CN214117175U - Profiled steel sheet composite floor - Google Patents
Profiled steel sheet composite floor Download PDFInfo
- Publication number
- CN214117175U CN214117175U CN202022118990.2U CN202022118990U CN214117175U CN 214117175 U CN214117175 U CN 214117175U CN 202022118990 U CN202022118990 U CN 202022118990U CN 214117175 U CN214117175 U CN 214117175U
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- profiled
- profiled steel
- steel sheet
- riser
- composite floor
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Abstract
The utility model discloses a profiled sheet composite floor belongs to building engineering technical field, including the girder steel, the top of girder steel is provided with profiled sheet, profiled sheet's top interval is provided with the arch, and is provided with the recess between the arch, set up the spacing groove parallel with the recess in the arch at profiled sheet top, the interval is provided with the stopper in the arch at profiled sheet top, the inside of spacing groove is provided with longitudinal reinforcement, be provided with transverse reinforcement between the stopper, longitudinal reinforcement and transverse reinforcement mutually perpendicular, be provided with shear-resistant toggle bolt between girder steel and the profiled sheet. The utility model discloses the setting of profiled sheet tip riser and second riser can support both ends position department respectively, has improved the support stability of tip, and utilizes draw-in groove on the riser and the cooperation of fixture block on the second riser to use, can improve the compactness of connecting between the profiled sheet, and the practicality is higher.
Description
Technical Field
The utility model relates to a composite floor especially relates to a profiled sheet composite floor, belongs to building engineering technical field.
Background
With the mass rise of steel structure buildings in China, the multi-story and high-rise steel structure buildings are more and more emphasized by various governments, large steel structure companies and real estate developers by the series of advantages of high strength, light dead weight, good earthquake resistance, high construction speed, low foundation cost, small occupied area, high industrialization degree, attractive appearance, environmental protection and the like, and in the multi-story and high-rise steel structure building engineering, the selection of a floor system is an important link, and the superior floor system has the characteristics of high strength, light dead weight, good earthquake resistance, short construction period, high industrialization degree and the like;
but current composite floor is at the in-process of building, and traditional profiled sheet junction stability is relatively poor, and can't stabilize spacingly to the reinforcing bar, influences the stability of floor, consequently, the utility model provides a profiled sheet composite floor is in order to solve the problem that exists among the prior art.
SUMMERY OF THE UTILITY MODEL
The utility model mainly aims at providing a profiled sheet composite floor to it is relatively poor to solve among the prior art tooth profile steel sheet connection stability, and can't carry out spacing problem to the reinforcing bar.
The purpose of the utility model can be achieved by adopting the following technical scheme:
the utility model provides a profiled sheet composite floor, includes the girder steel, the top of girder steel is provided with profiled sheet, profiled sheet's top interval is provided with the arch, and is provided with the recess between the arch, set up the spacing groove parallel with the recess in the arch at profiled sheet top, the interval is provided with the stopper in the arch at profiled sheet top, the inside of spacing groove is provided with longitudinal reinforcement, be provided with transverse reinforcement between the stopper, longitudinal reinforcement and transverse reinforcement mutually perpendicular, be provided with the shear bolt nail between girder steel and the profiled sheet, and the concrete face has been laid at profiled sheet's top.
Preferably: one end of profiled steel sheet is fixed with the first riser, and the other end of profiled steel sheet is fixed with the second riser, the bottom of first riser and second riser is parallel with the bottom surface of profiled steel sheet.
Preferably: the clamping groove is formed in the first vertical plate, the clamping block is fixed on the second vertical plate, and the clamping groove and the clamping block are clamped mutually.
Preferably: and a rubber sealing layer is arranged on the outer side of the clamping block.
Preferably: the protrusion and the groove at the top of the profiled steel sheet are both trapezoidal.
Preferably: the profiled steel sheet and the limiting block are integrally formed by die-casting.
