CN202500251U - Steel reinforced bar core board combined floor board - Google Patents
Steel reinforced bar core board combined floor board Download PDFInfo
- Publication number
- CN202500251U CN202500251U CN2012201414335U CN201220141433U CN202500251U CN 202500251 U CN202500251 U CN 202500251U CN 2012201414335 U CN2012201414335 U CN 2012201414335U CN 201220141433 U CN201220141433 U CN 201220141433U CN 202500251 U CN202500251 U CN 202500251U
- Authority
- CN
- China
- Prior art keywords
- steel reinforced
- reinforcing bar
- stamen
- prefabricated
- board
- 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
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Abstract
The utility model discloses a steel reinforced bar core board combined floor board, which is characterized by comprising prefabricated coal slag hollow blocks, steel reinforced bar core boards, on-site concrete and waterproof mortar. Each steel reinforced bar core board is an inverted T-shaped combined component, consists of a steel reinforced core and a prefabricated board, and is formed by welding by using three steel reinforced bars of Phi 20, the thickness of each prefabricated board is 60 to 80mm, the length of each steel reinforced bar core is 50 to 60cm, the distance between every two steel reinforced core boards is 2.5 to 3m, the prefabricated coal slag hollow blocks are arranged between every two steel reinforced bar core boards, on-site concrete is filled between the steel reinforced bar core boards and the prefabricated coal slag hollow blocks, the thickness of the on-site concrete on the prefabricated coal slag hollow blocks is 10 to 15cm, the strength of the on-site concrete is C30, and the waterproof mortar with thickness of 10 to 15mm is arranged on the on-site concrete. The steel reinforced bar core board combined floor board is simple and practical.
Description
Technical field
The utility model relates to a kind of reinforcing bar stamen plate composite floor, is applicable to the structure field.
Background technology
Composite floor is a kind of combining structure of rising in the later stage sixties 20th century, uses as far back as states such as American-European and Japan, since the eighties in 20th century, has been applied in gradually in the multi-rise building of China.But how rational composite floor form of structure is provided; In engineering practice, still be difficult to confirm; Reasonably the composite floor structure should be able to be according to residing position of each building block and characteristics; Give full play to material tension and the good advantage of concrete compressive property, and have good seismic resistance, workability.
The utility model content
The technical problem that the utility model solves provides a kind of reinforcing bar stamen plate composite floor, solves mechanical property and the bad problem of economy.
The utility model comprises prefabricated cinder hollow pot, reinforcing bar stamen plate, cast-in-situ concrete, waterproofing mortar.Reinforcing bar stamen plate is the inverted T-shaped combined member, is made up of reinforcing bar stamen and precast plate, and reinforcing bar stamen plate adopts 3 φ 20 to be welded; Precast plate thickness is 60～80mm; Reinforcing bar stamen length is 50～60cm, and reinforcing bar stamen distance between plates is 2.5～3m, and prefabricated cinder hollow pot is set between the reinforcing bar stamen plate; Fill cast-in-situ concrete between reinforcing bar stamen plate and the prefabricated cinder hollow pot; Cast-in-situ concrete thickness above the prefabricated cinder hollow pot is 10～15cm, and cast-in-situ concrete intensity is C30, is the waterproofing mortar of 10～15mm for thickness above the cast-in-situ concrete.
The utility model is simple and practical.
Description of drawings
Fig. 1 reinforcing bar stamen plate composite floor sketch map.
Accompanying drawing sign: 1, prefabricated cinder hollow pot, 2, reinforcing bar stamen plate, 3, cast-in-situ concrete, 4, waterproofing mortar.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is described in detail.
Fig. 1 is a reinforcing bar stamen plate composite floor sketch map.The utility model comprises prefabricated cinder hollow pot 1, reinforcing bar stamen plate 2, cast-in-situ concrete 3, waterproofing mortar 4.Reinforcing bar stamen plate 2 is the inverted T-shaped combined member, is made up of reinforcing bar stamen and precast plate, and reinforcing bar stamen plate 2 adopts 3 φ 20 to be welded; Precast plate thickness is 70mm; Reinforcing bar stamen length is 60cm, and reinforcing bar stamen plate 2 spacings are 2.8m, and prefabricated cinder hollow pot 1 is set between the reinforcing bar stamen plate 2; Fill cast-in-situ concrete 3 between reinforcing bar stamen plate 2 and the prefabricated cinder hollow pot 1; Cast-in-situ concrete 3 thickness above the prefabricated cinder hollow pot 1 are 12cm, and cast-in-situ concrete 3 intensity are C30, are the waterproofing mortar 4 of 12mm for thickness above the cast-in-situ concrete 3.
Claims (1)
1. a reinforcing bar stamen plate composite floor is characterized in that comprising prefabricated cinder hollow pot, reinforcing bar stamen plate, cast-in-situ concrete, waterproofing mortar, and reinforcing bar stamen plate is the inverted T-shaped combined member; Be made up of reinforcing bar stamen and precast plate, reinforcing bar stamen plate adopts 3 φ 20 to be welded, and precast plate thickness is 60～80mm; Reinforcing bar stamen length is 50～60cm, and reinforcing bar stamen distance between plates is 2.5～3m, and prefabricated cinder hollow pot is set between the reinforcing bar stamen plate; Fill cast-in-situ concrete between reinforcing bar stamen plate and the prefabricated cinder hollow pot; Cast-in-situ concrete thickness above the prefabricated cinder hollow pot is 10～15cm, and cast-in-situ concrete intensity is C30, is the waterproofing mortar of 10～15mm for thickness above the cast-in-situ concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012201414335U CN202500251U (en) | 2012-03-27 | 2012-03-27 | Steel reinforced bar core board combined floor board |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012201414335U CN202500251U (en) | 2012-03-27 | 2012-03-27 | Steel reinforced bar core board combined floor board |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202500251U true CN202500251U (en) | 2012-10-24 |
Family
ID=47036867
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012201414335U Expired - Fee Related CN202500251U (en) | 2012-03-27 | 2012-03-27 | Steel reinforced bar core board combined floor board |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202500251U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193404A (en) * | 2016-08-31 | 2016-12-07 | 刘家宇 | A kind of unformed cast-in-situ floor and construction method thereof |
| CN107989238A (en) * | 2017-12-13 | 2018-05-04 | 刘家宇 | A kind of cast-in-place sandwiched heat-preservation shear wall structure, assembled architecture and engineering method |
| CN109235636A (en) * | 2018-10-18 | 2019-01-18 | 刘家宇 | A kind of high-strength anti-seismic wall, integral cast-in-situ formula building and its engineering method |
-
2012
- 2012-03-27 CN CN2012201414335U patent/CN202500251U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193404A (en) * | 2016-08-31 | 2016-12-07 | 刘家宇 | A kind of unformed cast-in-situ floor and construction method thereof |
| CN107989238A (en) * | 2017-12-13 | 2018-05-04 | 刘家宇 | A kind of cast-in-place sandwiched heat-preservation shear wall structure, assembled architecture and engineering method |
| CN109235636A (en) * | 2018-10-18 | 2019-01-18 | 刘家宇 | A kind of high-strength anti-seismic wall, integral cast-in-situ formula building and its engineering method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee | ||
| CP02 | Change in the address of a patent holder |
Address after: 325000 Zhejiang Province, Wenzhou city Lucheng District Station Avenue Lijing garden 17 building 804 Patentee after: Kong Leilei Address before: 325604 Wenzhou, Zhejiang City, Yueqing province Liushi on the five House Village Patentee before: Kong Leilei |
|
| C56 | Change in the name or address of the patentee | ||
| CP02 | Change in the address of a patent holder |
Address after: 325604, Room 102, building F13, East Village Road, Changhong village, Liushi Town, Yueqing, Zhejiang Patentee after: Kong Leilei Address before: 325000 Zhejiang Province, Wenzhou city Lucheng District Station Avenue Lijing garden 17 building 804 Patentee before: Kong Leilei |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20121024 Termination date: 20140327 |