CN206971509U - A kind of concrete assembled composite floor system of cold bending thin wall C-shaped beam profiled sheet - Google Patents
A kind of concrete assembled composite floor system of cold bending thin wall C-shaped beam profiled sheet Download PDFInfo
- Publication number
- CN206971509U CN206971509U CN201720896849.0U CN201720896849U CN206971509U CN 206971509 U CN206971509 U CN 206971509U CN 201720896849 U CN201720896849 U CN 201720896849U CN 206971509 U CN206971509 U CN 206971509U
- Authority
- CN
- China
- Prior art keywords
- profiled sheet
- thin wall
- shaped beam
- bending thin
- cold bending
- 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
Links
Landscapes
- Floor Finish (AREA)
Abstract
The utility model discloses a kind of concrete assembled composite floor system of cold bending thin wall C-shaped beam profiled sheet, is related to prefabrication and assembly construction building field.It includes cold bending thin wall C-shaped beam, transverse steel, longitudinal reinforcement, U-shaped shearing-resistant member, profiled sheet, concrete；Described profiled sheet is arranged on the cold bending thin wall C-shaped beam, and is connected by tapping screw with cold bending thin wall C-shaped beam；Described U-shaped shearing-resistant member is connected by tapping screw with the cold bending thin wall C-shaped beam below profiled sheet and profiled sheet；Laying transverse steel, longitudinal reinforcement and concrete, the floor for making it form a whole above described profiled sheet.The utility model greatly improves prefabrication rate, shortens the duration, improves construction and installation quality；Increased profiled sheet, the girder truss substituted using the larger cold bending thin wall C-shaped beam of web width, improve the anti-bending bearing capacity of superstructure.
Description
Technical field
It the utility model is related to prefabrication and assembly construction building field, and in particular to a kind of cold bending thin wall C-shaped beam profiled sheet coagulation
Native assembled composite floor system.
Background technology
Light steel building construction has that dead load is light, security performance is high, anti-seismic performance is good, labor intensity is low, material can follow
Ring utilize, beneficial to environmental protection the advantages that.The fado that does of floor beam uses purlin in the floor system of existing light steel building construction
The mode set a roof beam in place, the lightgage steel joist steel wall thickness for cold formed steel structure building is very thin, lightgage steel joist girder truss superstructure
Therefore the anti-bending bearing capacity of system is restricted by steel wall thickness, be unfavorable for light weight steel structure industrialized development.
Utility model content
The purpose of this utility model is that solve above-mentioned deficiency, there is provided a kind of cold bending thin wall C-shaped beam profiled sheet concrete
Assembled composite floor system.
To achieve the above object, technical solution of the present utility model is：A kind of cold bending thin wall C-shaped beam profiled sheet mixes
Coagulate native assembled composite floor system, including it is cold bending thin wall C-shaped beam, transverse steel, longitudinal reinforcement, U-shaped shearing-resistant member, profiled sheet, mixed
Solidifying soil.The cold bending thin wall C-shaped beam drags beam, end to strengthen support and connects into frame structure by collateral support, end support, flooring；Institute
The collateral support stated, end support, flooring drag and perforation hole are provided with beam；Described profiled sheet is arranged at the cold bending thin wall C-shaped beam
On, and be connected by tapping screw with cold bending thin wall C-shaped beam；Described U-shaped shearing-resistant member by tapping screw and profiled sheet and
Cold bending thin wall C-shaped beam connection below profiled sheet；Laying transverse steel, longitudinal reinforcement and coagulation above described profiled sheet
Soil, the floor for making it form a whole.
Further, the middle cold bending thin wall C-shaped beam drags beam, end to strengthen support and passed through by collateral support, end support, flooring
Tapping screw is assembled into frame structure, and the collateral support, end supports, flooring drags beam, end reinforcement support is zinc-plated, aluminum-zinc alloy steel
Band cold roll forming.
Further, described profiled sheet is by zinc-plated, the corrugated steel plate of aluminum-zinc alloy cold rolling band steel, and passes through self tapping
Position of the screw along profiled sheet trough is arranged on cold bending thin wall C-shaped beam.
Further, described U-shaped shearing-resistant member is to be molded by zinc-plated, aluminum-zinc alloy steel strip cold-bending, and passes through tapping screw edge
The position of profiled sheet trough is arranged on the cold bending thin wall C-shaped beam below profiled sheet and profiled sheet.
The beneficial effects of the utility model are：Greatly improve cold bending thin wall C-shaped beam profiled sheet concrete matched formula combination building
The building element prefabrication rate of lid, the human factor of construction error is reduced, improve construction and installation quality；Increased die mould steel
Plate is connected by tapping screw and C-shaped shearing-resistant member and the lightgage steel joist girder truss of lower section, enhances armored concrete and die mould steel
The adhesion of plate, improve the anti-bending bearing capacity of superstructure；It instead of using the larger cold bending thin wall C-shaped beam of web width past
Lightgage steel joist girder truss, it further increasing the anti-bending bearing capacity of superstructure.
