claim 1 , wherein the bracing member is coterminous with the elongated body.3. The permanent form member of claim 2 , wherein the bracing member is continuous.4. The permanent form member of claim 3 , wherein the bracing member and the elongated body are unitary.5. The permanent form member of claim 4 , wherein the bracing member and the elongated body are constructed from a material selected from the group consisting of polyvinylchloride claim 4 , acrylonitrile butadiene styrene and polybutylene.6. The permanent form member of claim 5 , wherein the bracing member and the elongated body are constructed by extrusion.7. The permanent form member of claim 6 , wherein the permanent form member is a column form.8. The permanent form ...

BUILDING WITH MODULES AND METHOD FOR MOUNTING SUCH A BUILDING

The present invention relates to a building and a method for assembling a building. The building comprises an external framework with at least three external walls connected with a floor structure and a roof structure such that a space is formed within said framework, the external framework further comprises a support system for each floor, and at least two modules wherein each module comprises four walls , a floor and a roof wherein said at least two modules are mounted in the space in said external framework, which said at least two modules rests on said support system such that an air gap of at least 150 mm is formed between two adjacent walls of said at least two modules. 11015122224315abcd. A building comprising an external framework () with at least three external walls connected with a floor structure and a roof structure such that a space is formed within said framework , the external framework further comprises a support system () for each floor , and at least two modules () , wherein each module comprises four walls ( , , ,) , a floor () and a roof () , wherein said at least two modules are mounted in the space in said external framework , which said at least two modules rests on said support system () , such that an air gap of at least 150 mm is formed between two adjacent walls of said at least two modules.2. A building according to claim 1 , wherein one wall of the module in mounted position also forms a part of an outer wall of the framework.315. A building according to claim 1 , wherein said support system () comprises T-bars on which the floor of the module rests.4. A method for assembling a building claim 1 , comprising the steps of:{'b': 10', '15, 'providing an external framework () with at least three external walls connected with a floor structure and a roof structure such that a space is formed within said framework, the external framework further comprises a support system () for each floor,'}{'b': 2', '2', '2', '2', '4', '3, 'i': a', 'b', 'c', ...

Fluid Retaining Structure

A fluid retaining structure comprising an electronic leak detection and location, ELDL, system, wherein the fluid retaining structure comprises inner and outer liners () that form electrical isolation layers of the ELDL system, wherein an electrically conductive signal layer () of the ELDL system provides structural rigidity to the fluid retaining structure. 122.-. (canceled)23. A fluid retaining structure having an electronic leak detection and location (ELDL) system , the fluid retaining structure comprising:inner and outer liners adapted to form electrical isolation layers for the ELDL system; andan electrically conductive signal layer located between the inner and outer liners;wherein the electrically conductive signal layer is configured to provide structural rigidity to the fluid retaining structure.24. The fluid retaining structure of claim 23 , wherein the electrical isolation layers are further adapted to perform fluid retention and ingress prevention functions of the fluid retaining structure.25. The fluid retaining structure of claim 23 , wherein the inner and outer liners are waterproof.26. The fluid retaining structure of claim 23 , wherein the electrically conductive signal layer is made of a concrete-based material.27. The fluid retaining structure of claim 23 , wherein:the outer liner includes an outer liner floor section; andthe electrically conductive signal layer includes an electrically conductive signal layer floor section; andthe outer liner floor section is located beneath the electrically conductive signal layer floor section.28. The fluid retaining structure of claim 27 , wherein the electrically conductive signal layer of the floor section is constructed of interlocking precast concrete units.29. The fluid retaining structure of claim 27 , wherein:the outer liner includes outer liner wall sections; andthe outer liner wall sections are continuous with the outer liner floor section.30. The fluid retaining structure of claim 29 , wherein:the ...

EXTERIOR WALL SYSTEM

An exterior wall section forms a portion of an exterior wall of a building. The building has multiple floors and a framework defining the multiple floors. The exterior wall section includes a structural layer to be connected to the framework. The structural layer includes a plurality of studs connected together. An insulation layer is supported by the structural layer to insulate the building. Siding is supported by the structural layer and defines an exterior side of the exterior wall section. A perimeter of the exterior wall section is defined by the edge margins of the structural layer, the insulation layer and/or the siding. The exterior wall section includes an interlocking structure extending along the perimeter that mates with an interlocking structure of another exterior wall section to form a seal with said another exterior wall section when the exterior wall sections are connected to the building. 1. An exterior wall section forming a portion of an exterior wall of a building , the building having multiple floors and a framework defining the multiple floors , the exterior wall section comprising:a structural layer configured to be connected to the framework of the building and to support a weight of the exterior wall section, the structural layer including a plurality of studs connected together;an insulation layer supported by the structural layer and including insulation configured to insulate the building from an outside environment;siding supported by the structural layer and disposed exteriorly of the structural layer and insulation layer, the siding defining an exterior side of the exterior wall section;a perimeter defined by edge margins of at least one of the structural layer, the insulation layer or the siding; andan interlocking structure extending along the perimeter and configured to mate with an interlocking structure of at least one other exterior wall section to form a seal with said at least one other exterior wall section when the exterior ...

FORMING PATTERN IN CONCRETE STRUCTURE USING MIXTURE OF SILICON AND CEMENT

There is provided a method for forming a pattern or a shape in a concrete wall structure, the method comprising: mixing a cement about 100% by weight and silicon about 50% by weight to form a mixed silicon; inserting the mixed silicon into a forming frame; pressing a pressing member onto the first surface and removing the pressing member from the first surface; attaching the forming frame onto the form; placing and curing a concrete to the surface of the mixed silicon in which the shape or pattern is defined; and removing the mixed silicon from the cured concrete, thereby to obtain a concrete wall structure having the three-dimensional pattern or shape formed therein. 1. A method for forming a pattern or a shape in a concrete wall structure , the method comprising:(a) mixing a cement about 100% by weight and silicon about 50% by weight to form a mixed silicon;(b) inserting the mixed silicon into a forming frame;(c) applying a separating agent on a first surface of the mixed silicon in the forming frame wherein the first surface is exposed;(d) pressing a pressing member onto the first surface and removing the pressing member from the first surface, thereby to form a three-dimensional pattern or shape in the mixed silicon, wherein the pressing member has the three-dimensional pattern or shape defined therein;(e) providing a form for a concrete;(f) attaching the forming frame onto the form;(g) applying a concrete releaser onto a surface of the mixed silicon in which the shape or pattern is defined;(h) placing and curing a concrete to the surface of the mixed silicon in which the shape or pattern is defined; and(i) removing the mixed silicon from the cured concrete, thereby to obtain a concrete wall structure having the three-dimensional pattern or shape formed therein.2. A method for forming a pattern or a shape in a concrete pillar structure , the method comprising:(a) mixing a cement about 100% by weight and silicon about 50% by weight to form a mixed silicon;(b) ...

PREFABRICATED FRAME

Disclosed herewith a prefabricated frame, including a column (), a main beam (), a secondary beam (), and a floor (). The main beam () and the secondary beam () are both prefabricated members, and provided with exposed reserve reinforcing bars. The floor () is a laminated plate having a prefabricated slab () at a lower portion thereof. The prefabricated slab (), the main beam (), and the secondary beam () are connected together through in-situ casting concrete on respective top portions thereof. The column () is a prefabricated column, which has exposed reserve reinforcing bars at a top thereof, and a to-be-cast structure at a bottom thereof for connection with a lower building structure, which has exposed reinforcing bars inserted into the to-be-cast structure. The connection between the column () and the lower building structure is achieved by casting in-situ concrete in the to-be-cast structure (). 1121325. A prefabricated frame , comprising at least one column () , at least one main beam () connected to the column () , at least one secondary beam () connected to the main beam () , and a floor () ,{'b': 1', '2', '3', '2', '3, 'wherein the column (), the main beam () and the secondary beam () are all prefabricated members, and the main beam () and the secondary beam () are both provided with, on respective top portions thereof, exposed reserve reinforcing bars, and reinforcing bars for cast-in-situ parts,'}{'b': 5', '51', '51', '2', '3, 'wherein the floor () is a laminated plate having a prefabricated slab () at a lower portion thereof, and the prefabricated slab (), the main beam (), and the secondary beam () are connected together by means of in-situ casting concrete on respective top portions thereof,'}{'b': 1', '11', '12', '12, 'wherein the column () is a prefabricated column having exposed reserve reinforcing bars () at a top thereof and a to-be-cast structure () at a bottom thereof, the to-be-cast structure () being provided therein with reserve connecting ...

CMU Cooling Tower and Method of Construction

A cooling tower structure having a concrete perimeter foundation wall with a perimeter rebar grouping. The structure includes at least four columns formed of CMU blocks with at least two columns being freestanding and positioned approximate corners of the foundation wall. Each column further includes a column rebar grouping being tied into the perimeter rebar grouping. At least three bond-beams formed of CMU blocks are connected between the columns at least four feet above the foundation. The bond-beams include beam rebar groupings tying into at least one of the column rebar groupings. The structure includes housing walls formed of CMU blocks extending upward from the bond beams. At least one fan is on at least one pedestal column positioned within the foundation wall, with a pedestal rebar grouping extending though the pedestal column from a concrete pedestal footing. A series of water collection troughs are positioned within the cooling tower above the fan and fill media is positioned in the cooling tower above the collection troughs. 1. A method of constructing a cooling tower comprising the steps of:(a) providing a tower housing including (i) a foundation wall, (ii) a least four columns extending upward from the foundation wall, (iii) beams extending between at least three of the columns, the beams being at least four feet above the foundation, (iv) housing walls extending upward from each of the beams, thereby forming an open end to the housing, and (v) a trough support shoulder extending inwardly from a housing side opposite the open end; (i) a first vertical webbing having a upper end and a lower end, the first vertical webbing including a first trough and a second trough between the upper and lower ends of the first vertical webbing;', '(ii) a second vertical webbing having an upper end and a lower end, the second vertical webbing including a first trough positioned on the upper end of the second vertical webbing and a second trough positioned above the ...

BUILDING CONSTRUCTION METHOD

A building construction method uses wall frames having a moveable top track. The track is fixed in a raised position so as to be load-bearing during construction, allowing construction work to progress quickly. When supporting concrete columns have cured, the fixing can be released allowing the track to move into a lowered position and for the building load to transfer to the columns. 2. A method of constructing a building as claimed in claim 1 , wherein the building frame is formed from structural steel.3. A method of constructing a building as claimed in claim 2 , wherein the building frame is formed of cold-rolled section steel with a nominal thickness in between 0.75 mm and 1.6 mm.4. A method of constructing a building as claimed in claim 1 , wherein the curable substance is concrete.5. A method of constructing a building as claimed in claim 1 , wherein the method includes the step of locating deck formwork atop the building frame claim 1 , with the channels fluidly connected to the deck formwork.6. A method of constructing a building as claimed in claim 5 , wherein the step of filling the channels with the curable substance occurs at the same time as the curable substance is poured into formwork to complete a floor surface above the building frame.7. A method of constructing a building as claimed in claim 1 , wherein at least some internal wall frames are located at the same time that external wall frames are located.8. A method of constructing a building as claimed in claim 1 , wherein the building frame includes vertical studs and horizontal tracks and the building includes a load transfer means created by securing a track to the studs using at least one removable fixing member.9. A method of constructing a building as claimed in claim 8 , wherein a top-most track is secured to the studs using the at least one fixing member.10. A method of constructing a building as claimed in claim 8 , wherein the step of creating a break in the load path is achieved by ...

MASONRY WALL ASSEMBLY

Various implementations are directed to a single face building block and masonry wall assembly and methods. Each building block includes a single face shell, first and second webs extending from an interior surface of the face shell, and a pier that has a proximal surface disposed between distal ends of the webs and a distal surface that is opposite and spaced apart from the proximal surface of the pier. Interior surfaces of the webs, the proximal surface of the pier, and a portion of the interior surface of the face shell between the webs define a pocket. In addition, the building blocks may include a ledge that extends outwardly from the distal surface of the pier. This ledge forms a channel with an upper surface of the pier stacked above the block. 1. A building block comprising:a single face shell having an interior surface and an exterior surface that are opposite and spaced apart from each other, a first end and a second end that are opposite and spaced apart from each other, and an upper surface and a lower surface that are opposite and spaced apart from each other, wherein the interior surface and exterior surface extend between the first and second ends and the upper and lower surfaces;a first web and a second web extending from the interior surface of the single face shell, and wherein each of the first web and the second web comprises a proximal end and a distal end, the proximal ends of the first and second webs being spaced inwardly from the first and second ends of the single face shell, and the proximal ends of the first and second webs being coupled to the interior surface of the single face shell; anda pier having a proximal surface adjacent the distal ends of the first and second webs, a distal surface opposite the proximal surface and facing away from the interior surface of the single face shell, a pier upper surface that is substantially within the same plane as the upper surface of the single face shell, a pier lower surface that is ...

LIFTING ANCHOR FOR PRECAST CONCRETE STRUCTURES

A lifting anchor for a precast concrete structure is made from a single strand of metal bar stock. The anchor includes undulations or waves that ensure proper engagement of the anchor in a desired compressed concrete zone and also minimizes interference with the pre-stressed strands in the concrete structure. The anchor can be positioned in different orientations in the structures, depending on functional requirements of particular structures, and can be made from a single strand of bar stock of desired cross-sectional thickness and shape (e.g., round or square). Also, the undulations or waves in the legs of the anchor can extend in one or both directions from a plane defined by the anchor's legs. 1. A lifting anchor configured to be embedded in a precast concrete structure , said lifting anchor comprising:a single strand of metal bar stock bent to include a pair of elongated legs and a central section that integrally interconnects the pair of elongated legs; andwherein a lower end section of each of the pair of elongated legs includes undulations that are configured to engage in a compressed zone of a concrete structure resulting from prestressed strands cast in the concrete structure and configured to minimize interference with the prestressed strands.2. The lifting anchor of claim 1 , wherein the pair of elongated legs extend from the central section in substantially parallel alignment with each other.3. The lifting anchor of claim 1 , wherein the central section comprises an inverted V shape configured to engage a lifting chain.4. The lifting anchor of claim 1 , wherein the central section separates the pair of elongated legs away from each other at a spaced distance configured to dispose the pair of elongated legs on opposing sides of a vertical arrangement of the prestressed strands in the concrete structure5. The lifting anchor of claim 1 , wherein the central section and upper sections of the pair of elongated legs define a common plane claim 1 , and wherein ...

CONSTRUCTION SYSTEM AND METHOD

A system for assembling a plurality of p re-fabricated components to form a structure comprising: a first lifting device for transporting at least one pre-fabricated component from a source to a designated site; a second lifting device for engaging the at least one pre-fabricated component at the designated site; wherein the second lifting device comprises an engagement means to engage a portion of the at least one pre-fabricated component for installation at the designated site, and wherein the engagement means is capable of moving the engaged pre-fabricated component in at least two degrees of motion, is disclosed. In some embodiments, the engagement means comprises a plurality of locks. 2. The system of claim 1 , wherein the engagement means is a mechanical attachment that comprises a head mount and a hydraulic system to facilitate movement in the at least two degree of motion.3. The system according to or claim 1 , wherein the first lifting device is a lifter.4. The system according to or claim 1 , wherein the first lifting device is a crane.5. The system according to claim 2 , wherein the second lifting device is lift truck.6. The system according to claim 5 , wherein the lift truck is a reach stacker or forklift.7. The system according to claim 6 , wherein where the lift truck is a reach stacker claim 6 , the reach stacker comprises an adjustable head mount arranged to engage a portion of the pre-fabricated component prior to lifting the pre-fabricated component.8. The system according to claim 1 , wherein the first and/or second lifting device is a forklift.9. The system according to claim 1 , wherein the first lifting device and/or second lifting device are reach stackers.10. The system according to claim 4 , wherein the crane is a crawler crane or a tower crane.11. The system according to claim 1 , wherein the first lifting device is deployed at a reference level.12. The system of claim 11 , wherein the reference level is the source claim 11 , the structure ...

NON-BEARING MODULAR CONSTRUCTION SYSTEM

Methods and apparatus facilitate the construction of a building using prefabricated building units, each having a horizontal upper exterior surface and a plurality of vertical wall surfaces, wherein at least some of the prefabricated building units have at least one hollow column formwork structure. The prefabricated building units are lowered onto a pre-existing base at a construction site. A first story of the building is created by arranging a plurality of the prefabricated building units adjacent to each other on the base. Structural bearing material is applied to fill the hollow column formwork structures to create structural columns connected to the structural deck. Structural bearing material is applied to the horizontal upper exterior surfaces of the adjacent prefabricated building units to create a single structural deck over the prefabricated building units. 1. A building comprising:a plurality of prefabricated modular building units, having exterior surfaces;said prefabricated modular building units being arranged in a stacked configuration that includes upper and lower prefabricated modular building units;horizontal structural deck composed of poured concrete forming a continuous horizontal plate disposed between said upper and lower prefabricated modular building units, wherein said horizontal structural deck is inserted between said upper and lower prefabricated modular building units using portions of said exterior surfaces of the prefabricated modular building units as permanent formwork;vertically disposed hollow column formwork disposed within said prefabricated modular building units; andpoured concrete columns disposed inside said vertically disposed hollow column formwork, wherein there are no load-bearing walls adjacent to the prefabricated modular building units such that structural loads in the building are supported substantially by the structural deck and the one or more poured concrete structural columns.2. (canceled)3. The building of ...

Retaining Structure

A wall unit (V) for a retaining structure () comprises a foot portion (′) and a wall portion (′), wherein the wall portion (′) is inclined with respect to the foot portion (′), so that it extends over the foot portion (′). Accordingly, the wall unit () is stable during construction and assembly. A corner unit () for a retaining structure () is adapted to engage with two wall units (). A retaining structure () comprises at least one wall unit (′). 126.-. (canceled)27. A wall unit for a retaining structure , comprising a foot portion and a wall portion , wherein the wall portion is inclined with respect to the foot portion , so that it extends over the foot portion.28. The wall unit of claim 27 , wherein the wall portion is inclined with respect to the foot portion so that an acute angle is formed between the wall portion and the foot portion.29. The wall unit of claim 27 , wherein the wall portion extends upwardly from one end of the foot portion.30. The wall unit of claim 27 , wherein the wall portion is thicker at a lower end thereof than an upper end thereof claim 27 , wherein the lower end is closer to the foot portion than the upper end.31. The wall unit of claim 27 , wherein the foot portion comprises an upper surface claim 27 , which slopes downwardly as it extends away from the wall portion.32. The wall unit of claim 27 , wherein an innermost end of the foot portion forms a toe portion arranged to engage with a floor of the retaining structure.33. The wall unit of claim 27 , comprising an anchorage point configured to receive a tendon.34. The wall unit of claim 33 , wherein the anchorage point is located proximate to a lower end of the wall portion claim 33 , such that the tendon extends through the foot portion and/or a floor of the retaining structure.35. The wall unit of claim 33 , wherein the anchorage point located proximate to an upper end of the wall portion claim 33 , so that the tendon extends through a roof of the retaining structure.36. The wall ...

Building system for skyscrapers

A building system for skyscrapers includes a plurality of first building stories, a second building story located above the first building stories, and a plurality of third building stories located above the second building story. The second building story has a plurality of horizontal steel beams, a plurality of first vertical steel columns and a plurality of second vertical steel columns. The first vertical steel columns are located at a remote end of a lateral side of the building system, while the second vertical steel columns are located at a near end thereof. The fire resistance of the first vertical steel columns is superior to that of the second vertical steel column. Thus, while the building system is in a fire, the second vertical steel column would be affected more by the fire to reduce the vertical support thereupon than the first vertical steel column does.

Building system using modular precast concrete components

A building system with modular precast concrete components uses bulb tee beams to span between walls that are distributed within the building footprint to open up the structure. Shallow corrugated slabs span between the bulb tee beams to form the floor deck. Optionally, double tee beams can be used at the periphery of the structure for longer spans.

BUILDING SYSTEM USING MODULAR PRECAST CONCRETE COMPONENTS

A building system with modular precast concrete components uses bulb tee beams to span between walls that are distributed within the building footprint to open up the structure. Shallow corrugated slabs span between the bulb tee beams to form the floor deck. Optionally, double tee beams can be used at the periphery of the structure for longer spans. 1. A building system comprising a plurality of precast concrete components to create a structure including:a plurality of walls spaced apart from one another in a predetermined pattern;a plurality of bulb tee beams spanning between and supported by the walls, said bulb tee beams having an upper flange; anda plurality of shallow corrugated slabs spanning between and supported by the upper flanges of the bulb tee beams to provide a floor surface.2. The building system of wherein corrugated slabs have ends claim 1 , and further comprising keyways connecting the ends of adjacent corrugated slabs.3. The building system of further comprising double tee beams supported by the bulb tee beams at the periphery of the structure.4. The building system of wherein the double tee beams are supported between the bulb tee beams and spandrels in the peripheral walls.5. The building system of wherein the walls are oriented to resist lateral loads transmitted by the bulb tee beams along the length of walls.6. The building system of wherein the corrugated slabs are perpendicular to the bulb tee beams.7. The building system of further comprising a concrete topping layer on the corrugated slabs.8. The building system of wherein the bulb tee beams bear on corbels on the walls.9. A building system comprising a plurality of precast concrete components to create a structure having an interior and a periphery claim 1 , said building system including:a plurality of walls spaced apart from one another in a predetermined pattern;a plurality of bulb tee beams spanning between and supported by the walls, said bulb tee beams having an upper flange;a ...

Non-Bearing Modular Construction System

Methods and apparatus facilitate the construction of a building using prefabricated building units, each having a horizontal upper exterior surface and a plurality of vertical wall surfaces, wherein at least some of the prefabricated building units have at least one hollow column formwork structure. The prefabricated building units are lowered onto a pre-existing base at a construction site. A first story of the building is created by arranging a plurality of the prefabricated building units adjacent to each other on the base. Structural bearing material is applied to fill the hollow column formwork structures to create structural columns connected to the structural deck. Structural bearing material is applied to the horizontal upper exterior surfaces of the adjacent prefabricated building units to create a single structural deck over the prefabricated building units. 1. A building comprising:a plurality of non-bearing prefabricated building units, each having a horizontal upper surface including a horizontal upper exterior surface, and a plurality of vertical non-bearing wall surfaces, wherein some of the plurality of non-bearing prefabricated building units include a plurality of vertically disposed hollow column formwork structures;a structural deck composed of structural bearing material poured in a liquid state on said horizontal upper exterior surface and using said horizontal upper exterior surface as permanent non-structural formwork; anda plurality of vertically disposed column structural elements each formed by pouring structural material in a liquid state within one of said plurality of vertically disposed hollow column formwork structures, and wherein there are no poured walls such that structural loads in the building are supported substantially by the structural deck and the plurality of vertically disposed column structural elements.2. The building of wherein a second set of one or more of said plurality of non-bearing prefabricated building units are ...

Non-Bearing Modular Construction System

Methods and apparatus facilitate the construction of a building using prefabricated building units, each having a horizontal upper exterior surface and a plurality of vertical wall surfaces, wherein at least some of the prefabricated building units have at least one hollow column formwork structure. The prefabricated building units are lowered onto a pre-existing base at a construction site. A first story of the building is created by arranging a plurality of the prefabricated building units adjacent to each other on the base. Structural bearing material is applied to fill the hollow column formwork structures to create structural columns connected to the structural deck. Structural bearing material is applied to the horizontal upper exterior surfaces of the adjacent prefabricated building units to create a single structural deck over the prefabricated building units. 1. A building comprising:a plurality of pre-fabricated modular building units, having exterior surfaces;said modular building units being arranged in a stacked configuration; andstructural deck composed of structural bearing material disposed between said modular building units, wherein said structural bearing material is inserted between said modular building units using portions of said exterior surfaces of the modular building units as permanent formwork.2. The building of further comprising;hollow column formwork disposed within said pre-fabricated building units, wherein said structural bearing material is inserted into said column formwork to form structural columns.3. The building of wherein said pre-fabricated modular building units include at least one of: installed floor finish claim 1 , interior walls claim 1 , doors claim 1 , interior glazing claim 1 , fixtures claim 1 , cabinetry claim 1 , plumbing fixtures claim 1 , fixed appliances claim 1 , electrical wiring claim 1 , lighting claim 1 , water and waste piping claim 1 , and HVAC equipment.4. The building of further comprising ...

A METHOD OF CONSTRUCTING EARTHQUAKE RESISTANT STRUCTURE WITH REINFORCED FOUNDATION AND WALL STRUCTURE

A method of constructing seismic shock absorbing structure which transfers horizontal and vertical forces from the floor to allow buildings to withstand earthquake shocks. In a first embodiment, foundation column is structurally designed and casted in the form of a fin shape below plinth level. In another embodiment, strength of the construction frame is enhanced by structurally designing, casting and slotting in at least one of rhombus shaped beams, diagonal cross beams, corner beams, plus shaped beams, rectangle shaped beams, semi-quarter circular beams in horizontal, vertical and inclined directions at the plinth level, below and above the plinth level. In another embodiment, wall is interlocked with at least one of Reinforced Cement Concrete (RCC), cement composites, steel, iron, metal, concrete, polystyrene, polyurethane, wood, plastic, fired bricks, cardboard and clay blocks. In another embodiment, interlocked wall is reinforced with GI (Galvanized) welded mesh, fiberglass mesh and wire mesh. 1. A method of constructing a seismic shock absorbing earthquake resistant structure comprising of:a) structural designing and casting of foundation column in the form of a fin shape;b) structural designing and casting of a plinth beam, said plinth beam casted simultaneously with an interconnecting beam;c) constructing an interlocked reinforced wall structure;d) structural designing and casting of a column, beam and slab, said column, beam and slab are simultaneously casted with an interconnecting angled beam.2. The interconnecting beam and angular beam as claimed m claim 1 , wherein the said beam is placed in at least at horizontal claim 1 , vertical and inclined structure frames.3. The interconnecting beam and angular beam as claimed in claim 1 , wherein the said beam is of rhombus shaped and placed at atleast one of plinth level claim 1 , below plinth level and above plinth level.4. The interconnecting beam and angular beam as claimed in claim 1 , wherein the said beam ...

Modular Building System

This invention relates to a versatile, modular building system for constructing a building frame. The components of the modular system are formed from high-density materials, and include one or more base units, one or more floor units connected to the base units, a plurality of end panel units, the end panels units connected to the base units and/or floor units, at least one front beam unit, the front beam unit adapted to connect to at least two end panel units, and one or more front panel units, the front panel unit adapted to connect to at least two end panel units and/or at least one floor unit. Also described are various additional modular units that may be incorporated into the modular building system described. The modular system is designed to be pre-fabricated off site and quickly erected on building sites with a range of contours. 1. A modular building system for constructing a building frame , the system comprising plurality of structural units including;one or more floor units, wherein the floor units include a substantially planar surface having an upper face and a lower face separated by two opposing sides and two opposing ends, the two opposing sides extending at substantially right angles from the lower face of the planar surface of the floor unit to form floor unit side walls;a plurality of end units, the end units connected directly or indirectly to the floor unit side walls and shaped to define at least three sides of a wall structure;at least one front beam unit, the front beam unit adapted to connect to at least two end units; andone or more front panel units, the front panel unit adapted to connect to at least two end units and/or at least one floor unit;wherein all units of the building system are formed from high-density materials.210-. (canceled)11. The modular building system of claim 1 , wherein the floor unit has an “n” or “m” shaped cross section.12. The modular building system of claim 1 , wherein the floor unit includes one or more ribs ...

BUILDING CONSTRUCTION METHOD

A building construction method uses wall frames having a moveable top track. The track is fixed in a raised position so as to be load-bearing during construction, allowing construction work to progress quickly. When supporting concrete columns have cured, the fixing can be released allowing the track to move into a lowered position and for the building load to transfer to the columns. 1. A method of constructing one story in a multi-story building , the method including the steps of:forming a building frame on a floor of the story, the frame including a plurality of vertical channels, the vertical channels extending upwards from the floor, the frame being sufficiently strong to bear load from at least one higher story, the frame defining a load path for the load of the at least one higher story;at least partially forming the at least one higher story;filling the channels with a curable substance;allowing the curable substance in the channels to cure and to form columns within the building; andcreating a break in the load path of the frame and thus transferring the load from the at least one higher story from the building frame to the cured columns.2. A method of constructing one story in a multi-story building as claimed in claim 1 , wherein the building frame is formed from structural steel.3. A method of constructing one story in a multi-story building as claimed in claim 2 , wherein the building frame is formed of cold-rolled section steel with a nominal thickness in between 0.75 mm and 1.6 mm.4. A method of constructing one story in a multi-story building as claimed in claim 1 , wherein the curable substance is concrete.5. A method of constructing one story in a multi-story building as claimed in claim 1 , wherein the method includes the step of locating deck formwork atop the building frame claim 1 , with the channels fluidly connected to the deck formwork.6. A method of constructing one story in a multi-story building as claimed in claim 5 , wherein the step ...

Building construction using hollow core wall

A concrete building formed of precast cored wall slabs (12), floor slabs (14) and precast cored bond beams (36). The precast cored members (12, 14, 36) are manufactured at a remote factory location and transported to the building site where the wall slabs (12) are erected side by side and the bond beams (36) placed along the tops of the wall slabs (12) with a downwardly opening groove in the lower face of the bond beams (36) seating the upper edges of the wall slabs (12) and the cores (44) in the bond beams (36) vertically aligned with the cores (16) in the wall slabs (12). The ends of the floor slabs (14) are then placed on the bond beams (36) in a position spaced from the inner face of an outer flange portion (50) of the bond beams (36) and clear of the aligned cores (16, 44) to form an upwardly opening trough (52). Vertical reinforcing rods (46) are positioned in the vertically aligned cores (16, 44) of the bond beams (38) and wall slabs (12), a horizontal reinforcing rod (54) is placed in the upwardly opening trough (52), auxiliary rods (66) are placed in the spaces (68) between the adjacent floor slabs (14) and extend into the trough (52), and cement is poured into the aligned cores (16, 44), the trough (52), and the floor slab spaces (68) to embed the various rods (46, 54, 66) in the poured cement and form a rigid unitary building structure. Insulating panels (18) are secured to at least certain of the wall slabs (12) at the remote factory location so that the wall slabs (12) may be placed side by side with the insulating panels (18) on the exterior of the slabs (12) providing a preformed exterior insulation layer.

METHOD AND ARRANGEMENT FOR SUPPORTING A FLOOR ELEMENT ON A BEAM AND BEAM

A method and an arrangement for supporting a first floor element at a beam and a beam. The beam is provided with a supporting flange section configured to support the first floor element. The method includes supporting the first floor element on the supporting flange section so that a first space is formed between the first floor element and the beam, providing elongated transverse fittings in the beam, providing transverse reinforcements to extend between the beam and the first floor element. The elongated transverse fitting have a first free end at the first lateral side of the beam, and a first protective element is connected to the first free end of the elongated transverse fitting outside the web section of the beam.

REINFORCED STRUCTURE FOR COLUMN AND BEAM FRAME

A fracture caused by fatigue of a connecting portion positioned at a corner of a reinforcing frame directly secured to a frame is avoided regardless of a relative displacement that occurs in the frame upon disposing the reinforcing frame made of steel, which has an elevational shape surrounding the frame along an inner circumferential surface of the frame and a cross-sectional shape with a flange on a side of the frame, in a structure plane of the frame of a column and a beam of reinforced concrete structure, and joining the reinforcing frame to the inner circumferential surface of the frame. A reinforcing frame is constituted of a column portion along a column of a frame, a beam portion along a beam, and a connecting portion that is joined to the column portion and the beam portion, and connects the column portion to the beam portion. The connecting portion has a flange with a part close to the column portion and the beam portion formed to be shaped along an inner circumferential surface of the frame, and a part of the flange facing a corner of the frame formed into a shape in which a void is formed between the part and the corner of the frame. 1. A reinforced structure for a column and beam frame comprisinga reinforcing frame made of steel disposed in a structure plane of a frame of a column and a beam of reinforced concrete structure, the reinforcing frame being joined to an inner circumferential surface of the frame, the reinforcing frame having an elevational shape surrounding the frame along the inner circumferential surface of the frame, the reinforcing frame having a cross-sectional shape with a flange on a side of the frame, wherein a column portion along the column;', 'a beam portion along the beam; and', 'a connecting portion joined to the column portion and the beam portion, the connecting portion connecting the column portion to the beam portion, and', 'the connecting portion has a flange having a part close to the column portion and the beam portion ...

Prefabricated-monolithic frame of building of reinforcement-loop assembly with its bearing elements

FIELD: construction. SUBSTANCE: invention relates to the field of construction, in particular, to the prefabricated monolithic carcass of a building of a reinforcement loop assembly. Prefabricated-monolithic frame contains concrete body of columns, beams and panels with steel loops fixed in it and at least one reinforcement rod passed inside loops. Connection of column with panels is made in the form of rows of conjugated loops, arranged on column and on panel, closed by passed through them reinforcing panel rod, which is arranged in hole made in console column so that its upper end is buried into console body, and lower end is located at a distance from the console, lying relative to the connected panel. Connection of the column to the beams is formed by three pairs of rows of loops, the middle one of which is a continuation of a series of panel connection loops, and two extreme rows of loops are formed by a combination of loops of the column and the adjacent beam, wherein each of three rows of loops is closed by a beam reinforcement rod passed through them with length not exceeding height of the beam. EFFECT: technical result is increase in the building operational reliability. 4 cl, 15 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 714 777 C1 (51) МПК E04B 1/20 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (52) СПК E04B 1/20 (2019.08) (21)(22) Заявка: 2019110377, 09.04.2019 (24) Дата начала отсчета срока действия патента: (73) Патентообладатель(и): Николаев Станислав Васильевич (RU) Дата регистрации: 20.02.2020 (45) Опубликовано: 20.02.2020 Бюл. № 5 2 7 1 4 7 7 7 R U (54) СБОРНО-МОНОЛИТНЫЙ КАРКАС ЗДАНИЯ АРМАТУРНО-ПЕТЛЕВОЙ СБОРКИ С ЕГО НЕСУЩИМИ ЭЛЕМЕНТАМИ (57) Реферат: Изобретение относится к области выполненном в консоли колонны так, что строительства, в частности к сборноверхний торец его заглублен в тело консоли, а монолитному каркасу здания арматурно-петлевой нижний торец расположен на расстоянии от сборки. ...

Composite concrete column and construction method using the same

A composite concrete column and a method of constructing a building by using the composite concrete column are provided to shorten the construction period and increase earthquake resistance than pre-casted concrete by extending upper and lower concrete columns between an exposed section, wherein an H beam is coupled between the columns in the exposed section and by coupling crossbeams to the H beam. Upper and lower concrete columns(10,20) are extended lengthwise with an exposed section between the columns. In the exposed section, An H beam(30) is coupled and exposed between a lower end of the upper concrete column and an upper end of the lower concrete column. Plural reinforcing steel bars(40) are embedded around the exposed H beam and extend lengthwise through upper and lower concrete columns. The H beam has a web(33) connecting a pair of flanges(31,32). Plural brackets(51,52) are installed to the H beam in the exposed section for assembling cross beams.

Joint Structure of Precast Concrete Beam and Column Unit

프리캐스트 콘크리트 구조물에 있어 보와 기둥 부재가 접합되는 접합부 구조에 관한 개선된 기술이 개시된다. 본 발명은 프리캐스트 부재들 간의 접합에 있어 스틸 재질로 된 블럭을 프리캐스트 보 소정 위치에 설치하고 이 스틸 블럭과 기둥 부재를 함께 관통하도록 연강(mild steel) 재질의 바아를 텐션을 가해 긴장된 상태로 삽입 설치한 뒤 너트로 고정, 상기 연강 바아의 수축력에 의해 보 부재와 기둥 부재가 접합되도록 함으로써 프리캐스트 부재 접합 시공의 편리성과 함께 접합부의 강도 및 연성 능력을 효과적으로 향상시킬 수 있도록 한 프리캐스트 보 기둥 부재의 접합 구조를 제공하는 것을 목적으로 하는 발명으로서, 이와 같은 목적을 달성하기 위한 기술적 수단으로서 본 발명에서 제공하는 프리캐스트 콘크리트 보-기둥 접합부 구조는, 몸체의 소정 높이에 수평으로 관통하는 복수개의 관통홀이 형성된 프리캐스트 콘크리트 기둥 부재와; 상기 기둥 부재의 측면에 수평으로 접합되는 프리캐스트 콘크리트 보 부재와; 상기 보 부재의 끝단에 일체로 접합되는 강재 블럭으로서 상기 보 부재의 폭보다 큰 폭을 가짐으로써 보 부재의 양측으로 돌출되게 설치되며 상기 돌출된 부위에는 관통홀이 형성된 연결블럭; 및, 상기 기둥 부재의 관통홀과 상기 연결블럭의 관통홀을 함께 통과하도록 설치되며 양 끝단에 나사산이 형성된 봉강 형태의 고정바아;를 포함하여 이루어지며, 이 때, 상기 고정바아는 텐션이 가해져 긴장된 상태에서 양 끝단의 나사산에 너트를 체결함에 의해 상기 기둥 부재와 보 부재가 접합되도록 한 것을 기본적인 구성상의 특징으로 한다. An improved technique is disclosed for a joint structure in which beams and column members are joined in a precast concrete structure. In the present invention, in the bonding between the precast members, a steel block is placed in a predetermined position of the precast beam, and a bar of a mild steel material is tensioned to penetrate the steel block and the pillar member together in a tensioned state. Precast beam column that can be improved with strength and ductility of the joint together with convenience of precast member joining construction by inserting and fixing and fixing with nut and joining beam member and column member by contraction force of the mild steel bar. As an invention aiming to provide a joining structure of a member, a precast concrete beam-column joining structure provided by the present invention as a technical means for achieving such an object is provided with a plurality of horizontally penetrating the predetermined height of the body. A precast concrete pillar member having a through hole formed therein; A precast concrete beam member joined horizontally to the side of the pillar member; A steel block integrally joined to the end of the beam member and ...

高强混凝土后浇的装配式框架体系生产方法

本公开提供了一种高强混凝土后浇的装配式框架体系生产方法，包括：框架柱、U型框架梁5，框架柱包括上部柱1和下部柱2，框架柱为混凝土预制具有空腔且两端均伸出钢筋；混凝土至少浇筑下部柱2空腔至预定高度；安装上部柱1至下部柱2上方并对正，使得上部柱钢筋3与下部柱钢筋4形成全部搭接，固定上部柱1；安装框架梁5至预定位置，使得框架梁5的底部与下部柱2的顶端平齐；以及高强混凝土至少浇筑在上部柱钢筋3与下部柱钢筋4搭接处以及框架梁5空腔中至框架梁5顶部。本公开还提供了一种高强混凝土连接件。采用UHPC的节点连接件和后浇方式，提高了钢筋混凝土构件的抗裂性能。

Procédé de construction

A Process for Constructing Buildings by Using of Concrete Panels

본 발명은 무기질 경량패널들을 연이어서 미리 설치되는 벽체를 이후에 설치되는 철근콘크리트 골조와 일체화되도록 시공하여서, 전체적인 건축공사를 능률적으로 수행할 수 있게 하여 주면서도 구조적으로 견고하고 실내공간이 넓은 건축물을 얻을 수 있게 하여 주는 무기질 경량패널을 이용한 건축물의 시공방법을 제공하기 위한 것이다. The present invention by constructing the inorganic lightweight panels in advance to integrate the pre-installed wall with the reinforced concrete frame to be installed later, it is possible to efficiently perform the overall construction work to obtain a structurally robust and spacious interior space It is to provide a construction method of the building using the inorganic lightweight panel that makes it possible. 본 발명의 무기질 경량패널을 이용한 건축물의 시공방법은 철근콘크리트로서 기 설치된 하층의 슬라브(1) 위에 하층의 기둥 철근(2)들이 노출되어서 이후에 상층의 기둥(210)들이 설치될 위치의 내측에 인접하도록 무기질 경량패널(110)들을 연이어서 상층의 벽체(100)를 미리 설치하고, 상기 하층의 기둥 철근(2)들과 연결되도록 상층의 기둥 철근(211)들을 배근하며 그 기둥 철근들이 감싸지도록 상기 상층의 벽체(100) 외부에 기둥 거푸집(212)들을 연결시켜서 설치한 후에, 상기 상층의 벽체(100)와 기둥 거푸집(212)의 상부에 상층의 보 및 슬라브 거푸집(222)(232)를 설치하고 보 및 슬라브 철근(221)(231)을 배근한 후에 그 각각의 거푸집(212)(222)(232) 내에 미경화콘크리트를 타설하여 성형되는 기둥(210), 보(220), 슬라브(230)로서 상층의 철근콘크리트 골조(200)를 후 설치하여서, 상기 무기질 경량패널(110)들로서 설치된 상층의 벽체(100)를 상기 상층의 철근콘크리트 골조(200)와 일체가 되도록 시공한 것이다. The construction method of the building using the inorganic lightweight panel of the present invention is exposed to the lower column reinforcing bar (2) on the lower slab (1) pre-installed as reinforced concrete in the inside of the position where the upper column (210) will be installed later In order to adjoin the inorganic lightweight panels 110 to be adjacent to install the upper wall (100) in advance, and to connect the upper column reinforcement (211) to be connected to the lower column reinforcement (2) and to wrap the column reinforcement After the pillar formwork 212 is connected to and installed outside the upper wall 100, the beam and slab formwork 222 and 232 of the upper layer are formed on the upper wall 100 and the pillar formwork 212 of the upper layer. After installing and placing the beam and slab reinforcing bars (221, 231) ...

Upper cover structure system applied to track operation line and implementation method thereof

本发明涉及轨道交通上盖结构技术领域，尤其是一种应用于轨道运营线的上盖结构体系及其实施方法，其特征在于：所述上盖结构体系包括预制框架柱、预制框架梁、预制底板，其中所述预制框架柱和所述预制框架梁之间通过连接结构相连接固定，所述预制底板通过连接结构与所述预制框架梁相连接固定，所述预制底板的上方浇筑有现浇层。本发明的优点是：结构合理、功能明确、可操作性强、设计新颖等优点。

Design construction of mesonetic type apartment building to reduce noise between floors and to allow easy reconstruction

FIELD: construction.SUBSTANCE: invention relates to a design structure for an apartment building, in which a plurality of apartment blocks, each of which is a maisonette, in which two floors, including an upper floor and a lower floor, are combined into a separate apartment block, are re-arranged in vertical and horizontal directions. In the project design, each apartment block has a living room located on the upper floor and many bedrooms located on the lower floor. Double pylons spaced apart from each other are installed on the lateral boundaries of adjacent apartment blocks. Double pylons include a pair of first pylons located inside the apartment block and a pair of second pylons located outside the apartment block and located inside another apartment block adjacent to it. The first beam element, which serves as a load bearing structure, is connected to and mounted on the first pylon. The second beam element, which serves as a load bearing structure, is connected to and mounted on a second pylon. A connecting beam of double pylons, configured to connect the first pylon and the second pylon, is additionally provided on the side surface of the lower floor slab.EFFECT: invention will improve the safety of the structure, its noise insulation, and provides the possibility of easy reconstruction.5 cl, 6 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 747 411 C1 (51) МПК E04H 1/04 (2006.01) E04B 1/18 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (52) СПК E04H 1/04 (2021.02); E04B 1/18 (2021.02) (21)(22) Заявка: 2020133042, 02.04.2019 (24) Дата начала отсчета срока действия патента: (73) Патентообладатель(и): ПАРК, Дае Йеунг (KR), ПАРК, Дзи Йонг (KR) Дата регистрации: 04.05.2021 (56) Список документов, цитированных в отчете о поиске: JP 2004225347 A, 12.08.2004. RU 2288331 C2, 27.11.2006. KR 1020170012700 A, 03.02.2017. KR 101204767 B1, 27.11.2012. KR 101679672 B1, 25.11.2016. KR 101387602 B1, 22.05.2014. 03.04.2018 KR ...

Universal house-building system

FIELD: construction. SUBSTANCE: invention can be used in structures of prefabricated reinforced concrete structures, mainly of multi-storied buildings. Frame of building includes H-shaped frames consisting of columns, equipped with connection elements, and cross-bar made integral with columns. Connecting elements are located in upper and lower parts of column with possibility to form during connection of top frame structure with lower one of joint assemblies, at least in angular zones of columns. On side of column there is at least one console designed for attachment of beam. Design of beam and six versions of frame slabs. Feature of design of slabs is that their end parts structure is intended for connection to each other and with other elements of frame: beams, crossbars, columns, wall panels. EFFECT: high strength and simplified assembly of frame of building. 98 cl, 40 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 585 330 C2 (51) МПК E04B 1/20 (2006.01) E04C 2/04 (2006.01) E04C 3/20 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ (21)(22) Заявка: ИЗОБРЕТЕНИЯ К ПАТЕНТУ 2014139332/03, 30.09.2014 (24) Дата начала отсчета срока действия патента: 30.09.2014 (43) Дата публикации заявки: 20.04.2016 Бюл. № 11 (73) Патентообладатель(и): ХУДЯКОВ СЕРГЕЙ АЛЕКСАНДРОВИЧ (RU) R U Приоритет(ы): (22) Дата подачи заявки: 30.09.2014 (72) Автор(ы): Худяков Сергей Александрович (RU), Айсверт Роман Вильгельмович (RU), Сальваторе Порто (IT), Дмитрусенко Михаил Сергеевич (RU) (45) Опубликовано: 27.05.2016 Бюл. № 15 2 5 8 5 3 3 0 R U (54) УНИВЕРСАЛЬНАЯ ДОМОСТРОИТЕЛЬНАЯ СИСТЕМА (57) Реферат: Изобретение относится к области вышестоящей рамной конструкции с нижестоящей строительства и может быть использовано в стыковочных узлов, расположенных, по крайней конструкциях сборных железобетонных каркасов, мере, в угловых зонах колонн. На боковой преимущественно многоэтажных зданий. стороне колонны размещена, по крайней мере, Техническим результатом является повышение ...

Method of erecting framework for structures

FIELD: construction. SUBSTANCE: method of erecting the framework for buildings and structures involves the erection of bearing vertical monolithic structural reinforced concrete elements simultaneously with the erection of vertically oriented reinforced concrete turning slabs of floorings, pivotally connected with them. In the process of erection between the slabs and the bearing structures, as well as between adjacent slabs, separation elements are pre-installed. After the concrete has gained strength, the slabs are turned to the horizontal position and the joints of the slabs with the bearing vertical elements and the joints between the adjacent flooring slabs are monolithed. Forming the bearing vertical elements and the flooring slabs is performed layer-by-layer, the vertical separation elements are represented by sheet or film polymeric materials, and the pivot joint of the flooring slab is represented by a linearly extended element located in the middle part of the flooring plate, the longitudinal axis of which coincides with the rotation axis of the slab. The bearing elements are erected in the form of columns. Tubular hinge elements of circular cross-section of the flooring slabs adjacent in the horizontal plane are placed on opposite sides of the longitudinal axis of the column. In the flooring slabs, a framework of tensioned reinforcement from encased cable is installed. The reinforcing elements in the body of the flooring slabs are installed after their formation, for which during the hardening grout supply into the cavity of the sliding formwork, linear cavities are formed in the slab body by means of channel formers. The longitudinal axis of the hinge passes through the mass center of the slab. The slabs are rotated in the ascending or descending order. The channel formers are moved while moving the formwork or when moving to the next layer. In the channel formers, broach is arranged to install the reinforcement in channels. The channel-formers are ...

A kind of construction method that balcony construct capital interspaces in advance

本发明阳台构造柱顶预留空隙的施工方法，涉及建筑施工技术领域，包括以下步骤：（一）模板安装完成后浇注阳台构造柱混凝土，在距离上一楼层阳台梁板底面30‑50cm的高度时停止浇注混凝土，将挤塑板放满柱钢筋之间的间隙中；（二）在挤塑板上表面用铁丝固定挤塑板；（三）在挤塑板上的模板中继续浇筑上一楼层阳台梁板混凝土，阳台梁板混凝土凝结后，拆除挤塑板周围的模板，并将挤塑板全部凿掉形成空隙，再将空隙三边装塞缝模板，用比例为1:5的水泥炉渣填缝；（四）填缝两天后，将塞缝模板拆掉，洒水养护6‑8天，再用1:3水泥砂浆修补空隙表面；（五）在空隙四周挂满钢丝网，再在钢丝网外表面抹灰，使得钢丝网与空隙上下基体搭接平整。

the hybrid precast concrete beam connecting structure for a horizontal extending a building and the construction method thereof

In order to solve the above-described problems, the present invention is for horizontally expanding an existing structure 1000 including a conventional wall W and a conventional slab S, And a PC beam 200 to which a bottom plate 230 is coupled to one end of the U-shaped beam concrete, And the lower end plate 230 is anchored at an intersection of the existing wall W and the existing slab S, so that a pin joining operation is performed. do. And, The upper end of the lower end plate 230 is bent to form a slab mounting plate 240, Wherein the slab mounting plate (240) is anchored to the upper portion of the existing slab (S), and a construction method of the hybrid raman PC beam connection structure for horizontal expansion is provided. together, Shaped upper and lower column plates 1110 and 1120 are provided on the upper and lower sides, respectively, and are surrounded by a concrete having a cross-sectional shape, Two truncated PC columns 1100; A cross-shaped cross-shaped filler plate 1400 provided between two cross-shaped PC columns 1100 vertically disposed on the upper and lower portions; , ≪ / RTI > The upper main shaft 1102 of the column of the cross-shaped PC column 1100 is bent and fastened to the column upper plate 1110 with a nut, The lower main shaft 1104 of the column of the cross-shaped PC column 1100 is vertically fastened to the column lower plate 1120 with a nut, And the nut of the column top plate 1110 and the nut of the column bottom plate 1120 are inserted into the nut holes of the cross-shaped pillow plate 1400 with a different center line from each other. Structure, a RC structure of wall PC column and PC beam using the structure. Also, Shaped upper and lower column plates 1110 and 1120 are provided on the upper and lower sides, respectively, and are surrounded by a concrete having a cross-section of a cross shape, and two vertically Shaped PC column 1100 spaced apart from the lower end of the concrete and the column lower plate 1120 and ...

Hybrid precast/cast-in-place spatial reinforced concrete frame of multi-storey building

FIELD: construction. SUBSTANCE: invention relates to construction, in particular, to hybrid precast/cast-in-place skeleton of buildings. Hybrid precast/cast-in-place skeleton of building consists of H-frames made of reinforced concrete. H-frames are installed in directions of longitudinal and transverse axes of building, adjoin each other with mounting gap between each other and connected in places of joint to each other in horizontal plane by coupling elements, and along vertical – releases of reinforcement from frames and couplings with subsequent simultaneous joint grouting of frames vertical joints in areas of H-frames abutment with monolithic concrete. EFFECT: reduced labor input during installation. 1 cl, 9 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 723 110 C1 (51) МПК E04B 1/20 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (52) СПК E04B 1/20 (2019.08) (21)(22) Заявка: 2019115453, 21.05.2019 (24) Дата начала отсчета срока действия патента: (73) Патентообладатель(и): Блажко Владимир Павлович (RU), Харитонова Анастасия Владимировна (RU) Дата регистрации: 08.06.2020 (56) Список документов, цитированных в отчете о поиске: RU 62622 U1, 27.04.2007. CN 108316470 A, 24.07.2018. RU 2585330 C2, 27.05.2016. SU 1189957 A1, 07.11.1985. (45) Опубликовано: 08.06.2020 Бюл. № 16 2 7 2 3 1 1 0 R U (54) СБОРНО-МОНОЛИТНЫЙ ПРОСТРАНСТВЕННЫЙ ЖЕЛЕЗОБЕТОННЫЙ КАРКАС МНОГОЭТАЖНОГО ЗДАНИЯ (57) Реферат: Изобретение относится к области примыкают друг к другу с монтажным зазором строительства, в частности к сборномежду собой и соединяющихся в местах стыка монолитному каркасу зданий. Техническим друг с другом в горизонтальной плоскости результатом является снижение трудозатрат при стяжными элементами, а по вертикали монтаже. Сборно-монолитный каркас здания выпусками арматуры из стоек и муфтами с состоит из Н-рам, выполненных из железобетона. последующим совместным омоноличиванием Н-рамы устанавливаются в направлениях вертикальных стыков ...

A kind of butt welding stirrup and method for improving frame column ductility

本发明公开了一种提高框架柱延性的对焊箍筋与方法；包括框架柱、框架梁，以分布在框架柱上的加密区箍筋；加密区箍筋位于框架梁这一侧的第一个箍筋的头尾结合处分别采用闪光对焊结构；使第一个箍筋形成对焊封闭箍筋结构。对焊封闭箍筋结构的位置，分别距离框架柱端部45mm～50mm。闪光对焊结构位于对焊封闭箍筋结构的中部。框架柱端部的第一个箍筋变成了对焊封闭箍筋结构后，在荷载作用下，不会像常规箍筋一样弯钩脱开，充分发挥了封闭箍筋对纵筋和混凝土的横向约束作用，提高了框架柱的延性和抗震性能。

Prefabricated precast concrete girder for building construction

The present invention relates to a prefabricated precast concrete girder for building construction comprising: a pair of girder blocks and a connection block for connecting the girder blocks to enable prefabricated construction in a construction site. Therefore, the present invention remarkably reduces transport costs as transport to the construction site for building construction is facilitated, simplifies the construction of a building and reduces the construction time of the building by easily placing and assembling divided and manufactured blocks in the construction site of the building to improve the ease of construction.

Large scale concrete girder, and manufacturing method by using uhpc member as a form and structural element

PURPOSE: A large concrete girder for using a UHPC(Ultrahigh Performance Concrete) member and a manufacturing method thereof are provided to reduce time and costs and to simplify the manufacturing process of a form without using a separate form member for forming the lateral side of the concrete girder. CONSTITUTION: A UHPC member(1) comprises a lower flange(10) and a vertical web(20) and is made of precast UHPC. The lateral sides of the lower flanges are continuously arranged by aligning the UHPC members. The UHPC members are integrated by pouring concrete between a pair of UHPC members for a side form. The inner flange(12) of the UHPC member is formed with a concave part(15) which comprises a laterally protruded reinforcing bar. A convex part is formed between the concave parts by protruding a loop-shaped reinforcing bar(16).

Multi-storied Korean-style House by Combined Structural System

본 발명은 한식건축물(한옥)을 복층으로 구현하기 위한 층간구조에 관한 것으로, 더욱 상세하게는 PC와 RC를 적절히 합성하고 가구식 구조와 벽식 구조를 복합화하면서 결구식으로 골조를 완성하는 한편 골조의 외피를 전통 한식건축재료에 의한 표면재로 마감 처리하여 완성하는 것을 특징으로 복층 한식건축물의 층간구조에 관한 것이다. 본 발명에 따르면 한식건축물을 구조적인 안정성과 함께 내화성 및 내구성을 확보하면서 복층구조로 시공할 수 있다. 특히 PC와 영구거푸집 등 부품화된 자재를 적극 활용하기 때문에 한식건축물의 시공에서 시공성과 경제성을 향상시킬 수 있다. The present invention relates to an interlayer structure for embodying a multi-layered Korean-style building (hanok), and more particularly, to an apparatus and a method for constructing a multi- The present invention relates to an interlayer structure of a multi-layered Korean building, characterized in that the exterior is finished with a surface material by a traditional Korean building material. According to the present invention, it is possible to construct a Korean-style building with a multi-layer structure while securing structural stability and fire resistance and durability. Especially, since the parts and materials such as PC and permanent formwork are utilized positively, it is possible to improve the workability and economical efficiency in the construction of Korean-style buildings.

Self-supporting type column structure

The present invention relates to a column structure where concrete is applied and synthesized to install a column of a building. The column structure comprises: at least one support pipe body; horizontal steel perpendicularly bonded to the support pipe body; a rectangular fixing pipe surrounding the support pipe body and having an insertion groove penetrated by the horizontal steel; and a rebar assembly installed in the circumference of the support pipe body. The support pipe body is configured to be stood itself without application of the concrete while a horizontal structure is installed.

Method of constructing a building, such building, and wall and floor elements for use therein

The invention relates to a method of constructing a building, comprising the step of providing a skeleton for a building wall of the building. The skeleton includes at least upright building elements such as columns or dividing walls. At least one lightweight, heat insulating and fire retarding wall element is placed between each adjacent pair of said columns. The columns are covered to provide substantially closed wall surfaces. The wall surfaces are covered with a covering layer having properties so as to provide fire-resistance to the complete wall. The covering layer on the inside wall surface may include a base layer of modified resin mortar, and a top layer of plaster mortar. The covering layer on the outside wall surface may include a base layer of modified resin mortar and a top layer of mineral mortar. Lightweight, heat insulating floor elements are placed and interconnected, and supported if necessary, and thereafter structural fill-material, such as concrete, is poured onto the floor elements to form a floor. The invention also includes a building, and wall and floor elements.

Multi storey residential building

FIELD: construction. SUBSTANCE: invention relates to the field of civil engineering, namely, the construction of multi-storey, extended corridor-type residential buildings with a rescue and life support system in fires. Building contains successively located residential blocks of corridor type, staircase-elevator units located between the end walls of blocks, located in each residential block in two rows of transversely oriented apartment modules, the area of which is limited by the facade, apartment and corridor walls of residential blocks. Along the corridor for the entire length and the entire height of the building is a dividing corridor, a thick, thickened bearing wall. Building can be equipped with a tower-like pylon, adjacent to the end wall of the outermost residential block to the entire height of the building. Pylon in the plan is made in the form of a cross symmetrical with respect to its horizontal and vertical axes, the width of its end wall being equal to the width of the end wall of the residential block. Vertical and horizontal axes of the pylon have thick, thickened bearing walls, the thickness of which is equal to the thickness of the bearing wall separating the corridors of the residential block. Bearing wall, installed along the horizontal axis of the pylon, adjoins the load-bearing wall separating the corridors of the residential block. Load-bearing wall separating the corridors of the residential block, and bearing walls, installed along the vertical and horizontal axes of the pylon, can be made of reinforced concrete. EFFECT: invention makes it possible to increase fire safety due to fire protection of apartment modules located in a neighboring row, as well as by ensuring rapid evacuation of residents in the event of a fire. 4 cl, 2 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 653 146 C1 (51) МПК E04H 1/00 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (52) СПК E04H 1/005 (2006.01); E04H 3/00 ...

Precast Segment and Precast Concrete Structure

본 발명은: 프리캐스트 콘크리트 구조물용 프리캐스트 세그먼트에 관한 것으로서, 상기 프리캐스트 세그먼트에 맞닿아 이음되는 인접 프리캐스트 세그먼트와 상기 프리캐스트 세그먼트의 이음부위를 보강하기 위하여, 상기 인접 프리캐스트 세그먼트의 일측 단면에 요입하여 형성되는 키홈에 삽입되도록 돌출키가 일체로 형성되는 이음단면을 갖는 프리캐스트 세그먼트(Precast Concrete Segment) 및 이에 의한 프리캐스트 콘크리트 구조물을 개시한다. 본 발명에 따르면, 프리캐스트 세그먼트들의 이음부위가 보강되어 일체적 거동성이 향상될 수 있으며, 전단강도가 보강될 수 있어서 장경간의 구조물을 구축할 수 있다. 프리캐스트 콘크리트 구조물, 프리캐스트 세그먼트, 전단보강부, 스플라이스 슬리브, 돌출키, 키홈 The present invention relates to a precast segment for a precast concrete structure, the cross-section of one side of the adjacent precast segment, in order to reinforce the adjacent precast segment abutting the precast segment and the joint portion of the precast segment. Disclosed is a precast concrete segment having a joint section in which a protruding key is integrally formed so as to be inserted into a key groove formed by recessing in a key groove, and a precast concrete structure thereby. According to the present invention, the joint portion of the precast segments can be reinforced to improve the integral behavior, and the shear strength can be reinforced to build a long span structure. Precast concrete structure, precast segment, shear reinforcement, splice sleeve, protruding key, keyway

Method for forming pattern to concrete structure using the composition silicon

The present invention relates to a method of forming a pattern on a structure such as an outer wall, a retaining wall, or the like, comprising the steps of: forming mixed silicon in which 50 parts by weight of silicon is mixed per 100 parts by weight of cement; A first step of applying a releasing agent to the surface of the mixed silicon injected into the mold and pressing and removing the engraved member engraved with the three-dimensional pattern; A second step of attaching the mixed silicon and the mold having the engraved engraved pattern on one surface of the mold through the process of the first step; A third step of applying a releasing agent to the inner side of the formwork installed on one side or both sides of the mold and then curing the concrete by curing; And a fourth step of demolding the mold after the concrete poured in the third step is cured and separating the molds attached to one side of the demolded mold, thereby forming a pattern on one side of the concrete after the concrete curing .

Wide lightweight PC girder

The present invention relates to a wide lightweight PC girder consisting of a lower flange of which both ends are mounted on an upper portion of a column and a pair of inclined webs provided on an upper portion of both ends of the lower flange to be inclined to the outside in an upward direction to reduce the span of a slab and minimize the weight of a PC girder. The wide lightweight PC girder comprises: a lower flange of which both ends are mounted on an upper portion of a column; a pair of inclined webs provided on an upper portion of both ends of the lower flange, formed to be inclined to the outside in an upward direction to form a space therein, protruding more than the lower flange by having a length extended longer than the lower flange in the longitudinal direction of a PC girder, and having a plurality of coupling grooves formed on the inner surface thereof in a vertical direction to be separated from each other in the longitudinal direction of the PC girder; a plurality of partitions provided between the pair of inclined webs to insert an end thereof into one among the coupling grooves to be coupled; a center web protruding from the upper surface of the center of the lower flange to cross the partitions to form an integrated cross shape on a plane; and a coupling angle wherein a leg on one side thereof has a first fastening hole which is a horizontally long hole to be fixed on the inner surface of the inclined webs by a coupling bolt, and a leg on the other side thereof has a second fastening hole which is a vertically long hole to be fixed on a sidewall of the partitions by the coupling bolt to fix the partitions on the inclined webs.

Connection node for column and floor slab for beamless non-column cap building frame

FIELD: construction. SUBSTANCE: invention relates to connection nodes of columns and floor slabs of beamless non-column cap reinforced concrete building frame. Connection node for column and slab comprises interconnected top and bottom columns and collecting slab with mounting hole for passage of column along perimeter of which there are anchors of working reinforcement plates, each of which is made of angular profile, interconnected reinforcement angular elements installed at corners of mounting holes. Slab is equipped with additional reinforcing rods attached to reinforcing angular elements, working reinforcement of slab spaced along height in mutually perpendicular directions. Anchors of working reinforcement of columns are made in form of loops, and reinforcing angular elements are welded with working reinforcement of lower column through metal connection elements. EFFECT: improved rigidity and reliability of assembly. 7 cl, 19 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (51) МПК E04B 1/38 (13) 2 591 994 C1 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ (21)(22) Заявка: ИЗОБРЕТЕНИЯ К ПАТЕНТУ 2015147183/03, 03.11.2015 (24) Дата начала отсчета срока действия патента: 03.11.2015 (72) Автор(ы): Автономов Евгений Викторович (RU) (73) Патентообладатель(и): Автономов Евгений Викторович (RU) R U Приоритет(ы): (22) Дата подачи заявки: 03.11.2015 (45) Опубликовано: 20.07.2016 Бюл. № 20 2 5 9 1 9 9 4 R U (54) УЗЕЛ СОЕДИНЕНИЯ КОЛОННЫ И ПЛИТЫ ПЕРЕКРЫТИЯ БЕЗРИГЕЛЬНОГО БЕСКАПИТЕЛЬНОГО КАРКАСА ЗДАНИЯ (57) Реферат: Изобретение относится к области установленными по углам монтажного отверстия строительства, а именно к узлам соединения плиты. Плита перекрытия снабжена колонн и плит перекрытия безригельного дополнительными арматурными стрежнями, бескапительного железобетонного каркаса прикрепленными к усилительным угловым здания. Узел соединения колонны и плиты элементам, рабочая арматура плиты перекрытия перекрытия включает соединенные между собой разнесена ...

Precat girder-column structure with large depth truss and construction method for the same

본 발명은 절곡철근을 이용한 PC 보-기둥 구조물 및 그 시공방법에 관한 것으로서, 절곡철근과 데크플레이트를 이용하여 공장에서 미리 부분 PC보로 제조할 수 있으므로, 공장에서의 제작이 용이할 뿐만 아니라, 데크플레이트를 이용하여 보의 춤의 일부만을 프리캐스트 콘크리트층으로 형성함으로써 프리캐스트 보의 중량을 최소화할 수 있고, 이로써 운반이 용이하고, 현장에서도 소형 크레인을 이용하여 설치할 수 있고, 기둥의 중량을 최소화하고 현장에서 콘크리트 타설만으로 시공을 완료할 수 있도록 구성하여 운반이 용이하고, 단절되지 않고 연속된 절곡철근을 이용하여 기둥의 띠철근으로 구성함으로써 종래와 같이 각각의 띠철근을 기둥주근에 연결하는 공정을 절감할 수 있고, 기둥의 상단에는 공장에서 거푸집을 미리 설치하여 현장에서의 고소작업을 삭제하여 안정성 및 시공성을 향상시킨다. The present invention relates to a PC beam-column structure using bent reinforcing bars and a construction method thereof, and since partial PC beams can be manufactured in advance in a factory using bent reinforcing bars and a deck plate, it is not only easy to manufacture in the factory, but also a deck The weight of the precast beam can be minimized by forming only a part of the dance of the beam with the precast concrete layer using the plate, which makes it easy to transport, and can be installed using a small crane in the field, and the weight of the column is minimized And it is easy to transport by constructing so that construction can be completed only by pouring concrete on site, and it is a process of connecting each band rebar to the column main bar as in the prior art by using continuous bending reinforcing bars without breaking. can be reduced, and the formwork is pre-installed at the factory at the top of the column to eliminate work at height in the field, improving stability and constructability.

