CN103821351A - Retention device and method for floor plate post-cast strip - Google Patents
Retention device and method for floor plate post-cast strip Download PDFInfo
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- CN103821351A CN103821351A CN201410061294.9A CN201410061294A CN103821351A CN 103821351 A CN103821351 A CN 103821351A CN 201410061294 A CN201410061294 A CN 201410061294A CN 103821351 A CN103821351 A CN 103821351A
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- ater
- casting
- side form
- casting side
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Abstract
The invention discloses a retention device and method for a floor plate post-cast strip. Reinforcing steel bars are bound on the upper portion of a bottom formwork of a floor plate, a groove type post-cast strip side mould is arranged between the upper-layer reinforcing steel bars and the lower-layer reinforcing steel bars on the post-cast strip, a locating block is arranged at the joint position of the post-cast mould and the floor plate bottom mould to control the position of the post-cast strip side mould, and supporting square timber is arranged on an upper opening of the post-cast side mould to fix the post-cast strip side mould. The retention device is simple and reasonable in structure, and the position and the firmness of the post-cast strip side formwork are convenient to control.
Description
Technical field
The present invention relates to floor slab back casting belt construction technology.
Background technology
Conventional floor slab back casting band indwelling equipment in prior art, structure is reasonable not, and the position of alter-pouring strips mould plate and firmness are not easy to control.
Summary of the invention
Technical problem to be solved by this invention is exactly, and a kind of floor slab back casting band indwelling equipment is provided, simple and reasonable, is convenient to control position and the firmness of alter-pouring strips mould plate.
For solving the problems of the technologies described above, the present invention adopts following technical scheme: floor slab back casting band indwelling equipment, above floor bottom mould plate, be banded with reinforcing bar, between top reinforcement and lower floor's reinforcing bar, lay fluted body ater-casting side form at position, ater-casting, the position that is provided with locating piece in ater-casting side form and floor bottom mould plate junction and controls ater-casting side form, the supporting square timber that is provided with suitable for reading of ater-casting side form fixes ater-casting side form.
Preferably, described locating piece is elongated lumps of wood of ater-casting side form and plate soffit formwork junction nail or a wood particle every one section of nail.
In addition, floor slab back casting band placement method concrete technology is, first the reinforcing bar of colligation floor bottom mould plate top, after reinforcing bar binding completes, lay fluted body ater-casting side form at position, ater-casting, in ater-casting side form and floor bottom mould plate junction, follow closely an elongated lumps of wood or control the position of ater-casting side form every wood particle of one section of nail, the suitable for reading of ater-casting side form fixes ater-casting side form every a supporting square timber of one section of nail, controls ater-casting width.
The present invention is in ater-casting side form and floor bottom mould plate junction, follow closely an elongated lumps of wood or control the position of ater-casting side form every wood particle of one section of nail, the suitable for reading of ater-casting side form followed closely a supporting square timber every one section, fix ater-casting side form, control ater-casting width, simple and reasonable, be convenient to control position and the firmness of alter-pouring strips mould plate.
Accompanying drawing explanation
Below in conjunction with the drawings and specific embodiments, the invention will be further described:
Fig. 1 is floor slab back casting band indwelling equipment structural representation of the present invention.
The specific embodiment
As shown in Figure 1, floor slab back casting band indwelling equipment, above floor bottom mould plate 2, be banded with reinforcing bar, between top reinforcement 4 and lower floor's reinforcing bar 3, lay fluted body ater-casting side form 1 at position, ater-casting, the position that is provided with locating piece 5 in ater-casting side form 1 and plate soffit formwork 2 junctions and controls ater-casting side form, the supporting square timber 6 that is provided with suitable for reading of ater-casting side form fixes ater-casting side form 1.Described locating piece is elongated lumps of wood of ater-casting side form and floor bottom mould plate junction nail or a wood particle every one section of nail.
Floor slab back casting band placement method is: the first reinforcing bar of colligation bottom of the building template top, after reinforcing bar binding completes, lay fluted body ater-casting side form at position, ater-casting, in ater-casting side form and floor bottom mould plate junction, follow closely an elongated lumps of wood or control the position of ater-casting side form every wood particle of one section of nail, the suitable for reading of ater-casting side form fixes ater-casting side form every a supporting square timber of one section of nail, controls ater-casting width.
Claims (3)
1. floor slab back casting band indwelling equipment, above floor bottom mould plate, be banded with reinforcing bar, it is characterized in that: between top reinforcement and lower floor's reinforcing bar, lay fluted body ater-casting side form at position, ater-casting, the position that is provided with locating piece in ater-casting side form and plate soffit formwork junction and controls ater-casting side form, the supporting square timber that is provided with suitable for reading of ater-casting side form fixes ater-casting side form.
2. floor slab back casting band indwelling equipment according to claim 1, is characterized in that: described locating piece is elongated lumps of wood of ater-casting side form and floor bottom mould plate junction nail or a wood particle every one section of nail.
3. floor slab back casting band placement method, it is characterized in that: the first reinforcing bar of colligation floor bottom mould plate top, after reinforcing bar binding completes, lay fluted body ater-casting side form at position, ater-casting, in ater-casting side form and floor bottom mould plate junction, follow closely an elongated lumps of wood or control the position of ater-casting side form every wood particle of one section of nail, ater-casting side form suitable for reading every a supporting square timber of one section of nail, fix ater-casting side form, control ater-casting width.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410061294.9A CN103821351A (en) | 2014-02-24 | 2014-02-24 | Retention device and method for floor plate post-cast strip |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410061294.9A CN103821351A (en) | 2014-02-24 | 2014-02-24 | Retention device and method for floor plate post-cast strip |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103821351A true CN103821351A (en) | 2014-05-28 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410061294.9A Pending CN103821351A (en) | 2014-02-24 | 2014-02-24 | Retention device and method for floor plate post-cast strip |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103821351A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105696631A (en) * | 2016-04-20 | 2016-06-22 | 宝业湖北建工集团有限公司 | Post-cast strip baffle, baffle support system and erection method of support system |
| CN105863255A (en) * | 2016-04-06 | 2016-08-17 | 中国十七冶集团有限公司 | Partition treatment and reinforcement construction system used for storey temporary construction joint |
| CN106760496A (en) * | 2016-12-21 | 2017-05-31 | 中国建筑第四工程局有限公司 | A kind of floor beam plate post-cast strip template support system and its construction method |
| CN112878664A (en) * | 2020-06-08 | 2021-06-01 | 富利建设集团有限公司 | Disc buckle type socket joint type formwork support and post-cast strip independent formwork construction structure |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| BE1001453A3 (en) * | 1988-02-19 | 1989-10-31 | Bodima Nv | Foundation joint watertight seal - comprises elastic strip with protection and stiffening at joint |
| CN101205726A (en) * | 2007-12-19 | 2008-06-25 | 南通华新建工集团有限公司 | Foundation bedplate post-pouring strip mud-leakage preventing method |
| CN202787330U (en) * | 2012-08-21 | 2013-03-13 | 中建七局第一建筑有限公司 | Post-cast strip template |
| CN203320574U (en) * | 2013-06-30 | 2013-12-04 | 陕西建工集团第一建筑工程有限公司 | Construction structure for retaining post-poured strip and construction joint on cast-in-situ plate |
| CN203334660U (en) * | 2013-06-18 | 2013-12-11 | 浙江海天建设集团有限公司 | Base plate post-cast strip formwork for concrete pouring |
-
2014
- 2014-02-24 CN CN201410061294.9A patent/CN103821351A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| BE1001453A3 (en) * | 1988-02-19 | 1989-10-31 | Bodima Nv | Foundation joint watertight seal - comprises elastic strip with protection and stiffening at joint |
| CN101205726A (en) * | 2007-12-19 | 2008-06-25 | 南通华新建工集团有限公司 | Foundation bedplate post-pouring strip mud-leakage preventing method |
| CN202787330U (en) * | 2012-08-21 | 2013-03-13 | 中建七局第一建筑有限公司 | Post-cast strip template |
| CN203334660U (en) * | 2013-06-18 | 2013-12-11 | 浙江海天建设集团有限公司 | Base plate post-cast strip formwork for concrete pouring |
| CN203320574U (en) * | 2013-06-30 | 2013-12-04 | 陕西建工集团第一建筑工程有限公司 | Construction structure for retaining post-poured strip and construction joint on cast-in-situ plate |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105863255A (en) * | 2016-04-06 | 2016-08-17 | 中国十七冶集团有限公司 | Partition treatment and reinforcement construction system used for storey temporary construction joint |
| CN105863255B (en) * | 2016-04-06 | 2018-09-18 | 中国十七冶集团有限公司 | One kind is for the seam partition processing of floor temporary construction and reinforced construction method |
| CN105696631A (en) * | 2016-04-20 | 2016-06-22 | 宝业湖北建工集团有限公司 | Post-cast strip baffle, baffle support system and erection method of support system |
| CN105696631B (en) * | 2016-04-20 | 2017-12-29 | 宝业湖北建工集团有限公司 | A kind of erection method of post-cast strip baffle plate, baffle plate support system and support system |
| CN106760496A (en) * | 2016-12-21 | 2017-05-31 | 中国建筑第四工程局有限公司 | A kind of floor beam plate post-cast strip template support system and its construction method |
| CN112878664A (en) * | 2020-06-08 | 2021-06-01 | 富利建设集团有限公司 | Disc buckle type socket joint type formwork support and post-cast strip independent formwork construction structure |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20140528 |