The utility model has the advantages that:
the utility model provides a pair of profiled sheet composite floor, the setting of profiled sheet tip riser and second riser, can support both ends position department respectively, the support stability of tip has been improved, and utilize the cooperation of the last draw-in groove of riser and the last fixture block of second riser to use, can improve the compactness of connecting between the profiled sheet, the practicality is higher, the setting of spacing groove and top stopper on the profiled sheet, it can carry on spacingly to longitudinal reinforcement to utilize the spacing groove, and can degree horizontal reinforcing bar through the stopper and carry on spacingly, the cloud that gathers in clearance when not only having ensured steel bar connection, composite floor's stability has been improved simultaneously, the practicality is stronger.
Drawings
Fig. 1 is a front view of the present invention;
fig. 2 is a sectional view of a profiled steel sheet according to the present invention;
fig. 3 is the structural schematic diagram of the profiled steel sheet connection point of the present invention.
In the figure: 1. a steel beam; 2. profiled steel sheets; 3. a limiting groove; 4. a limiting block; 5. longitudinal reinforcing steel bars; 6. transverse reinforcing steel bars; 7. shear resistant studs; 8. a concrete surface; 9. a first vertical plate; 10. a second vertical plate; 11. a card slot; 12. and (7) clamping blocks.
Detailed Description
In order to make the technical solutions of the present invention clearer and clearer for those skilled in the art, the present invention will be described in further detail with reference to the following embodiments and drawings, but the embodiments of the present invention are not limited thereto.
As shown in fig. 1-3, this embodiment provides a profiled steel sheet composite floor, including girder steel 1, girder steel 1's top is provided with profiled steel 2, profiled steel 2's top interval is provided with the arch, and be provided with the recess between the arch, set up the spacing groove 3 parallel with the recess in the arch at profiled steel 2 top, the interval is provided with stopper 4 in the arch at profiled steel 2 top, the inside of spacing groove 3 is provided with longitudinal reinforcement 5, be provided with horizontal reinforcing bar 6 between stopper 4, longitudinal reinforcement 5 and horizontal reinforcing bar 6 mutually perpendicular, be provided with shear bolt 7 between girder steel 1 and the profiled steel 2, and concrete face 8 has been laid at profiled steel 2's top.
In this embodiment, as shown in fig. 2, a first vertical plate 9 is fixed to one end of the profiled steel sheet 2, a second vertical plate 10 is fixed to the other end of the profiled steel sheet 2, and bottoms of the first vertical plate 9 and the second vertical plate 10 are parallel to the bottom surface of the profiled steel sheet 2, so that the first vertical plate 9 and the second vertical plate 10 can be attached to the top of the steel beam 1 in the fixing process, and the fixing effect is ensured.
In this embodiment, as shown in fig. 2, a clamping groove 11 is formed in the first vertical plate 9, and a clamping block 12 is fixed on the second vertical plate 10, and the clamping groove 11 and the clamping block 12 are clamped with each other, so as to ensure the connection stability of the two sets of profiled steel sheets 2.
In the present embodiment, as shown in fig. 3, the outside of the fixture block 12 is provided with a rubber sealing layer, so as to ensure the sealing effect between the two sets of profiled steel sheets 2 and avoid the penetration of concrete.
In the present embodiment, as shown in fig. 2, the protrusions and the grooves on the top of the profiled steel sheet 2 are trapezoidal.
In this embodiment, as shown in fig. 2, the profiled steel sheet 2 and the limiting block 4 are integrally formed by die casting, so that the stability of the limiting block 4 is improved.
As shown in fig. 1 to 3, the present embodiment provides a profiled steel sheet composite floor slab, which works as follows:
step 1: placing the profiled steel plates 2 on the tops of the steel beams 1, then attaching the two ends of the profiled steel plates 2, supporting and fixing the two ends of the profiled steel plates 2 through a first vertical plate 9 and a second vertical plate 10, and then inserting the fixture blocks 12 on one group of profiled steel plates 2 into the fixture grooves 11 on the other group of profiled steel plates 2 for connection;
step 2: after profiled sheet 2 connects the completion, fix a position through shear resistant peg 7, then put into the inside of spacing groove 3 with longitudinal reinforcement 5, put into between stopper 4 with transverse reinforcement 6, it is more perpendicular to ensure between longitudinal reinforcement 5 and the transverse reinforcement 6, then utilize the bundle silk to fix, after fixed the completion, pour the concrete at profiled sheet 2's top, form concrete face 8.
The above description is only a further embodiment of the present invention, but the scope of protection of the present invention is not limited thereto, and any person skilled in the art can replace or change the technical solution and the concept of the present invention within the scope of the present invention.
Claims (6)
1. The utility model provides a profiled sheet composite floor which characterized in that: the anti-shearing steel plate is characterized by comprising a steel beam (1), wherein a profiled steel plate (2) is arranged at the top of the steel beam (1), bulges are arranged at intervals at the top of the profiled steel plate (2), grooves are formed between the bulges, limiting grooves (3) parallel to the grooves are formed in the bulges at the top of the profiled steel plate (2), limiting blocks (4) are arranged at intervals on the bulges at the top of the profiled steel plate (2), longitudinal steel bars (5) are arranged in the limiting grooves (3), transverse steel bars (6) are arranged between the limiting blocks (4), the longitudinal steel bars (5) are perpendicular to the transverse steel bars (6), anti-shearing studs (7) are arranged between the steel beam (1) and the profiled steel plate (2), and a concrete surface (8) is laid at the top of the profiled steel plate (2).
2. The profiled steel sheet composite floor as claimed in claim 1, wherein: one end of profiled steel sheet (2) is fixed with first riser (9), and the other end of profiled steel sheet (2) is fixed with second riser (10), the bottom of first riser (9) and second riser (10) is parallel with the bottom surface of profiled steel sheet (2).
3. The profiled steel sheet composite floor as set forth in claim 2, wherein: a clamping groove (11) is formed in the first vertical plate (9), a clamping block (12) is fixed on the second vertical plate (10), and the clamping groove (11) and the clamping block (12) are clamped with each other.
4. A profiled steel sheet composite floor as claimed in claim 3, wherein: and a rubber sealing layer is arranged on the outer side of the fixture block (12).
5. The profiled steel sheet composite floor as claimed in claim 1, wherein: the bulges and the grooves at the top of the profiled steel sheet (2) are trapezoidal.
6. The profiled steel sheet composite floor as claimed in claim 1, wherein: the profiled steel sheet (2) and the limiting block (4) are integrally formed by die-casting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022118990.2U CN214117175U (en) | 2020-09-24 | 2020-09-24 | Profiled steel sheet composite floor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022118990.2U CN214117175U (en) | 2020-09-24 | 2020-09-24 | Profiled steel sheet composite floor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214117175U true CN214117175U (en) | 2021-09-03 |
Family
ID=77497472
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022118990.2U Expired - Fee Related CN214117175U (en) | 2020-09-24 | 2020-09-24 | Profiled steel sheet composite floor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214117175U (en) |
-
2020
- 2020-09-24 CN CN202022118990.2U patent/CN214117175U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP02 | Change in the address of a patent holder |
Address after: 410004 No. 158 Zhongyi Road, Yuhua District, Changsha, Hunan Patentee after: CHINA CONSTRUCTION FIFTH ENGINEERING DIVISION Corp.,Ltd. Address before: 401, unit 3, building 7, Hanzhuang community, Qihe Economic Development Zone, Dezhou City, Shandong Province Patentee before: CHINA CONSTRUCTION FIFTH ENGINEERING DIVISION Corp.,Ltd. |
|
| CP02 | Change in the address of a patent holder | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210903 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |