CN209760545U - Floor board and shear wall corner steel construction for assembly type building and assembly type building - Google Patents

Floor board and shear wall corner steel construction for assembly type building and assembly type building Download PDF

Info

Publication number
CN209760545U
CN209760545U CN201920130124.XU CN201920130124U CN209760545U CN 209760545 U CN209760545 U CN 209760545U CN 201920130124 U CN201920130124 U CN 201920130124U CN 209760545 U CN209760545 U CN 209760545U
Authority
CN
China
Prior art keywords
steel
bar truss
steel bar
shear
cold
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN201920130124.XU
Other languages
Chinese (zh)
Inventor
姜龙
苏志刚
景恒勇
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Henan Tianjiu Assembly Building Co Ltd
Original Assignee
Henan Tianjiu Assembly Building Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Henan Tianjiu Assembly Building Co Ltd filed Critical Henan Tianjiu Assembly Building Co Ltd
Priority to CN201920130124.XU priority Critical patent/CN209760545U/en
Application granted granted Critical
Publication of CN209760545U publication Critical patent/CN209760545U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model discloses a floor board and shear wall corner steel construction for assembly type building and assembly type building belongs to assembly type building technical field, floor board and shear wall corner steel construction for assembly type building include floor carrier plate, steel sheet shear force wall and toggle pin, floor carrier plate passes through the fixed connection of toggle pin on the steel sheet shear force wall; the floor support plate comprises plate layer concrete, a first steel bar truss, a second steel bar truss, a third steel bar truss and additional steel bars, wherein the first steel bar truss, the second steel bar truss, the third steel bar truss and the additional steel bars are arranged inside the plate layer concrete, and the second steel bar truss is arranged between the first steel bar truss and the third steel bar truss; the utility model discloses can accelerate the construction operation progress for engineering cost greatly reduced has wide application prospect.

Description

Floor board and shear wall corner steel construction for assembly type building and assembly type building
Technical Field
The utility model relates to an assembly type structure technical field specifically is a floor board and shear force corner steel construction and assembly type structure for assembly type structure.
Background
Buildings assembled from prefabricated parts at the site are called fabricated buildings. The construction method is divided into five types, namely building block buildings, plate buildings, box buildings, framework plate buildings, lifting plate and rising building and the like according to the form and the construction method of the prefabricated part; with the development of modern industrial technology, building houses can be manufactured in batches and sets like machine production. The prefabricated house components are transported to a construction site to be assembled. A large amount of assembly operations on site in the assembly type building are greatly reduced compared with the original cast-in-place operation.
Among the prior art, the floor board among the assembly type structure is perfect inadequately with the structure of shear force wall angle steel for assembly type structure can not the wide use in the building field, consequently, the utility model provides a floor board and shear force wall angle steel construction and assembly type structure for assembly type structure.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a floor board and shear force corner steel construction and assembly type structure for assembly type structure to solve the problem that proposes among the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme:
A steel structure of a floor plate and a shear wall corner for an assembly type building comprises a floor support plate, a steel plate shear wall and studs, wherein the floor support plate is fixedly connected to the steel plate shear wall through the studs; the floor carrier plate includes floor concrete, first steel bar truss, second steel bar truss, third steel bar truss and additional reinforcing bar set up inside floor concrete, the second steel bar truss sets up between first steel bar truss and third steel bar truss, the roof elevation of floor carrier plate is 120 mm.
As a further aspect of the present invention: first steel bar truss and third steel bar truss parallel arrangement, the top and the first steel bar truss fixed weld of second steel bar truss, the bottom and the third steel bar truss fixed weld of second steel bar truss, the additional reinforcing bar is that the cross form welds and forms for two reinforcing bars, and the splice of additional reinforcing bar is with first steel bar truss and third steel bar truss fixed weld.
As a further aspect of the present invention: the steel plate shear wall comprises a wall body, cold-bending angle steel assemblies, first cold-bending angle steel and second cold-bending angle steel, wherein the cold-bending angle steel assemblies are arranged inside the wall body and are uniformly distributed on the inner wall of the wall body every 100mm, and the cold-bending angle steel assemblies are made of two first cold-bending angle steel or two second cold-bending angle steel.
As a further aspect of the present invention: and the four corners of the wall body are fixedly provided with second cold-bending angle steels, and the first cold-bending angle steels are fixedly welded on the second cold-bending angle steels on the left side of the wall body at positions corresponding to the cold-bending angle steel assemblies.
As a further aspect of the present invention: the right end of the floor bearing plate and the right end of a third steel bar truss on the floor bearing plate are respectively fixedly connected to the first cold-bending angle steel through a stud, one stud is arranged in the horizontal direction, the other stud is arranged in the vertical direction, and the distance between the stud in the horizontal direction and the stud in the vertical direction is 100 mm; the distance between every two pegs in the horizontal direction is 200mm, and the distance between every two pegs in the vertical direction is 200 mm.
As a further aspect of the present invention: the specifications of the stud are as follows: the diameter is 10mm, and the length is 100 mm.
As a further aspect of the present invention: the specifications of the first cold-bending angle steel and the second cold-bending angle steel are as follows: the width of the edge is 100mm, and the thickness of the edge is 8 mm.
An assembly type building comprises a floor plate for the assembly type building and a steel structure of a shear wall corner.
Compared with the prior art, the beneficial effects of the utility model are that:
The utility model relates to a floor plate and shear wall corner steel structure for an assembly type building and a connecting method thereof, the floor plate and the shear wall corner steel structure for the assembly type building are firm and durable, have the advantages of heat preservation, environmental protection, energy conservation, easy manufacture and low cost, and greatly improve the anti-seismic and durable performances of the assembly type building; the utility model discloses still can be used to make various similar totally enclosed novel light sandwich reinforcing bar masonry structure, be applicable to 8 degrees antidetonation and fortify the interior outer wall structure construction in the cold district assembled residential housing structure in the north more than the intensity level, have wide application prospect.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a schematic structural view of the middle floor support plate of the present invention.
Fig. 3 is a schematic structural view of the middle steel plate shear wall of the present invention.
Fig. 4 is the utility model discloses well assembly type is floor board and shear wall corner steel construction's for building connection schematic diagram.
In the figure: 1-floor bearing plate, 11-slab concrete, 12-first steel bar truss, 13-second steel bar truss, 14-third steel bar truss, 15-additional steel bar, 2-steel plate shear wall, 21-wall, 22-cold bending angle steel component, 23-first cold bending angle steel, 24-second cold bending angle steel and 3-stud.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Example one
Referring to fig. 1 to 3, in an embodiment of the present invention, an assembly type building floor slab and shear wall corner steel structure includes a floor slab 1, a steel plate shear wall 2 and studs 3, wherein the floor slab 1 is fixedly connected to the steel plate shear wall 2 through the studs 3; floor carrier plate 1 includes floor concrete 11, first steel bar truss 12, second steel bar truss 13, third steel bar truss 14 and additional reinforcing bar 15 set up inside floor concrete 11, second steel bar truss 13 sets up between first steel bar truss 12 and third steel bar truss 14, the board top elevation of floor carrier plate 1 is 120 mm.
The embodiment of the utility model provides an in, first steel bar truss 12 and the 14 parallel arrangement of third steel bar truss, the top and the 12 fixed weldings of first steel bar truss of second steel bar truss 13, the bottom and the 14 fixed weldings of third steel bar truss of second steel bar truss 13, additional reinforcing bar 15 is the cross form welding for two reinforcing bars and forms, additional reinforcing bar 15's welding department and first steel bar truss 12 and the 14 fixed weldings of third steel bar truss.
The embodiment of the utility model provides an in, steel sheet shear force wall 2 includes wall body 21, clod wash angle steel subassembly 22, first clod wash angle steel 23 and second clod wash angle steel 24, clod wash angle steel subassembly 22 sets up inside wall body 21, and clod wash angle steel subassembly 22 is every 100mm evenly distributed at wall body 21 inner wall, clod wash angle steel subassembly 22 is made for two first clod wash angle steel 23 or two second clod wash angle steel 24.
The embodiment of the utility model provides an in, four corners of wall body 21 are all fixed and are provided with second angle steel 24 that clogs, the fixed welding of first angle steel 23 corresponds angle steel 22 on the second angle steel 24 on the left of wall body 21's position that clogs.
In the embodiment of the utility model, the right end of the floor support plate 1 and the right end of the third steel bar truss 14 on the floor support plate 1 are respectively fixedly connected to the first cold-bending angle steel 23 through a stud 3, wherein one stud 3 is arranged in the horizontal direction, the other stud 3 is arranged in the vertical direction, and the distance between the stud 3 in the horizontal direction and the stud 3 in the vertical direction is 100 mm; the distance between every two pegs 3 in the horizontal direction is 200mm and the distance between every two pegs 3 in the vertical direction is 200 mm.
In the embodiment of the present invention, the specification of the stud 3 is: the diameter is 10mm, and the length is 100 mm.
In the embodiment of the utility model, the specification of first angle steel 23 and the angle steel 24 of second clod wash is: the width of the edge is 100mm, and the thickness of the edge is 8 mm.
Example two
The embodiment of the utility model provides an in, provide an assembly type structure including floor board for assembly type structure and shear force corner steel construction, assembly type structure floor board and shear force corner steel construction and embodiment one the same.
It needs to be further explained that the specific construction method of the utility model is as follows: referring to fig. 4, the method includes the following steps: manufacturing a floor support plate 1 and a steel plate shear wall 2; step two, connecting the floor bearing plate 1 and the steel plate shear wall 2; thirdly, pouring concrete; the first step refers to: manufacturing a plurality of floor plates and shear wall corner steel structures for the prefabricated building, and not filling the plate concrete 11 when manufacturing the floor support plate 1; the second step refers to: connecting a floor bearing plate 1 of non-poured plate layer concrete 11 in a steel structure of a floor plate and a shear wall corner for an assembly type building with a steel plate shear wall 2; the third step is that: and pouring floor concrete 11 on the plurality of floor decks 1 connected in the step two.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.

Claims (8)

1. A steel structure of a floor plate and a shear wall corner for an assembly type building comprises a floor bearing plate (1), a steel plate shear wall (2) and studs (3), wherein the floor bearing plate (1) is fixedly connected to the steel plate shear wall (2) through the studs (3); the floor support plate (1) is characterized by comprising plate layer concrete (11), a first steel bar truss (12), a second steel bar truss (13), a third steel bar truss (14) and additional steel bars (15), wherein the first steel bar truss (12), the second steel bar truss (13), the third steel bar truss (14) and the additional steel bars (15) are arranged inside the plate layer concrete (11), and the second steel bar truss (13) is arranged between the first steel bar truss (12) and the third steel bar truss (14); the steel plate shear wall (2) comprises a wall body (21), a cold-bending angle steel assembly (22), a first cold-bending angle steel (23) and a second cold-bending angle steel (24).
2. The fabricated building floor slab and shear wall corner steel structure according to claim 1, wherein the first steel bar truss (12) and the third steel bar truss (14) are arranged in parallel, the top of the second steel bar truss (13) is fixedly welded with the first steel bar truss (12), the bottom of the second steel bar truss (13) is fixedly welded with the third steel bar truss (14), the additional steel bars (15) are formed by welding two steel bars in a cross shape, and the welding positions of the additional steel bars (15) are fixedly welded with the first steel bar truss (12) and the third steel bar truss (14); the plate top elevation of the floor bearing plate (1) is 120 mm.
3. the fabricated building floor and shear wall angle steel structure of claim 2, wherein the cold-bending angle steel assemblies (22) are arranged inside the wall body (21), the cold-bending angle steel assemblies (22) are uniformly distributed on the inner wall of the wall body (21) every 100mm, and the cold-bending angle steel assemblies (22) are made of two first cold-bending angle steels (23) or two second cold-bending angle steels (24).
4. The fabricated building floor slab and shear wall corner steel structure according to claim 3, wherein a second cold-bending angle steel (24) is fixedly arranged at each of four corners of the wall body (21), and the first cold-bending angle steel (23) is fixedly welded on the second cold-bending angle steel (24) at the left side of the wall body (21) in a position corresponding to the cold-bending angle steel assembly (22).
5. The fabricated building floor plate and shear wall corner steel structure as claimed in claim 2, wherein the right end of the floor deck (1) and the right end of the third steel bar truss (14) on the floor deck (1) are fixedly connected to the first cold-bending angle steel (23) through a stud (3), respectively, wherein one stud (3) is horizontally arranged, the other stud (3) is vertically arranged, and the distance between the stud (3) in the horizontal direction and the stud (3) in the vertical direction is 100 mm; the distance between every two pegs (3) in the horizontal direction is 200mm, and the distance between every two pegs (3) in the vertical direction is 200 mm.
6. The fabricated building floor slab and shear wall corner steel structure according to claim 5, wherein the studs (3) are of the specifications: the diameter is 10mm, and the length is 100 mm.
7. The fabricated building floor slab and shear wall corner steel structure of claim 5, wherein the specifications of the first and second cold-formed angle steels (23, 24) are: the width of the edge is 100mm, and the thickness of the edge is 8 mm.
8. A fabricated building comprising the fabricated building floor slab of any one of claims 1 to 7 and a shear wall corner steel structure.
CN201920130124.XU 2019-01-25 2019-01-25 Floor board and shear wall corner steel construction for assembly type building and assembly type building Active CN209760545U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201920130124.XU CN209760545U (en) 2019-01-25 2019-01-25 Floor board and shear wall corner steel construction for assembly type building and assembly type building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201920130124.XU CN209760545U (en) 2019-01-25 2019-01-25 Floor board and shear wall corner steel construction for assembly type building and assembly type building

Publications (1)

Publication Number Publication Date
CN209760545U true CN209760545U (en) 2019-12-10

Family

ID=68750374

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201920130124.XU Active CN209760545U (en) 2019-01-25 2019-01-25 Floor board and shear wall corner steel construction for assembly type building and assembly type building

Country Status (1)

Country Link
CN (1) CN209760545U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111485657A (en) * 2019-01-25 2020-08-04 河南天久装配式建筑有限公司 Floor plate and shear wall corner steel structure for assembly type building and connecting method thereof
CN111677173A (en) * 2020-06-15 2020-09-18 银广厦集团有限公司 Post-pouring construction method for main steel structure interpenetration and basement ribbed floor

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111485657A (en) * 2019-01-25 2020-08-04 河南天久装配式建筑有限公司 Floor plate and shear wall corner steel structure for assembly type building and connecting method thereof
CN111677173A (en) * 2020-06-15 2020-09-18 银广厦集团有限公司 Post-pouring construction method for main steel structure interpenetration and basement ribbed floor

Similar Documents

Publication Publication Date Title
CN104912190B (en) Dry type joggle frame structure
CN105544733B (en) For supporting the structural framing system of building and assembling its method
KR100908507B1 (en) High-strength steel-concrete composite beam using H-shaped steel and molded steel sheet
CN102979176B (en) Industrialized multi-story high-rise assembled steel structure system
CN204781322U (en) Steel core concrete column and outsourcing U -shaped steel -concrete composite beam connected node
CN103334490A (en) Multi-story high-rise fabricated steel structure framework supporting system
CN103993679B (en) Low layer assembling combined wall house bolt connection node structure
CN203452204U (en) Connecting node of prefabricated hollow steel-reinforced concrete column and steel girder
WO2005026466A1 (en) Prefabricated cage system for reinforcing concrete members
CN102561717A (en) Method for reinforcing brick-concrete structure by utilizing angle steel frame
CN203174770U (en) Connection structure of prefabricated column and construction site base and building
CN105839813A (en) Assembly type thermal insulation energy saving wall board with groovechannel steel connection piece, and manufacture method thereof
CN204826308U (en) Structure assembly type structure is pieced together in advance to prefabricated shaped steel concrete shear force wall
CN102127930A (en) Net die member for steel-concrete building and method for constructing enclosure by combining net die members and filling into a frame shear wall
CN206157897U (en) Assembled steel construction of high -rise structure system
CN102535682A (en) Replaceable connecting joint for wallboard components of precast concrete shear wall structures
JP5830195B2 (en) How to assemble a truss, suspend a formwork, and manufacture a ferrocement slab on site
CN106121086B (en) A kind of practice of the connecting structure of concrete-filled steel square tubular column with otic placode and fabricated shear wall
CN102995756B (en) Concrete-filled rectangular steel tube column-box girder full-bolt connection node and construction method
CN107366362A (en) A kind of assembling type steel structure Special-Shaped Column beam column node connection device with diagonal brace
CN103883029A (en) Assembling type reinforcing steel plate shear wall
CN204826348U (en) Compound floor board of three -dimensional light steel frame structure
CN103821261A (en) Assembly honeycomb steel plate shear wall
CN104060761A (en) U-shaped steel-concrete composite section beam and construction method of section beam
CN104612246A (en) Assembled monolithic concrete large-span frame structure system and assembling method thereof

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant