CN201665997U - Internal mold fixing structure of cast-in-situ hollow slab high-strength thin wall pipe - Google Patents
Internal mold fixing structure of cast-in-situ hollow slab high-strength thin wall pipe Download PDFInfo
- Publication number
- CN201665997U CN201665997U CN2010201446360U CN201020144636U CN201665997U CN 201665997 U CN201665997 U CN 201665997U CN 2010201446360 U CN2010201446360 U CN 2010201446360U CN 201020144636 U CN201020144636 U CN 201020144636U CN 201665997 U CN201665997 U CN 201665997U
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- internal mold
- wall pipe
- strength thin
- floating
- pipe internal
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- Expired - Fee Related
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Abstract
The utility model discloses an internal mold fixing structure of a cast-in-situ hollow slab high-strength thin wall pipe, which comprises fixing brackets of a high-strength thin wall pipe internal mold, an anti-floating plow groove is provided on the fixing bracket, the fixing brackets are arranged at two ends of each high-strength thin wall pipe internal mold, each end is provided with right and left two brackets, one transverse rib as the anti-floating reinforcing steel bar is penetrated in the anti-floating plow groove of two fixing brackets at the same end, longitudinal positioning vertical ribs are provided at two sides of the fixing bracket, and the vertical ribs are fixed and banded with the anti-floating reinforcing steel bar, which are fixed on the bottom layer reinforcing steel bar by iron wire pulling in the mode of equidistance between two ends of the high-strength thin wall pipe internal mold. The utility model has advantages of reasonable structure, firm fixing and good working performance.
Description
Technical field:
The utility model relates to a kind of cast-in-place hollow slab high-strength thin-wall pipe internal mold fixture construction.
Background technology:
Existing cast-in-place hollow slab high-strength thin-wall pipe internal mold is difficult for fixing, influences service behaviour.
Summary of the invention:
It is a kind of rational in infrastructure that the purpose of this utility model is to provide, the cast-in-place hollow slab high-strength thin-wall pipe internal mold fixture construction of favorable working performance.
Technical solution of the present utility model is:
A kind of cast-in-place hollow slab high-strength thin-wall pipe internal mold fixture construction, it is characterized in that: comprise the fixed support of placing high-strength thin-wall pipe internal mold, fixed support is provided with the anti-floating groove, fixed support is arranged on the two ends of each high-strength thin-wall pipe internal mold, about every end has two, install a horizontal bar of making the anti-floating reinforcing bar in two support bracket fastened anti-floating grooves of same end, the fixed support both sides are provided with the vertical muscle of making longitudinal register, and fix by colligation with the anti-floating reinforcing bar; Between the high-strength thin-wall pipe internal mold two ends, equidistantly be fixed on the bottom layer of the reinforcing steel with the iron wire drawknot.
The utility model is rational in infrastructure, and is fixed, favorable working performance.
Description of drawings:
Fig. 1 is the configuration diagram of an embodiment of the utility model.
The specific embodiment:
A kind of cast-in-place hollow slab high-strength thin-wall pipe internal mold fixture construction, comprise the fixed support 2 of placing high-strength thin-wall pipe internal mold 1, fixed support is provided with anti-floating groove 3, fixed support is arranged on the two ends of each high-strength thin-wall pipe internal mold, about every end has two, install a horizontal bar 4 of making the anti-floating reinforcing bar in two support bracket fastened anti-floating grooves of same end, the fixed support both sides are provided with the vertical muscle 5 of making longitudinal register, and fix by colligation with the anti-floating reinforcing bar; Between the high-strength thin-wall pipe internal mold two ends, equidistantly be fixed on the bottom layer of the reinforcing steel with iron wire 6 drawknots.
Claims (1)
1. cast-in-place hollow slab high-strength thin-wall pipe internal mold fixture construction, it is characterized in that: comprise the fixed support of placing high-strength thin-wall pipe internal mold, fixed support is provided with the anti-floating groove, fixed support is arranged on the two ends of each high-strength thin-wall pipe internal mold, about every end has two, install a horizontal bar of making the anti-floating reinforcing bar in two support bracket fastened anti-floating grooves of same end, the fixed support both sides are provided with the vertical muscle of making longitudinal register, and fix by colligation with the anti-floating reinforcing bar; Between the high-strength thin-wall pipe internal mold two ends, equidistantly be fixed on the bottom layer of the reinforcing steel with the iron wire drawknot.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201446360U CN201665997U (en) | 2010-03-23 | 2010-03-23 | Internal mold fixing structure of cast-in-situ hollow slab high-strength thin wall pipe |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201446360U CN201665997U (en) | 2010-03-23 | 2010-03-23 | Internal mold fixing structure of cast-in-situ hollow slab high-strength thin wall pipe |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201665997U true CN201665997U (en) | 2010-12-08 |
Family
ID=43266956
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010201446360U Expired - Fee Related CN201665997U (en) | 2010-03-23 | 2010-03-23 | Internal mold fixing structure of cast-in-situ hollow slab high-strength thin wall pipe |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201665997U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109812620A (en) * | 2019-01-21 | 2019-05-28 | 北京通成达水务建设有限公司 | Primary concreting large-diameter steel pipe concrete pack method |
| CN113513156A (en) * | 2021-04-27 | 2021-10-19 | 山东恒信建业集团有限公司 | Beam-penetrating sleeve structure and mounting method |
-
2010
- 2010-03-23 CN CN2010201446360U patent/CN201665997U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109812620A (en) * | 2019-01-21 | 2019-05-28 | 北京通成达水务建设有限公司 | Primary concreting large-diameter steel pipe concrete pack method |
| CN113513156A (en) * | 2021-04-27 | 2021-10-19 | 山东恒信建业集团有限公司 | Beam-penetrating sleeve structure and mounting method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20101208 Termination date: 20140323 |