Half precast concrete column manufacturing method using prefabricated PC panels and constructing method using the same

본 발명은 HPC기둥의 제작방법에 있어서, 주철근, 내부띠철근 및 대각띠철근을 조립하여 조립철근망을 제작하는 제1단계; 베드 위에 몰드를 설치하고 간격재를 이용하여 상기 조립철근망을 위치한 후, 몰드 내에 콘크리트를 타설하여 제1PC면과 제2PC면에 해당하는 PC패널 한 쌍을 선제작하는 제2단계; 상기 제1PC면과 제2PC면에 해당하는 PC패널 한 쌍이 서로 마주보도록 각각 90°회전시켜 상기 제1PC면과 제2PC면을 양측에 위치시키고, 상ㆍ하부에 주철근을 배근한 후 하부에 위치한 제3PC면에 해당하는 부분에 콘크리트를 타설하여 PC패널을 제작하는 제3단계; 상기 제3단계로 구성된 PC패널의 조립체를 180°회전시켜 상기 제3PC면이 상부에 위치하도록 하고, 하부에 위치한 제4PC면에 해당하는 부분에 콘크리트를 타설하여 PC패널을 제작함으로써 HPC기둥을 완성하는 제4단계;를 포함하여 구성되되, 상기 제3단계에서 상기 제1PC면과 제2PC면은 기둥 내부에 중공부가 있는 형태가 되도록 양측에 위치하고 상기 제2,3,4단계의 제1PC면(A) 내지 제4PC면(D)은 상기 주철근(120) 두께의 절반이 덮이도록 콘크리트가 타설되는 것을 특징으로 하는 선제작된 PC패널을 이용한 HPC기둥의 제작방법 및 이를 이용한 시공방법에 관한 것이다. The present invention relates to a method for manufacturing an HPC column, comprising: a first step of assembling a reinforcing bar net by assembling a cast iron root, an inner band bar and a diagonal band bar; A second step of installing a mold on the bed, placing the assembled reinforcing bar net using a gap material, placing concrete in the mold, and pre-fabricating a pair of PC panels corresponding to the first PC face and the second PC face; A pair of PC panels corresponding to the first PC surface and the second PC surface are respectively rotated by 90 ° so as to face each other to position the first PC surface and the second PC surface on both sides, A third step of constructing a PC panel by placing concrete on a portion corresponding to the 3PC plane; The assembly of the PC panel constituted by the third step is rotated by 180 ° so that the third PC surface is positioned on the upper part and the concrete is placed on the part corresponding to the fourth PC surface located on the lower part to complete the HPC column The first PC surface and the second PC surface are positioned on both sides so as to have a hollow portion inside the column, and the first PC surface and the second PC surface in the third, The present invention relates to a method of manufacturing an HPC column using a pre-fabricated PC panel and a method of ...

Building construction using hollow core wall

A concrete building formed of precast cored wall and floor slabs and precast cored bond beams. The precast members are manufactured at a remote factory location and transported to the building site where the wall slabs are erected side by side and the bond beams placed along the tops of the wall slabs with a downwardly opening groove in the lower face of the bond beams seating the upper edges of the wall slabs and the cores in the bond beams vertically aligned with the cores in the wall slabs. The ends of the floor slabs are then placed on the bond beams in a position spaced from the innerface of an outer flange portion of the bond beams, and clear of the aligned cores, to form an upwardly opening trough. Vertical reinforcing rods are positioned in the vertically aligned cores of the bond beams and wall slabs, a horizontal reinforcing rod is placed in the upwardly opening trough, auxiliary rods are placed in the spaces between the adjacent floor slabs and extend into the trough, and cement is poured into the aligned cores, the trough, and the floor slab spaces to embed the various rods in the poured cement and form a rigid unitary building structure. Insulating panels are secured to at least certain of the wall slabs at the remote factory location so that the wall slabs may be placed side by side with the insulating panels on the exterior of the slabs to form a building having a preformed exterior insulation layer.

Building construction using hollow core wall

Un bâtiment en béton est formé de plaques murales préfabriqués (12) à canaux creux, de dalles (14) et de poutres préfabriquées de connexion (36) à canaux creux. Les éléments préfabriqués (12, 14, 36) à canaux creux sont produits dans un lieu de fabrication éloigné et transportés jusqu'au lieu de construction, où les plaques murales (12) sont dressées les unes à côté des autres et les poutres de connexion (36) sont placées le long de l'extrémité supérieure des plaques murales 12); une rainure ouverte vers le bas sur la surface inférieure des poutres de connexion (36) repose sur le bord supérieur des plaques murales (12) et les canaux (44) à l'intérieur des poutres de connexion (36) s'alignent verticalement avec les canaux (16) à l'intérieur des plaques murales (12). Les extrémités des dalles (14) sont ensuite posées sur les poutres de connexion (36), à une certaine distance de la face intérieure d'une partie de bride extérieure (50) formée sur les poutres de connexion (36) et des canaux alignés (16, 44) de façon à former une rigole ouverte par le haut (52). Des barres verticales de renforcement (46) sont placées dans les canaux alignés verticalement (16, 44) des poutres de connexion (38) et des plaques murales (12), une barre horizontale de renforcement (54) est placée dans la rigole ouverte par le haut (52), des barres auxiliaires (66) sont placées dans les écarts (68) entre des dalles (14) adjacentes de façon à s'étendre jusqu'à la rigole (52). Du béton est coulé dans les canaux alignés (16, 44), dans la rigole (52), et dans les écarts (68) entre les dalles, de façon à encastrer les diverses barres (46, 54, 66) dans le béton coulé et à former une structure rigide et unie de construction. Des panneaux d'isolement (18) sont fixés à au moins quelques plaques murales (12) dans le lieu de fabrication éloigné de sorte que l'on puisse placer les plaques murales (12) côte à côte et obtenir ainsi une couche extérieure d'isolement ...

Building construction using hollow core wall

Building construction using hollow core wall

ABSTRACT A concrete building formed of precast cored wall slabs (12), floor slabs (14) and precast cored bond beams (36) The precast cored members (12, 14, 36) are manufactured at a remote factory location and transported to the building side where the wall slabs (12) are erected side by side and the bond beams (36) placed along the tops of the wall slabs (12) with a downwardly opening groove in the lower face of the bond beams (36) seating the upper edges of the wall slabs (12) and the cores (44) in the bond beams (36) vertically aligned with the cores (16) in the wall slabs (12). The ends of the floor slabs (14) are then placed on the bond beams (36) in a position spaced from the inner face of an outer flange portion (50) of the bond beams (36) and clear of the aligned cores (16,44) to form an upwardly opening trough (52). Vertical reinforcing rods (46) are positioned in the vertically aligned cores (16,44) of the bond beams 538) and wall slabs (12), a horizontal reinforcing rod (54) is placed in the upwardly opening trough (52), auxiliary rods (66) are placed in the spaces (68) between the adjacent floor slabs (14) and extend into the trough (52), and cement is poured into the aligned cores (16,44), the trough (52), and the floor slab spaces (68) to embed the various rods (46,54,66) in the poured cement and form a rigid unitary building structure. Insulating panels (18) are secured to at least certain of the wall slabs (12) at the remote factory location so that the wall slabs (12) may be placed side by side with the insulating panels (18) on the exterior of the slabs (12) providing a preformed exterior insulation layer.

PREFABRICATED SINGLE FAMILY HOUSING OF REINFORCED CONCRETE AND ASSEMBLY PROCEDURE OF THE SAME.

Vivienda unifamiliar prefabricada de hormigón armado y procedimiento de montaje de la misma, cuyos principales elementos tales como pilares (1), cerramientos (4), placas de forjado (7), cubierta (9) etc. están prefabricados en taller de hormigón armado; en que tanto las placas de forjado (7) como los cerramientos (4) llevan las instalaciones precisas integradas en su interior; siendo colocados de forma mecánica de acuerdo al esquema de la vivienda; en que partiendo de la cimentación realizada ¿in situ¿, se hacen las vigas de atado y asientos correspondientes para apoyo de los cerramientos (4) para proceder en orden correlativo a su montaje con cerramientos interiores y divisorios (8), escaleras (13), forjados (7) y cerramientos exteriores (4) acabando con la cubierta (9), para proceder posteriormente a unir las diferentes instalaciones entre cerramientos y falsos techos donde se encuentran integradas. Prefabricated single-family reinforced concrete housing and its assembly procedure, whose main elements such as pillars (1), enclosures (4), slabs (7), roof (9) etc. they are prefabricated in reinforced concrete workshop; in which both the slabs (7) and the enclosures (4) have the precise installations integrated inside; being placed mechanically according to the housing scheme; in which starting from the foundation carried out ¿in situ¿, the tied beams and corresponding seats are made to support the enclosures (4) to proceed in correlative order to their assembly with interior and partition walls (8), stairs (13) , slabs (7) and exterior enclosures (4) ending with the roof (9), to subsequently proceed to join the different installations between enclosures and suspended ceilings where they are integrated.

Modular assemblies and methods of construction thereof

A modular assembly for forming a shear wall includes a modular frame having a first side, and formwork. The formwork has a reinforcing bar cage and a first wall each coupled to the first side of the modular frame. The first wall is disposed between the reinforcing bar cage and the first side of the modular frame.

Building construction using hollow core wall slabs

A concrete bond beam is employed in building constructions using concrete slabs having hollow core channels therein serving as vertical walls. The bond beam includes at least one opening therein and a pair of downwardly extending flanges. The bond beam is mounted on top of each slab with the top edges of the slabs being received between the flanges of the bond beam so that the opening therein is aligned with a selected core channel in the slab. Reinforcement rods extend both horizontally within the confines of the bond beam and vertically through the cores in the wall slabs and the openings in the bond beam. Structural concrete columns are formed in the wall slab cores surrounding the vertical reinforcement rods. The building thus contains a matrix of structural reinforced concrete beams running both horizontally and vertically throughout the construction.

Structure for jointing framework of clean room construction

A connecting structure for a frame of a clean room structure is provided to be suitable for a structure of a semiconductor manufacturing factory, etc. by making a precast concrete frame and a reinforced concrete frame bear horizontal load caused by an earthquake or a typhoon, thereby decreasing vibration, and to have an economic advantage by reducing the size of a main column and a beam. A connecting structure for a frame of a clean room structure is formed by forming an insertion groove(21) in the middle of a vertical PC beam(LB) to insert two ends of two horizontal PC beams(WB) and providing plural end fixing type exposed reinforcement bars(23) which are exposed to two internal walls(22) of the insertion groove and buried under the vertical PC beam, providing a cantilever type exposed reinforcement bar(24) to the end of the two horizontal PC beams and cutting out two lower parts to have a hanging projection(25), inserting two ends of the two horizontal PC beams to the insertion groove of the vertical PC beam and putting the hanging projection on the bottom of the insertion groove, placing high strength and non-shrinkage concrete mortar in a space between the insertion groove and the cross section of the horizontal PC beam to make the end fixing type exposed reinforcement bars and the cantilever type exposed reinforcement bar buried under the high strength and non-shrinkage concrete mortar, and placing high strength and non-shrinkage concrete mortar in a gap between two lower sides of the vertical PC beam and the lower end of the hanging projection of the horizontal PC beam.

Bearing structure of the gravity energy storage system

FIELD: construction. SUBSTANCE: present invention relates to construction and describes a supporting structure adapted to vertically move loads by a gravitational energy storage system. The supporting structure includes a load-bearing frame and an external fencing. The power frame includes an upper frame, many modules, each of which consists of many columns and links. At least one of the plurality of ties is rigidly attached to at least one of the columns. The external fence can be made in the form of a rigid structure located at a short distance from the load-bearing frame. EFFECT: creation of a supporting structure providing possibility of vertical movement of goods and its construction on a flat territory. 28 cl, 8 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 743 988 C1 (51) МПК E04B 1/18 (2006.01) E04B 1/20 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (52) СПК E04B 1/18 (2021.02); E04B 1/20 (2021.02) (21)(22) Заявка: 2019128570, 12.09.2019 (24) Дата начала отсчета срока действия патента: Дата регистрации: (73) Патентообладатель(и): Общество с ограниченной ответственностью "Энергозапас" (RU) 01.03.2021 (45) Опубликовано: 01.03.2021 Бюл. № 7 2 7 4 3 9 8 8 R U (54) НЕСУЩАЯ КОНСТРУКЦИЯ ГРАВИТАЦИОННОЙ СИСТЕМЫ НАКОПЛЕНИЯ ЭНЕРГИИ (57) Реферат: Настоящее изобретение относится к внешнее ограждение. Силовой каркас включает строительству и описывает несущую в себя верхнюю раму, множество модулей, конструкцию, выполненную с возможностью каждый из которых состоит из множества колонн вертикального перемещения грузов и связей. По меньшей мере одна связь из гравитационной системой накопления энергии. множества связей жёстко прикрепляется к по Технический результат - создание несущей меньшей мере одной из колонн. Внешнее конструкции обеспечивающей возможность ограждение может быть выполнено в виде вертикального перемещения грузов и ее жёсткой структуры, расположенной на строительства на равнинной территории. Несущая небольшом ...

Beam-column connecting node based on steel strand net piece and embedded part

本发明公开了一种基于钢绞线网片和预埋件的梁柱连接节点，包括预制混凝土柱、混凝土梁、牛腿、L型橡胶隔震板、L型紧固板，L型橡胶隔震板设置在牛腿的上端面与预制混凝土柱的连接处，混凝土梁的一端设置在L型橡胶隔震板上，L型紧固板设置在混凝土梁与L型橡胶隔震板的连接处；牛腿顶端面上设置圆柱形盲孔和方形盲孔，混凝土梁下端面一侧设置有减震构件，且减震构件安装在圆柱形盲孔和方形盲孔中；混凝土梁与预制混凝土柱上设置有斜拉索。本发明基于钢绞线网片和预埋件的梁柱连接节点，拼装简单，安装方便、快捷，且抗震效果好，提高了梁柱节点处的强度和变形能力，提高了梁柱的强度、整体性以及协作性，综合强度高，实用性强。

frame system of buildings using the pc-column with overhanging beam applicable various span without increase of story-height

The present invention relates to a frame system of a building using a PC-column integrated with a cantilever in a precast concrete (PC) column, comprising: a vertical part which is configured in a height of one story or a plurality of stories of a building and forms a body of the column; and a horizontal part which is horizontally protruding to a certain length to both sides of the vertical part and to a height corresponding to each story of the building. The vertical part and the horizontal part are fabricated by being integrally combined while having reinforcing bars therein. A frame system of a building using a PC-column integrated with a cantilever comprises: a PC-column integrated with a cantilever which is installed at a planned position at a certain interval and has the vertical part and the horizontal part; a PC girder to which both end parts of mutually opposing horizontal parts of an adjoining PC-column integrated with a cantilever are coupled; and a PC slab which is installed in an upper part of the PC-column integrated with a cantilever and the PC girder. After placing reinforcing bars in an upper part of the PC girder and the PC slab, toppling concrete is poured.

Method of structure carcassing

FIELD: construction. SUBSTANCE: invention relates to construction and can be used in erection of spatial structures and structures for various purposes. Method of erecting a structure carcass involves layer-by-layer formation of an external long-length spatial carrier of a closed shell of the required configuration from hardening material with an internal through longitudinal channel, arrangement of reinforcing elements in the above channels and subsequent filling with their hardening composition, wherein longitudinal channels for reinforcing elements are formed by layer-by-layer laying of material capable of being extracted from hardened shell by external action, simultaneously with laying of material of bearing shell, after hardening, removed material is removed, thereby forming longitudinal closed channels, after which reinforcing elements are placed in them and filled with polymer fast-setting material. EFFECT: possibility of erection of complex spatial structures and improvement of their strength characteristics. 6 cl РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 699 087 C1 (51) МПК E04B 1/20 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (52) СПК E04B 1/20 (2019.05) (21)(22) Заявка: 2019106045, 04.03.2019 (24) Дата начала отсчета срока действия патента: (73) Патентообладатель(и): Торопов Алексей Леонидович (RU) Дата регистрации: 03.09.2019 Приоритет(ы): (22) Дата подачи заявки: 04.03.2019 (45) Опубликовано: 03.09.2019 Бюл. № 25 2 6 9 9 0 8 7 R U (54) СПОСОБ ВОЗВЕДЕНИЯ КАРКАСА КОНСТРУКЦИИ (57) Реферат: Изобретение относится к области элементов в упомянутых каналах и последующее строительства и может быть использовано при заполнение их твердеющим составом, при этом возведении пространственных конструкций и продольные каналы для армирующих элементов сооружений различного назначения. Техническим формируют путем послойной укладки материала, результатом является возможность возведения способного быть извлеченным из ...

High-rise raises concept

本发明是利用全新的土木工程的概念来建筑和建立超高层建筑物的方法，这是基于使用液压悬吊和电梯臂系统来多次堆叠柱，并且此后用混凝土对它们进行加强的竖直柱结构的建筑概念和方法。此后还包括围绕竖直柱结构和中心核心建造关口支撑结构以稳固所述高层建筑物。下一阶段是在地面平面上建造水平钢构架平台并且通过中心核心电梯和缆索绞车系统把它们抬高。通过门关的交替打开和关闭实现水平平台穿过关口结构。该过程能用水平平台填入竖直柱结构，所述水平平台此后与竖直柱结构和中心混凝土核心墙互锁。最后，钢构架平台被用混凝土加强。

System for constructing composite reinforced concrete girders and beams using frp

본 발명은 영구 구조체로 이용되는 FRP 구조체를 사용한 복합 철근 콘크리트 보 구축 시스템에 관한 것으로서, 보 구축용 거푸집으로서 탄소섬유 FRP 및/또는 유리섬유 FRP 소재를 사용하여 와인딩 제작한 구조체를 채용함으로써, 특히 이 FRP 구조체 자체가 보 거푸집 역할을 하는 동시에 별도 해체과정 없이 복합 철근 콘크리트 보 구조물에서 영구 구조체로 사용되어 철근 역할을 보완하는 바, 보 시공시 사용되는 철근의 물량 감소를 기대할 수 있고, 거푸집 해체공정이 삭제될 수 있으며, 공사비 절감 및 공기 단축의 장점과 함께 폐자재의 발생을 줄여 환경친화적 시공이 가능한 장점을 가지는 영구 구조체로 이용되는 FRP 구조체를 사용한 복합 철근 콘크리트 보 구축 시스템에 관한 것이다. The present invention relates to a composite reinforced concrete beam construction system using a FRP structure used as a permanent structure, in particular by employing a structure fabricated by using carbon fiber FRP and / or glass fiber FRP material as the formwork for beam construction, The FRP structure itself serves as a formwork and at the same time used as a permanent structure in a composite reinforced concrete beam structure without additional dismantling, it can be expected to reduce the quantity of rebar used in the construction of the beam. The present invention relates to a composite reinforced concrete beam construction system using a FRP structure, which can be deleted and used as a permanent structure, which has advantages of reducing construction costs and shortening of air, as well as environmentally friendly construction by reducing generation of waste materials. 탄소-유리섬유 복합 구조체, 섬유강화 플라스틱, FRP, 복합 철근 콘크리트 보, 영구 구조체, 탄소섬유, 유리섬유, 기둥, 브라켓, 거푸집, 앵글 Carbon-glass fiber composite structure, fiber reinforced plastic, FRP, composite reinforced concrete beam, permanent structure, carbon fiber, glass fiber, column, bracket, formwork, angle

Net-type dowel box for the separated materials

본 고안은 분리된 구성부재에 이용 가능한 망형 다우얼 박스에 관한 것으로서, 콘크리트 구조물에서 수직부재와 수평부재가 분리되어 콘크리트가 타설될 때 그 이음부에 설치되되, 구멍이 촘촘하게 뚫려있고 6면 중에서 일면이 개방 형성되는 망형의 철재 박스; 및 상기 개방 형성된 일면을 막는 덮개를 포함하여 이루어지는 것을 특징으로 한다. 이와 같은 본 고안에 의하면, 벽체 콘크리트와 슬라브 콘크리트가 분리 타설될 때 이용되는 다우얼 바를 보다 용이하게 설치할 수 있고, 다우얼 박스 후면에 타설된 콘크리트의 상태를 확인할 수 있어 이음부의 하자를 미연에 방지할 수 있으며, 선타설되어 양생된 벽체 콘크리트와 후타설되는 슬라브 콘크리트가 견고하게 결합할 수 있다.

Reinforced apparatus and reinforced method for concrete column

본 발명은 콘크리트 기둥에 가해지는 외력에 의해 압축 파괴가 발생하는 것을 방지할 수 있는 콘크리트 기둥의 보강장치 및 콘크리트 기둥의 보강방법에 관한 것이다. 본 발명에 따른 콘크리트 기둥의 보강장치는 콘크리트로 형성된 기둥의 외주면을 감싸도록 설치되는 복수개의 보강판과, 상기 기둥을 중심으로 일측의 보강판에 설치되는 제1 체결부재와, 상기 기둥을 중심으로 타측의 보강판에 지지되는 헤드부와, 상기 헤드부로부터 상기 기둥에 형성되어 있는 관통홀을 통해 상기 제1 체결부재를 향해 연장되는 와이어와, 상기 와이어의 단부에 형성되며 상기 제1 체결부재와 나사결합되는 나사결합부를 포함하는 제2 체결부재를 구비하며, 상기 제1 체결부재에 상기 나사결합부를 체결하여 상기 와이어에 인장력이 걸리게 함으로써 상기 기둥에 포스트텐션이 도입되도록 형성된 것이다. The present invention relates to a reinforcement apparatus for a concrete column and a method for reinforcing a concrete column that can prevent the occurrence of compressive failure due to an external force applied to the concrete column. The reinforcing device for a concrete column according to the present invention comprises a plurality of reinforcement plates installed to surround an outer circumferential surface of a column made of concrete, a first fastening member provided on a reinforcement plate on one side of the column, A wire extending from the head portion to the first fastening member through a through hole formed in the post and a wire extending from the end of the wire to the first fastening member, And a second fastening member including a threaded portion to be threadedly coupled to the first fastening member and fastening the threaded portion to the first fastening member to apply a tensile force to the wire so that the post tension is introduced into the post.

Precast concrete truss support structure and construction method thereof

본 발명은 장경간 가시설 벽체를 지지하는 써포트 구조물을 프리캐스트 방식으로 공장에서 미리 제작하고 콘크리트 소재로 구성하여 강성을 만족시킬 수 있도록 그 구조가 개선된 프리캐스트 가시설 구조체 및 그 시공방법에 관한 것이다. 그 구성은 공장에서 미리 정형화된 형태로 제작되고 가시설 벽체의 내측면에 고정수단을 매개로 근접되게 배치되며 내부에 콘크리트가 충진되는 세그먼트 부재들과, 세그먼트 부재들의 단부와 접촉되어 결합수단을 매개로 일체화되어 다른 세그먼트 부재를 연결시키는 연결구로 이루어진 써포트 구조물로 구성된 것이다. 이에 따르면 본 발명은 전체적인 길이가 긴 장경간 가시설 벽체에 대한 충분한 지지력을 얻을 수 있을 뿐만 아니라, 프리캐스트 방식으로 제작되어 콘크리트 양생에 소요되는 시간을 단축시킬 수 있으므로 시공기간이 단축되는 등의 유용한 효과를 갖는다.

Reinforced concrete composite columns using precast high-performance fiber-reinforced cement

프리캐스트 고성능 섬유시멘트 복합체를 이용한 철근 콘크리트 복합기둥공법은 고성능 섬유시멘트 복합체를 이용한 프리캐스트 블럭을 이용하여 지진하중과 같은 횡하중을 받는 경우 기둥의 휨 위험단면인 소성힌지 발생 구간의 취약부에 위치시킨 후, 철근을 배근하고 거푸집을 설치하여 후타설 콘크리트를 타설하여 일체로 연결시공한다. 이와 같이 구성되는 프리캐스트 고성능 섬유시멘트 복합체를 이용한 철근 콘크리트 복합기둥공법에 의하면, 일반 콘크리트에 비해 비교적 고가인 고인성 섬유시멘트 복합체를 기둥 휨 위험단면부인 최적의 위치에 시공함으로써 시공 비용을 감소시킴과 동시에 지진력과 같은 외력에 대항할 수 있는 고인성 휨 성능을 을 가지고, 미리 제작된 프리캐스트 블럭을 이용하여 시공을 함으로써 공기를 단축시키고 작업효율을 상승시키는 이점이 있다. The reinforced concrete composite column method using the precast high-performance fiber cement composite is located in the weak part of the plastic hinge generation section, which is a risk section of the column when subjected to lateral load such as the earthquake load by using the precast block using the high-performance fiber cement composite. Reinforce the reinforcing bars, install the formwork, and install the post-casting concrete to connect integrally. According to the reinforced concrete composite column method using the precast high-performance fiber cement composite structure, the construction cost is reduced by constructing the high-toughness fiber cement composite which is relatively expensive compared to the general concrete at the optimal position, which is the risk section of column bending. At the same time, it has a high toughness bending performance that can cope with external forces such as seismic force, and has the advantage of shortening the air and increasing work efficiency by constructing using a precast block manufactured in advance.

Method and structure for prefabricating architecture

一种用可堆砌模块(600)组装的结构，每一模块由多个预制、可运输的块(100，250，200，300，350，370，400，970)组装而成。这些块通常是在可重复利用的模具中用钢筋混凝土浇筑而成。模块框架块可以包括拱形角块(200)、与一对角块互锁的栓块(300)和可选的中央块(350)。其它结构部件包括屋顶、地板和与框架模块互锁的墙体部件。模块可以堆砌或嵌套以形成包括建筑、高架道路和停车库的结构。使用设施可以通过在角部件中形成的可选导管(211)提供。框架支撑提高地板模块便于机械系统安装和改造。屋顶部件支撑有用的平台和雨水收集装置。这些块是可拆除和可重复利用的。模块在建造过程中自支持，且组装可以不用紧固件。

Connecting structure of prefabricated steel column frame and steel beam frame

The present invention relates to a combination structure of a prefabricated steel column frame and a steel beam frame. According to the present invention, the combination structure of a prefabricated steel column and a steel beam frame combines a steel column frame, which comprises: a plurality of main rebars; and a strap rebar, and a steel beam frame, which comprises: a plurality of beam rebars; and a web, and comprises: a first fixed unit which is fixated on the end unit of the steel beam frame; a plurality of fixed rebars which are placed in a position corresponding to the beam rebars in a direction to cross the steel column frame and which are fixated on the steel column frame; a second fixed unit which is fixated on the end unit of the fixed rebars; a fastening member which temporarily combines the first fixed unit and the second fixed unit with the first fixed unit in contact with the second fixed unit; and a connector member which structurally connects the beam rebar and the fixed rebars. The present invention aims to provide a combination structure of a prefabricated steel column frame and a steel beam frame, which can perform a structural connecting process, which takes up much time, without using a crane and can improve efficiency in using the crane.

Fabricated concrete frame joint and construction method thereof

本发明公开了一种装配式混凝土框架节点及其施工方法，节点包括预制柱和预制梁；预制柱包括柱主体和柱连接筋，柱连接筋的外端伸至柱主体外，相邻两预制柱上、下对正布置、对应位置处的柱连接筋相连；预制梁连接于下部预制柱顶部外露的柱连接筋处。施工时先布置下部预制柱，将预制梁吊装至下部预制柱顶部，将外露的梁连接筋和柱连接筋通过箍筋绑扎成现浇区，向现浇区内浇注混凝土，预留芯榫插孔并保证柱连接筋的顶部外露；再吊装上部预制柱至下部预制柱上，将对应的柱连接筋通过螺纹套筒或钢柱脚相连；钢筋连接处支模后浇注混凝土养护即可。部件为结构简单的预制件，造价低且不影响其他施工；施工工艺便捷，连接方式简单可靠利于保证施工质量。

Construction method by using precast concrete column

The present invention relates to a single layer precast column comprising: a column body having a four-sided cross-section; a bracket part protruding from the column body to install a precast beam; four protrusions protruding from four corners of the upper surface of the column body and separated from each other; a main bar inserted into the column body and exposed upwards from each of the protrusions; and a connection hole formed in the lower surface of the column body to allow the main bar to be inserted. When the lower end of an upper column is connected to the protrusion, a space between the protrusions makes a bar arrangement hole through which an upper reinforcing bar of a precast beam penetrates, and the precast column corresponds to one layer. The present invention is not only easy to manufacture and transport because the precast column is separated into a single layer, but also the upper reinforcing bar is easily arranged by dividing a position where the upper reinforcing bar installed on the precast beam is laid. In addition, since the protrusions formed at the divided positions are spaced apart from each other and the main bar is exposed from each of the protrusions, the upper reinforcing bar can be easily arranged in the space between the protrusions. Each of the protrusions covers the main bar and the toughness of the protrusion is improved, thereby greatly reducing the damage of the protrusion. Also, since an upper layer column can be installed immediately without topping concrete being poured into a lower layer column, the construction period can be reduced.

building construction method

Assembly concrete orthogonal-diagonal lattice space lattice box structure tube-in-tube structure

本发明涉及一种装配式混凝土正交斜放空间网格盒式筒中筒结构，楼盖空腹梁的一端与周边网格式框架柱二对一刚性连接，空腹梁的另一端亦与核芯筒剪力墙二对一刚性连接；横向空腹楼盖与周边网格式框架单元化预制后，再分层安装，周边网格式框架柱柱网 a 1 与楼盖网格 a 2 = a 1 sian 45°抗侧刚度提高30%，减少四角部分柱的剪力滞后影响，工程造价降低25%，室内房间可自由划分，不受“有墙必有梁”的限制，在塔楼最大高度及楼层净高相同的条件下，降低了层高，增加了塔楼的层数。

Base support for wind-driven power generators

Disclosed are apparatus and corresponding methodology for providing a base support, such as including concrete, and used such as for a wind-driven generator. Precast concrete cylinders are stacked in place upon a platform that may be partially precast and partially cast in place during assembly and supported, in certain embodiments, by plural concrete legs, the other ends of which are supported on a unitary or subdivided concrete foundation. In other embodiments, the platform may be supported by ribbed concrete panels. The concrete cylinders are glued together using an epoxy and then secured by an internal vertical post tension system extending from the platform to the upper most cylinder. Different types of concrete are used between upper and lower sections of the stacked cylinders. The lower section uses reinforced concrete while the upper section used ultra high performance fiber reinforced concrete.

A kind of steel bar regeneration monolith beam-column joint and its construction method

本发明公开了一种钢筋再生块体混凝土梁‑柱节点，包括钢筋再生块体混凝土梁、钢筋再生块体混凝土柱、钢板箍、带凹槽的钢连接板和单端带螺纹的短钢筋棒，在与所述钢筋再生块体混凝土梁的上、下梁纵筋位置对应的节点核心区内分别设置有约束钢筋再生块体混凝土柱的柱纵筋的钢板箍和带凹槽的钢连接板；带凹槽的钢连接板焊接在钢板箍上。本发明还公开了一种钢筋再生块体混凝土梁‑柱节点的施工方法。本发明不仅解决了钢筋再生块体混凝土梁的梁纵筋贯通节点核心区造成钢筋拥挤以至于无法在节点核心区投放废旧混凝土块体的难题，而且还通过改变单端带螺纹的短钢筋棒的直径，使其率先达到屈服形成塑性铰以消耗大量振动能量，从而提高整体结构的抗震性能。

Precast segment for structure and construction method therewith

A precast segment for structure and a construction method using the same are provided to construct a column structure like pier having a large diameter more easily by using the precast segment. A precast segment for structure comprises a precast segment(100) consisting of unit precast segments(110~160) which are installed in the traverse direction and embedded with a horizontal sheath(210) whose both ends are exposed outside and which are joined to be connected; and a tension member(200) which is inserted and fixed to the horizontal sheath to press and join the unit precast segments.

Prefabricated frame structure and cascaded prefabrication construction method thereof

本发明公开了一种预制框架结构及其串连预制建筑方法，所述预制框架结构包括：立柱（1）、与所述立柱（1）连接的主梁（2）、与所述主梁（2）连接的次梁（3）、以及楼面（5）；所述主梁（2）和次梁（3）采用预制件并设有预留外露钢筋；所述楼面（5）为叠合板，其下部采用预制板（51），该预制板（51）、主梁（2）和次梁（3）的顶部现浇混凝土从而将三者连结在一起。本发明的预制框架结构及其串连预制建筑方法能更有效的减少现场施工作业量，大量减少现场钉板，减少污染和浪费，并大大节约了人力资源，有效提高施工效率，进而缩短工期。

The water-storage tank of assembly type and method for constructing thereof

PURPOSE: A post structure for a water tank with an integral structure is provided to ensure more improved durability and structural rigidity when the post of a water tank is constructed since a PC post is integrated with a PC girder. CONSTITUTION: A post structure for a water tank with an integral structure comprises a PC post, and a PC girder. The PC post comprises a body(110), a protrusion(120), an upper post(130), a through hole(140), and a plurality of couplers. The protrusion is more externally protruded than the outer circumferential surface of the body to be extended to the leading end of the vertical direction of the body. The upper post is formed on the upper part of the protrusion. The through hole is formed on the outer circumferential surface of the upper post in a manner that one and other inner and outer parts pass through each other.

Building system and method

公开了一种用于组装多个预制部件以形成结构的系统，该系统包括：第一提升装置，用于将至少一个预制部件从源地点运输到指定地点；第二提升装置，用于在指定地点处接合所述至少一个预制部件；其中所述第二提升装置包括接合工具以接合所述至少一个预制部件的一部分以在所述指定地点处进行安装，并且其中所述接合工具能够在至少两个运动自由度下移动被接合的预制部件。在一些实施例中，接合工具包括多个锁。

Production of precast concrete wall unit with wing wall and production method of the precast concrete wall

The present invention relates to a manufacturing device for mass-producing a concrete wall plate of a vertical member in a factory to form an outer wall and an inner wall of a building. The manufacturing device is composed of a plurality of shutters installed between each bay so that a number of bays serving as concrete placement spaces for wall plate production can be continuously formed; an internal vertical plate mold detachably attached to the inner surface of the central portion of the shutter so that a main wall plate and a wing wall plate perpendicular thereto are simultaneously formed; a side edge mold detachably attached to the inner surface of the edge portion of the shutter to set the left and right ends of the wall plate; and a floor mold installed in the lower portion of the bay to set the lower end of the wall plate. Each of the shutters is installed so that the shutters can be moved in the vertical direction of the plane independently along a moving rail installed on a floor plate of the site to overlap each other.

Method for automated installation of the power structure of a gravitational energy storage device and a set of devices for its implementation

FIELD: construction.SUBSTANCE: method for automated installation of the power structure of the gravitational energy storage device and the complex of devices for its implementation refer to the complex of devices used in construction, and the method for its implementation, including with the possibility of automated installation.EFFECT: possibility of automated installation of the power structure of the gravitational energy storage with minimization of human participation in the process of installation work within the contour of the structure being erected.19 cl, 11 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 759 467 C1 (51) МПК E04G 21/14 (2006.01) E04B 1/20 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (52) СПК E04G 21/14 (2021.08); E04B 1/20 (2021.08) (21)(22) Заявка: 2021112192, 28.04.2021 (24) Дата начала отсчета срока действия патента: Дата регистрации: 15.11.2021 (45) Опубликовано: 15.11.2021 Бюл. № 32 2 7 5 9 4 6 7 R U (73) Патентообладатель(и): Публичное акционерное общество "Федеральная гидрогенерирующая компания - РусГидро" (RU) (56) Список документов, цитированных в отчете о поиске: CN 1155029 A, 23.07.1997. RU 2606886 C1, 10.01.2017. KR 100980806 B1, 10.09.2010. RU 2743988 C1, 01.03.2021. RU 2712845 C1, 31.01.2020. RU 2732741 C1, 22.09.2020. SU 730941 A1, 30.04.1980. (54) Способ автоматизированного монтажа силовой конструкции гравитационного накопителя энергии и комплекс устройств для его осуществления (57) Реферат: Способ автоматизированного монтажа Технический результат заявленного изобретения силовой конструкции гравитационного заключается в возможности автоматизированного накопителя энергии и комплекс устройств для его монтажа силовой конструкции гравитационного осуществления относятся к комплексу устройств, накопителя энергии с минимизацией участия используемых при строительстве, и способу его человека в процессе монтажных работ внутри реализации, в том числе с возможностью контура возводимой ...

Anti-seismic structure for improving lateral movement rigidity and energy consumption of reinforced concrete frame

本发明涉及一种提高钢筋混凝土框架侧移刚度及耗能的抗震结构，属于钢筋混凝土结构技术领域。包括两侧竖直的框架柱和固定在两侧框架柱之间的横向的框架梁，框架柱和框架梁所形成的夹角之间通过腋撑加固，腋撑通过预埋件与框架柱和框架梁连接。腋撑数量、腋撑与框架柱和框架梁的夹角可以根据结构设计的要求确定，以使该结构的受力合理。本发明有利于框架结构空间灵活布置，受力合理，施工方便，能很大的增强框架的整体侧移，同时也有很好的刚度抗震性能。

The simultaneous construction method of upper ? lower stories' frame, and the construction method of structure with cleanrooms thereof

본 발명은 주기둥만을 먼저 시공한 상태에서 보 및 슬래브를 시공하여 하층부의 주요 골조를 1차 완성하고 이어 상층부의 골조를 시공하면서 동시에 하층부의 샛기둥을 설치하여 하층부의 골조를 마무리하도록 함으로써 공기단축에 효과적인 상하층의 골조를 병행 시공하는 방법과, 이를 반도체, 전자, TFT-LCD 산업과 같이 클린룸이 요구되는 공장건축물에 적용하여 협소한 부지내에 복층구조의 클린룸 건축물을 구축함에 있어 초단기에 골조공사를 완료할 수 있도록 한 클린룸 건축물 골조의 시공방법에 관한 것이다. The present invention constructs the main frame of the lower layer first by constructing beams and slabs in the state of constructing only the main pillar first, followed by constructing the upper frame of the lower layer and installing the lower pillar of the lower layer to finish the lower frame of the lower layer. The method of constructing the structure of the upper and lower layers in parallel to the construction, and applying it to the factory building which requires the clean room such as the semiconductor, electronics, and TFT-LCD industries, is very effective in constructing the multi-storey clean room building in the narrow site. It relates to the construction method of clean room building frame which completed frame construction. 클린룸, 병행시공, 골조, 프리캐스트, 연속보, 샛기둥 Clean room, Parallel construction, Framed, Precast, Continuous beam, Steel column

A kind of prefabrication prefabricated components exempt to support installation method

本发明涉及建筑施工技术领域，具体涉及一种预制装配式建筑预制构件免支撑安装方法。是采用定型角码固定在预制柱、预制叠合梁顶部，来支撑预制叠合梁、叠合板等构件，实现了装配式建筑预制构件的不搭设可调独立支撑体系或钢管扣件支撑体系的安装方法。构件安装就位后，易可根据叠合板结构上荷载作业情况或堆载情况，在叠合梁、叠合板下增加可调独立支撑或钢管支撑等，方法灵活、便捷。预制柱顶与叠合梁侧的支撑角码，在结构楼面整浇层浇捣完成并养护至拆模强度后，可拆除再利用。