CN204475627U - Steel work composite floor plate - Google Patents
Steel work composite floor plate Download PDFInfo
- Publication number
- CN204475627U CN204475627U CN201520107650.6U CN201520107650U CN204475627U CN 204475627 U CN204475627 U CN 204475627U CN 201520107650 U CN201520107650 U CN 201520107650U CN 204475627 U CN204475627 U CN 204475627U
- Authority
- CN
- China
- Prior art keywords
- iron
- floor
- support plate
- floor support
- plate
- 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
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 30
- 239000010959 steel Substances 0.000 title claims abstract description 30
- 239000002131 composite material Substances 0.000 title claims abstract description 21
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 66
- 229910052742 iron Inorganic materials 0.000 claims abstract description 33
- 239000011513 prestressed concrete Substances 0.000 claims abstract description 7
- 239000004567 concrete Substances 0.000 abstract description 4
- 239000004568 cement Substances 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000003351 stiffener Substances 0.000 description 2
- 239000004793 Polystyrene Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 229920002223 polystyrene Polymers 0.000 description 1
- 239000003755 preservative agent Substances 0.000 description 1
- 230000002335 preservative effect Effects 0.000 description 1
Landscapes
- Bridges Or Land Bridges (AREA)
- Revetment (AREA)
Abstract
The utility model discloses a kind of steel work composite floor plate, comprise some i iron, floor support plate, it is characterized in that, between the bottom of every two i iron, erection has floor support plate, floor support plate is added is provided with steel bar girder, be filled with block EPS in the gap of steel bar girder, the top shelf of some i iron is provided with reinforced mesh, in the space that several i iron and floor support plate, reinforced mesh form, be cast with prestressed concrete.The utility model structure is simple, thickness is little, ability to bear is strong, by increasing steel bar girder between floor, adds the soundness of whole composite floor plate; Filling EPS makes concrete consumption greatly reduce, and cost reduces.
Description
Technical field
The utility model relates to building field, particularly relates to a kind of composite floor plate for steel house.
Background technology
The modern floor slab structure being used for steel house comprises several i iron substantially, floor support plate is set up between the top and bottom of every two i iron, at the surrounding joints cement of i iron, need before this to carry out waterproof, preservative treatment to i iron, corrode in cement to prevent i iron and deformation occurs, in order to increase the stress of floor, the floor support plate being positioned at i iron top also needs to set up some stiffeners, first floor board is placed again, joints cement or concrete between two-layer floor support plate on the upper strata of stiffener.Therefore the slab thickness be positioned on i iron reaches 12 ~ 14cm, adds the height of i iron, and the thickness of whole floor is about 40 ~ 50cm, and thickness is larger; And it is more to build whole floor material requested, i iron needs to process in advance, and cost is higher; Only support by i iron between top and bottom floor support plate, be empty structure between adjacent two i iron, therefore the stress of whole floor is poor.
Therefore need badly and provide a kind of novel steel work composite floor plate to solve the problems referred to above.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of steel work composite floor plate, and thickness is little, ability to bear is strong.
For solving the problems of the technologies described above, the technical scheme that the utility model adopts is: provide a kind of steel work composite floor plate, comprise some i iron, floor support plate, between the bottom of every two i iron, erection has floor support plate, floor support plate is added is provided with steel bar girder, be filled with block EPS in the gap of steel bar girder, the top shelf of some i iron is provided with reinforced mesh, in the space that several i iron and floor support plate, reinforced mesh form, be cast with prestressed concrete.
In the utility model preferred embodiment, connected by pad, to increase the fastness of composite floor plate bottom the i iron that the two ends of described floor support plate are in contact with it.
In the utility model preferred embodiment, the thickness of described steel work composite floor plate is 25 ~ 35cm.Compared to the floor of prior art, while the holding capacity not changing original floor, thickness reduces greatly.
The beneficial effects of the utility model are: the utility model structure is simple, thickness is little, ability to bear is strong, by increasing steel bar girder between floor, add the soundness of whole composite floor plate; Filling EPS makes concrete consumption greatly reduce, and cost reduces.
Accompanying drawing explanation
Fig. 1 is the top view of the utility model steel work composite floor plate one preferred embodiment;
Fig. 2 is the A-A sectional view of Fig. 1.
In accompanying drawing, the mark of each parts is as follows: 1, i iron, and 2, floor support plate, 3, steel bar girder, 4, EPS, 5, reinforced mesh, 6, prestressed concrete.
Detailed description of the invention
Below in conjunction with accompanying drawing, preferred embodiment of the present utility model is described in detail, to make advantage of the present utility model and feature can be easier to be readily appreciated by one skilled in the art, thus more explicit defining is made to protection domain of the present utility model.
Refer to Fig. 1 and Fig. 2, the utility model embodiment comprises:
A kind of steel work composite floor plate, comprise some i iron 1, floor support plate 2, between the bottom of every two adjacent i iron 1, erection has floor support plate 2, floor support plate 2 is added is provided with steel bar girder 3, block EPS4 (i.e. volatile polystyrene) is filled with in the gap of steel bar girder 3, the top shelf of some i iron 1 is provided with reinforced mesh 5, in the space that several i iron 1 and floor support plate 2, reinforced mesh 5 form, be cast with prestressed concrete 6.
Composition graphs 2, in a preferred embodiment, is connected by pad, to increase the fastness of composite floor plate bottom the i iron 1 that the two ends of described floor support plate 2 are in contact with it.On floor support plate 2, the steel bar girder 3 of erection is cross stagger mode, block EPS4 is filled with in its gap, according to number of gaps and the size of steel bar girder 3 between adjacent i iron 1, make the filling quantity of EPS4 and vary in size, fill EPS4 and both can play the shockproof effect of buffering, can the volume that takes up space be increased again, reduce concrete use amount.The top of steel bar girder 3 is connected with reinforced mesh 5, and when pouring into a mould prestressed concrete 6, the top of composite floor plate increases reinforced mesh 5, substantially increases the soundness of composite floor plate.In the space that several i iron 1 and floor support plate 2, reinforced mesh 5 form, pour into a mould prestressed concrete 6, improve cracking resistance and the rigidity of component.
Described steel work composite floor structure is simple, and thickness is only 25 ~ 35cm, and compared to the floor of prior art, while not changing original floor holding capacity, thickness reduces greatly.
The foregoing is only embodiment of the present utility model; not thereby the scope of the claims of the present utility model is limited; every utilize the utility model manual and accompanying drawing content to do equivalent structure or equivalent flow process conversion; or be directly or indirectly used in other relevant technical fields, be all in like manner included in scope of patent protection of the present utility model.
Claims (3)
1. a steel work composite floor plate, comprise some i iron, floor support plate, it is characterized in that, between the bottom of every two i iron, erection has floor support plate, floor support plate is added is provided with steel bar girder, be filled with block EPS in the gap of steel bar girder, the top shelf of some i iron is provided with reinforced mesh, in the space that several i iron and floor support plate, reinforced mesh form, be cast with prestressed concrete.
2. steel work composite floor plate according to claim 1, is characterized in that, is connected bottom the i iron that the two ends of described floor support plate are in contact with it by pad.
3. steel work composite floor plate according to claim 1 and 2, is characterized in that, the thickness of described steel work composite floor plate is 25 ~ 35cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520107650.6U CN204475627U (en) | 2015-02-12 | 2015-02-12 | Steel work composite floor plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520107650.6U CN204475627U (en) | 2015-02-12 | 2015-02-12 | Steel work composite floor plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204475627U true CN204475627U (en) | 2015-07-15 |
Family
ID=53631430
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520107650.6U Expired - Fee Related CN204475627U (en) | 2015-02-12 | 2015-02-12 | Steel work composite floor plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204475627U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104612301A (en) * | 2015-02-12 | 2015-05-13 | 安徽水利开发股份有限公司 | Steel-structured composite floor |
-
2015
- 2015-02-12 CN CN201520107650.6U patent/CN204475627U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104612301A (en) * | 2015-02-12 | 2015-05-13 | 安徽水利开发股份有限公司 | Steel-structured composite floor |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190625 Address after: 233010 No. 5183 Donghai Avenue, Bengbu City, Anhui Province Patentee after: Anhui Water Resources Development Co.,Ltd. Address before: 233010 South of Zhanggongshan Road, Donghai Avenue, Bengbu City, Anhui Province Patentee before: ANHUI WATER RESOURCES DEVELOPMENT Co.,Ltd. |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20210810 Address after: 233000, No.1, Zhihuai East Road, Bengbu City, Anhui Province Patentee after: Anhui construction Jiahe Construction Industry Co.,Ltd. Patentee after: Anhui Water Resources Development Co.,Ltd. Address before: 233010 no.5183 Donghai Avenue, Bengbu City, Anhui Province Patentee before: Anhui Water Resources Development Co.,Ltd. |
|
| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150715 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |