CN202530755U - Beam slab template structure - Google Patents
Beam slab template structure Download PDFInfo
- Publication number
- CN202530755U CN202530755U CN2012201415785U CN201220141578U CN202530755U CN 202530755 U CN202530755 U CN 202530755U CN 2012201415785 U CN2012201415785 U CN 2012201415785U CN 201220141578 U CN201220141578 U CN 201220141578U CN 202530755 U CN202530755 U CN 202530755U
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- CN
- China
- Prior art keywords
- height
- vertical rod
- joist
- cross bar
- bowl
- 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 beam slab template structure. The structure is characterized by comprising bamboo plywood, a secondary keel, a primary keel, a height adjuster, vertical rods, transverse rods and bowl-shaped fasteners. The thickness of the bamboo plywood is 10-15mm, the secondary keel with the height of 100mm and the width of 50mm is arranged below the bamboo plywood, the primary keel with the height of 100mm and the width of 100mm is arranged below the secondary keel, the height adjuster is arranged below the primary keel and is arranged at tops of vertical rods, distances among vertical rods are in a range of 0.9-1.2m, transverse rods are arranged among vertical rods, distances among transverse rods are in a range of 0.7-0.9m, and bowl-shaped fasteners are used for connecting vertical rods and transverse rods. The structure is simple and practical.
Description
Technical field
The utility model relates to a kind of beam-slab template structure, is applicable to construction field.
Background technology
In modern times in the construction work in the monolithic reinforced concrete structure engineering form work engineering construction occupy leading position; Form work engineering accounts for 20%～30% of reinforced concrete works total price; Account for 30%～40% of the amount of labour; Account for about 50% of the duration, not only determine the selection of job practices and construction machinery, and directly influence duration and cost.The selection of construction formwork kind has varied, is guaranteeing under the safe prerequisite, and how the optimized choice scheme is to obtain the optimal path of desirable economic effect.Close girt strip plate is big because of its bearing capacity, can make the building standard width of a room in an old-style house big, saves reinforcing bar and concrete amount, and construction cost is relatively low, thereby is applied in the utilities building more and more widely.
The utility model content
The technical problem that the utility model solves provides a kind of beam-slab template structure, solves the bad problem of traditional beam-slab template stability of strutting system.
The utility model comprises bamboo offset plate, secondary joist, main joist, height adjuster, vertical rod, cross bar, bowl-type fastener.Bamboo offset plate thickness is 10～15mm, secondary joist is set below the bamboo offset plate, and the secondary joist height is 100mm; Width is 50mm, is main joist below the secondary joist, and main joist height and width are 100mm; Height adjuster is set below the main joist, and height adjuster is arranged on the vertical rod top, and vertical pole ' s span is 0.9～1.2m; Cross bar is set between the vertical rod, and the cross bar spacing is 0.7～0.9m, is connected with the bowl-type fastener between vertical rod and the cross bar.
The utility model is simple and practical.
Description of drawings
Fig. 1 beam-slab template sketch map.
Reference numeral: 1, bamboo offset plate, 2, secondary joist, 3, main joist, 4, height adjuster, 5, vertical rod, 6, cross bar, 7, the bowl-type fastener.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is described in detail.
Fig. 1 is the beam-slab template sketch map.The utility model comprises bamboo offset plate 1, secondary joist 2, main joist 3, height adjuster 4, vertical rod 5, cross bar 6, bowl-type fastener 7.Bamboo offset plate 1 thickness is 12mm, secondary joist 2 is set below the bamboo offset plate 1, and secondary joist 2 highly is 100mm; Width is 50mm, be main joist 3 below the secondary joist 2, main joist 3 highly and width be 100mm; Below the main joist 3 height adjuster is set, height adjuster 4 is arranged on vertical rod 5 tops, and vertical rod 5 spacings are 1m; Cross bar 6 is set between the vertical rod 5, and cross bar 6 spacings are 0.8m, are connected with bowl-type fastener 7 between vertical rod 5 and the cross bar 6.
Claims (1)
1. a beam-slab template structure is characterized in that comprising bamboo offset plate, secondary joist, main joist, height adjuster, vertical rod, cross bar, bowl-type fastener, and bamboo offset plate thickness is 10～15mm; Below the bamboo offset plate secondary joist is set, the secondary joist height is 100mm, and width is 50mm; Be main joist below the secondary joist, main joist height and width are 100mm, height adjuster are set below the main joist; Height adjuster is arranged on the vertical rod top, and vertical pole ' s span is 0.9～1.2m, and cross bar is set between the vertical rod; The cross bar spacing is 0.7～0.9m, is connected with the bowl-type fastener between vertical rod and the cross bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012201415785U CN202530755U (en) | 2012-03-27 | 2012-03-27 | Beam slab template structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012201415785U CN202530755U (en) | 2012-03-27 | 2012-03-27 | Beam slab template structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202530755U true CN202530755U (en) | 2012-11-14 |
Family
ID=47131949
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012201415785U Expired - Fee Related CN202530755U (en) | 2012-03-27 | 2012-03-27 | Beam slab template structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202530755U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106401176A (en) * | 2015-08-03 | 2017-02-15 | 北京城建北方建设有限责任公司 | Steel-wood combination roof moldboard framework construction method |
| CN115012646A (en) * | 2022-07-22 | 2022-09-06 | 中国十七冶集团有限公司 | Double shear wall formwork supporting structure and construction method thereof |
-
2012
- 2012-03-27 CN CN2012201415785U patent/CN202530755U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106401176A (en) * | 2015-08-03 | 2017-02-15 | 北京城建北方建设有限责任公司 | Steel-wood combination roof moldboard framework construction method |
| CN115012646A (en) * | 2022-07-22 | 2022-09-06 | 中国十七冶集团有限公司 | Double shear wall formwork supporting structure and construction method thereof |
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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 streets Chengxiang road Wutian Ouhai District No. 56 Patentee after: Yu Jianfang Address before: 325604 Zhejiang city of Wenzhou province Yueqing city town village Zhang Yan Dang Patentee before: Yu Jianfang |
|
| C56 | Change in the name or address of the patentee | ||
| CP02 | Change in the address of a patent holder |
Address after: 325600 No. 272 Yang Ming Road, Lok Cheng street, Zhejiang, Yueqing Patentee after: Yu Jianfang Address before: 325000 Zhejiang Province, Wenzhou city streets Chengxiang road Wutian Ouhai District No. 56 Patentee before: Yu Jianfang |
|
| C56 | Change in the name or address of the patentee | ||
| CP02 | Change in the address of a patent holder |
Address after: 325600, B, building 5, building B, Century Towers, Lok Cheng street, Zhejiang, Yueqing Patentee after: Yu Jianfang Address before: 325600 No. 272 Yang Ming Road, Lok Cheng street, Zhejiang, Yueqing Patentee before: Yu Jianfang |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20121114 Termination date: 20140327 |