Brief description of the drawings：
Fig. 1 is the structural representation of the cold bending thin wall C-shaped beam in the utility model.
Fig. 2 is structural representation of the present utility model.
Fig. 3 is partial enlargement structural representation of the present utility model.
In figure：1-collateral support, 2-perforation hole, 3-end support, 4-flooring drag beam, 5-end strengthen support, 6-it is cold
Curved thin-walled C-shaped beam, 7-transverse steel, 8-longitudinal reinforcement, 9-U-shaped shearing-resistant member, 10-profiled sheet, 11-concrete.
Embodiment
As shown in Figure 1, Figure 2 and Figure 3, the concrete assembled composite floor system of a kind of cold bending thin wall C-shaped beam profiled sheet, including
Cold bending thin wall C-shaped beam 6, transverse steel 7, longitudinal reinforcement 8, U-shaped shearing-resistant member 9, profiled sheet 10, concrete 11.The clod wash is thin
Wall C-shaped beam drags beam 4, end to strengthen support 5 and connects into frame structure by collateral support 1, end support 3, flooring；Described collateral support 1,
End support 3, flooring drag and perforation hole 2 are provided with beam 4；Described profiled sheet 10 is arranged on the cold bending thin wall C-shaped beam 6, and
It is connected by tapping screw with cold bending thin wall C-shaped beam 6；Described U-shaped shearing-resistant member 9 passes through tapping screw and profiled sheet 10 and pressure
Cold bending thin wall C-shaped beam 6 below shape steel plate connects；The top of described profiled sheet 10 laying transverse steel 7, longitudinal reinforcement 8 and
Concrete 11, the floor for making it form a whole.
Preferably, described cold bending thin wall C-shaped beam drags beam 4, end to strengthen support 5 and led to by collateral support 1, end support 3, flooring
Cross tapping screw to assemble, it is that 1.2mm thickness is aluminized that the collateral support 1, end, which support 3, flooring to drag beam 4, end to strengthen support 5,
The C-shaped lightgage steel joist of zinc steel strip cold-bending shaping.
Preferably, it by zinc-plated, aluminum-zinc alloy steel strip cold-bending contoured cross-section size is corrugation pitch that described profiled sheet 10, which is,
Height 45mm, thickness are 0.75mm corrugated steel plate between 137mm* trough spacing 145mm* Wave crest and wave troughs, and pass through self tapping spiral shell
Nail is arranged on cold bending thin wall C-shaped beam 6 along the position of profiled sheet trough.
Preferably, it by zinc-plated, aluminum-zinc alloy steel strip cold-bending contoured cross-section size is web height that described U-shaped shearing-resistant member 9, which is,
60mm* flange width 20mm* length 15mm, the U-shaped keel that thickness is 1.5mm, and by tapping screw along the ripple of profiled sheet 10
The position of paddy is arranged on the cold bending thin wall C-shaped beam 6 below profiled sheet and profiled sheet.
Preferably, the described top of profiled sheet 10 is equipped with φ 8 longitudinally, laterally reinforcing bar 7,8, and bar spacing is
150mm, and placing intensity grade is more than C20 concrete.
The utility model greatly improves the building element work of cold bending thin wall C-shaped beam profiled sheet concrete matched formula composite floor system
The prefabricated rate of factory, the human factor of construction error is reduced, improve construction and installation quality；Increased profiled sheet passes through tapping screw
And C-shaped shearing-resistant member and the lightgage steel joist girder truss of lower section connect, and enhance the adhesion of armored concrete and profiled sheet, improve
The anti-bending bearing capacity of superstructure；Past lightgage steel joist girder truss instead of using the larger cold bending thin wall C-shaped beam of web width,
It further increasing the anti-bending bearing capacity of superstructure.
Above-described embodiment is exemplary, limit that should not be using the embodiments herein as the utility model interest field
It is fixed.
Claims (2)
- A kind of 1. concrete assembled composite floor system of cold bending thin wall C-shaped beam profiled sheet, it is characterised in that：Including cold bending thin wall C Ellbeam, transverse steel, longitudinal reinforcement, U-shaped shearing-resistant member, profiled sheet, concrete；The cold bending thin wall C-shaped beam is by collateral support, end Support, flooring drag beam, end to strengthen support and connect into frame structure；Described collateral support, end support, flooring are dragged to be provided with beam and worn Pore；Described profiled sheet is by zinc-plated, the corrugated steel plate of aluminum-zinc alloy cold rolling band steel, and by tapping screw along die mould steel The position of Lamb wave paddy is arranged on cold bending thin wall C-shaped beam；Described U-shaped shearing-resistant member passes through tapping screw and profiled sheet and die mould Cold bending thin wall C-shaped beam connection below steel plate；Laying transverse steel, longitudinal reinforcement and concrete above described profiled sheet, Make the floor that it forms a whole.
- 2. a kind of concrete assembled composite floor system of cold bending thin wall C-shaped beam profiled sheet according to claim 1, its feature It is：The collateral support, end support, flooring drag beam, end to strengthen support and are molded for zinc-plated, aluminum-zinc alloy steel strip cold-bending；Described U Shape shearing-resistant member is to be molded by zinc-plated, aluminum-zinc alloy steel strip cold-bending, and is arranged on by position of the tapping screw along profiled sheet trough On cold bending thin wall C-shaped beam below profiled sheet and profiled sheet.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720896849.0U CN206971509U (en) | 2017-07-24 | 2017-07-24 | A kind of concrete assembled composite floor system of cold bending thin wall C-shaped beam profiled sheet |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720896849.0U CN206971509U (en) | 2017-07-24 | 2017-07-24 | A kind of concrete assembled composite floor system of cold bending thin wall C-shaped beam profiled sheet |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206971509U true CN206971509U (en) | 2018-02-06 |
Family
ID=61397312
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720896849.0U Active CN206971509U (en) | 2017-07-24 | 2017-07-24 | A kind of concrete assembled composite floor system of cold bending thin wall C-shaped beam profiled sheet |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206971509U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111894190A (en) * | 2020-06-29 | 2020-11-06 | 中铁第一勘察设计院集团有限公司 | Cold-formed thin-walled steel reinforced concrete composite beam slab system based on perforated angle steel shear keys |
| CN112081283A (en) * | 2020-09-12 | 2020-12-15 | 贵州大学 | Profiled steel sheet-phosphogypsum-calcium silicate board composite floor and manufacturing method thereof |
-
2017
- 2017-07-24 CN CN201720896849.0U patent/CN206971509U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111894190A (en) * | 2020-06-29 | 2020-11-06 | 中铁第一勘察设计院集团有限公司 | Cold-formed thin-walled steel reinforced concrete composite beam slab system based on perforated angle steel shear keys |
| CN112081283A (en) * | 2020-09-12 | 2020-12-15 | 贵州大学 | Profiled steel sheet-phosphogypsum-calcium silicate board composite floor and manufacturing method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106193311B (en) | Modular assembled building structure | |
| CN102493548A (en) | Steel structure concrete structure system and construction method thereof | |
| CN104179250B (en) | Light-board house system and construction method thereof | |
| CN205063126U (en) | Belted steel pipe truss superimposed sheet | |
| CN105019555A (en) | Novel steel reinforced concrete shearing wallboard fabricated building system | |
| CN206971509U (en) | A kind of concrete assembled composite floor system of cold bending thin wall C-shaped beam profiled sheet | |
| CN202324182U (en) | Steel-framework concrete structural system | |
| CN202031215U (en) | Combined floor of bar-mat reinforcement sheets and profiled steel sheets by adopting spot welding | |
| CN207048076U (en) | A kind of connecting structure of steel bar truss floor support plate and double steel plate compound shear wall | |
| CN206971511U (en) | A kind of concrete assembled composite floor system of lightgage steel joist truss profiled sheet | |
| CN109853873A (en) | Overlap concrete bidirectional stress insulation roof slab | |
| CN200952317Y (en) | Fluttered window component | |
| CN202299172U (en) | Organ structure type waterproof extension mechanism of roof gutter | |
| CN113089885A (en) | Light-duty combination shear wall of cold-formed steel | |
| CN202492946U (en) | Light steel ribbed bar internal mesh hollow cement partition wall | |
| CN102031750B (en) | Node structure of T-PBL (T-Perfobond Leiste) form of steel truss web member and concrete | |
| CN201460022U (en) | Cold bending thin-wall welded steel truss purline | |
| CN203174879U (en) | Quick-install truss and quick-install house using same | |
| CN102409786B (en) | Concrete reinforced channeled steel plate, building roof panel and construction method of building roof panel | |
| CN208309945U (en) | A kind of composite floor plate applied to structure with assembled lightweight steel building | |
| CN110042982B (en) | Combined structure assembly and manufacturing method and application thereof | |
| CN2873915Y (en) | Combined hollow large plate building cover of steel and concrete external hanging phosphogypsum fire-proof plate | |
| CN206616695U (en) | A kind of concrete panel and girt strip floor dry type connecting node | |
| CN2509256Y (en) | Combined roofing & floor Structure | |
| CN206256585U (en) | Assembled composite floor |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |