CN205475931U - Profiled steel sheet composite floor - Google Patents
Profiled steel sheet composite floor Download PDFInfo
- Publication number
- CN205475931U CN205475931U CN201620225852.5U CN201620225852U CN205475931U CN 205475931 U CN205475931 U CN 205475931U CN 201620225852 U CN201620225852 U CN 201620225852U CN 205475931 U CN205475931 U CN 205475931U
- Authority
- CN
- China
- Prior art keywords
- profiled
- sheet
- profiled sheet
- steel
- trapezoidal
- 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.)
- Expired - Fee Related
Links
Landscapes
- Floor Finish (AREA)
Abstract
The utility model discloses a profiled steel sheet composite floor, including profiled sheet, concrete slab, socket cap cant chisei and girder steel, the profiled sheet is laid in the top of girder steel, the profiled sheet with through socket cap cant chisei fixed connection between the girder steel, the profiled sheet sets up in concrete slab's below, the profiled sheet is the trapezoidal steel sheet of open type, be provided with a plurality of ascending trapezoidal archs on the profiled sheet. The profiled sheet forms the dovetail groove between adjacent two trapezoidal archs. The utility model discloses can improve traditional floor bearing capacity, mechanics, anti -seismic performance are good, accord with the engineering actual need.
Description
Technical field
This utility model relates to construction engineering technical field, particularly to a kind of profiled steel sheet combination floor.
Background technology
Along with steel building is in a large amount of rises of China, multi and tall steel building building is high with its intensity, deadweight
Gently, anti-seismic performance is good, speed of application is fast, ground cost saving, area occupied is little, industrialization degree is high, outer
The number of advantages such as shape is attractive in appearance, environmental protection are increasingly by various places government, large-scale steel structure company and real estate
The attention of developer.And in multi and tall steel building architectural engineering, the selection of floor system be one important
Link, superior floor system should possess that intensity is high, good from heavy and light, anti-seismic performance, short construction period, work
Industry degree high.In conventional engineering, conventional floor pattern has cast-in-place concrete floor, pre-
Superimposed sheet, two-way multi-ribbed plate on stress coagulation, and the following shortcoming of these floor systems person of existence:
1, cast-in-place concrete floor: floor, from great, need to carry out formwork, form removal, and construction bothers, and
Formwork seal is poor, is easily generated slurry phenomenon of pouring, long construction period.
2, prestressed concrete overlapped slab: be half prefabricated half cast-in-place owing to using, transport, stack the most square
Just, site operation arranges underaction, and the position in-situ processing such as bearing, plate lap-joint is cumbersome.
3, two-way multi-ribbed plate: require higher to template, construction trouble, stress is complicated, is easily generated weak point
Position.
Based on above situation, applicant's incorporation engineering is put into practice, and absorbs recent domestic scientific research, designs, executes
The achievement that work provides a reference, develops profiled steel sheet combination floor.
Utility model content
The purpose of this utility model is to provide a kind of profiled steel sheet combination floor, can improve conventional floors carrying
Power.
This utility model is achieved in that a kind of profiled steel sheet combination floor, including profiled sheet, coagulation
Soil plate, socket cap peg and girder steel；Described profiled sheet is layed in the top of girder steel, described profiled sheet with
Connecting by socket cap peg is fixing between described girder steel, described profiled sheet is arranged under concrete slab
Side, described profiled sheet is the trapezoidal steel plate of open type, and described profiled sheet is provided with multiple upwards trapezoidal
Protruding.Described profiled sheet forms dovetail groove between adjacent two trapezoidal projections.
Further, the height≤30mm of the trapezoidal projection of described profiled sheet.
Further, described trapezoidal projection is provided with trapezoidal under shed.
Further, described concrete slab is arranged on profiled sheet by cast-in-place concrete.
Further, described socket cap peg is arranged at dovetail groove.
The beneficial effects of the utility model are as follows:
This utility model provides a kind of profiled steel sheet combination floor, including profiled sheet, concrete slab, circle
Stigma peg and girder steel, it is possible to increase conventional floors bearing capacity, mechanics, anti-seismic performance are good, meet engineering real
Border needs.
Accompanying drawing explanation
A kind of profiled steel sheet combination floor structural representation that Fig. 1 provides for this utility model.
Description of reference numerals:
1-profiled sheet, 2-concrete slab, 3-socket cap peg, 4-girder steel, the trapezoidal projection of 5-, 6-dovetail groove,
7-under shed.
Detailed description of the invention
Below in conjunction with the accompanying drawings, a detailed description of the invention of the present utility model is described in detail, but it should
Understand that protection domain of the present utility model is not limited by detailed description of the invention.
A kind of profiled steel sheet combination floor structural representation that Fig. 1 provides for this utility model embodiment.Such as figure
Shown in 1, this profiled steel sheet combination floor specifically includes: profiled sheet 1, concrete slab 2, socket cap peg
3 and girder steel 4；Profiled sheet 1 is layed in the top of girder steel 4, passes through between profiled sheet 1 and girder steel 4
Socket cap peg 3 is fixing to be connected, and profiled sheet 1 is arranged at the lower section of concrete slab 2, and profiled sheet 1 is
The trapezoidal steel plate of open type, profiled sheet 1 is provided with multiple upwards trapezoidal protruding 5.Profiled sheet 1 in
Dovetail groove 6 is formed between adjacent two trapezoidal projections.Height≤the 30mm of trapezoidal protruding the 5 of profiled sheet 1.
Trapezoidal projection is provided with trapezoidal under shed 7.Concrete slab 2 is arranged at die mould steel by cast-in-place concrete
On plate 1.Socket cap peg is arranged at dovetail groove.The profiled sheet combination that this utility model embodiment provides
Floor, connector used is socket cap peg 3, and a kind of flexible shear connector, in use makes building in fact
Plate can preferably eliminate the drawback that rigid connection goes out at seismic response.
The beneficial effects of the utility model are as follows:
This utility model embodiment provide profiled steel sheet combination floor, including profiled sheet, concrete slab,
Socket cap peg and girder steel, it is possible to increase conventional floors bearing capacity, mechanics, anti-seismic performance are good, meet engineering
It is actually needed.
Only several specific embodiments of the present utility model disclosed above, but, this utility model embodiment
Being not limited to this, the changes that any person skilled in the art can think of all should fall into guarantor of the present utility model
Protect scope.
Claims (5)
1. a profiled steel sheet combination floor, it is characterised in that include profiled sheet, concrete slab, socket cap peg and girder steel；Described profiled sheet is layed in the top of girder steel, it is connected by socket cap peg is fixing between described profiled sheet with described girder steel, described profiled sheet is arranged at the lower section of concrete slab, described profiled sheet is the trapezoidal steel plate of open type, being provided with multiple trapezoidal projection upwards on described profiled sheet, described profiled sheet forms dovetail groove between adjacent two trapezoidal projections.
2. a kind of profiled steel sheet combination floor as claimed in claim 1, it is characterised in that the height≤30mm of the trapezoidal projection of described profiled sheet.
3. a kind of profiled steel sheet combination floor as claimed in claim 1, it is characterised in that described trapezoidal projection is provided with trapezoidal under shed.
4. a kind of profiled steel sheet combination floor as claimed in claim 1, it is characterised in that described concrete slab is arranged on profiled sheet by cast-in-place concrete.
5. a kind of profiled steel sheet combination floor as claimed in claim 1, it is characterised in that described socket cap peg is arranged at dovetail groove.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620225852.5U CN205475931U (en) | 2016-03-17 | 2016-03-17 | Profiled steel sheet composite floor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620225852.5U CN205475931U (en) | 2016-03-17 | 2016-03-17 | Profiled steel sheet composite floor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205475931U true CN205475931U (en) | 2016-08-17 |
Family
ID=56652231
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620225852.5U Expired - Fee Related CN205475931U (en) | 2016-03-17 | 2016-03-17 | Profiled steel sheet composite floor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205475931U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107687208A (en) * | 2017-08-23 | 2018-02-13 | 杭萧钢构(河南)有限公司 | A kind of processing method of the connecting node of combination-type special-shaped post and i section steel beam |
| CN107989180A (en) * | 2017-11-15 | 2018-05-04 | 华侨大学 | A kind of accentric support frame |
| CN110359612A (en) * | 2019-06-12 | 2019-10-22 | 东南大学 | A kind of novel two-way ribs profiled steel sheet combination floor of assembled |
| CN110629917A (en) * | 2019-09-20 | 2019-12-31 | 中国五冶集团有限公司 | Floor plate structure |
| CN110984450A (en) * | 2019-12-20 | 2020-04-10 | 陕西博睿信息科技有限公司 | Laying structure of steel structure house floor bearing plate |
-
2016
- 2016-03-17 CN CN201620225852.5U patent/CN205475931U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107687208A (en) * | 2017-08-23 | 2018-02-13 | 杭萧钢构(河南)有限公司 | A kind of processing method of the connecting node of combination-type special-shaped post and i section steel beam |
| CN107989180A (en) * | 2017-11-15 | 2018-05-04 | 华侨大学 | A kind of accentric support frame |
| CN107989180B (en) * | 2017-11-15 | 2023-11-21 | 华侨大学 | Eccentric supporting frame |
| CN110359612A (en) * | 2019-06-12 | 2019-10-22 | 东南大学 | A kind of novel two-way ribs profiled steel sheet combination floor of assembled |
| CN110629917A (en) * | 2019-09-20 | 2019-12-31 | 中国五冶集团有限公司 | Floor plate structure |
| CN110984450A (en) * | 2019-12-20 | 2020-04-10 | 陕西博睿信息科技有限公司 | Laying structure of steel structure house floor bearing plate |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205475931U (en) | Profiled steel sheet composite floor | |
| CN103912063B (en) | The prefabricated building system built by precast plate | |
| CN205935315U (en) | Light steel composite wall panel module | |
| CN202190047U (en) | Fabricated steel ground cable channel | |
| CN109505222A (en) | A kind of netted sunpender bowstring arch bridge of assembled | |
| CN205875394U (en) | Antidetonation concrete beam column that dry process is connected | |
| CN105178354A (en) | Tian-shaped beam column cap and beamless slab structure system | |
| CN203821596U (en) | Assembled house system built by prefabricated slabs | |
| CN202530465U (en) | Foundation pit drainage structure | |
| CN104652608A (en) | Assembly type exterior wall and beam connecting structure | |
| CN203412169U (en) | Novel groutable non-mortar building block | |
| CN113700145B (en) | Modular assembly type steel structure house system | |
| CN102852063B (en) | concrete block and construction method for road construction | |
| CN203213022U (en) | Mobile temporary prestress tensioning anchor block | |
| CN209836936U (en) | Combined assembly type drainage slope protection | |
| CN204959794U (en) | Field word roof beam pile cap and flat slab floor structure system | |
| CN203834689U (en) | Beam and column connecting structure | |
| CN202577767U (en) | Supporting spacer for reinforcing steel bars of shear wall | |
| CN205421320U (en) | A bottom plate for concrete assembled basis | |
| CN204298993U (en) | A kind of large floor height frame-shear-wall structure system | |
| CN204691035U (en) | A kind of template for integral precast groined slab floor structure | |
| CN204826853U (en) | Structure that subway station and building were built jointly | |
| CN203701627U (en) | Shaped spliceable protective shed | |
| CN203188456U (en) | Light floor plate of anti-seismic structure | |
| CN203256617U (en) | Road bridge girder erection machine |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160817 Termination date: 20170317 |