CN201671328U - Top plate post-cast strip outer reinforcing support member - Google Patents
Top plate post-cast strip outer reinforcing support member Download PDFInfo
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- CN201671328U CN201671328U CN2010201918728U CN201020191872U CN201671328U CN 201671328 U CN201671328 U CN 201671328U CN 2010201918728 U CN2010201918728 U CN 2010201918728U CN 201020191872 U CN201020191872 U CN 201020191872U CN 201671328 U CN201671328 U CN 201671328U
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- top plate
- platform
- cast strip
- lattice column
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Abstract
The utility model discloses a top plate post-cast strip outer reinforcing support member, characterized in that, the member comprises a top plate platform, a support top plate platform and a steel lattice column or a round steel pipe column connected therewith compactly, the top of the steel lattice column or the round steel pipe column is all welded with steel plates. The utility model has advantages that the condition that large quantities of accumulations or backlogging of turnaround materials can be solved effectively, the investment and the using of the engineering cost can be reduced, the structure is simple, the construction is convenient, the platform support rigidity and the stability of the post-cast strip platform are good, and the economic benefits and the social benefits are good.
Description
Technical field
The utility model relates to a kind of top board ater-casting external reinforcement supporting member of building field.
Background technology
Along with socioeconomic quick growth, all types of building in each department is rised sheer from level ground, and in high-rise building, because the needs of function and moulding often connect together high-rise main building and low layer podium, podium has surrounded the major part of main building.From traditional structure viewpoint, to wish high level and podium are thrown off, this just need establish deformation joint, but see and do not wish to establish seam from building requirements, twin beams, twin columns, Shuan Qiang can occur because establish seam, plane figure is limited to, the ater-casting method of therefore constructing is just arisen at the historic moment.The ater-casting is meant in cast-in-place whole reinforced concrete structure, only the provisional band shape seam of retaining in construction period plays the effect of digestion sedimentation shrinkage strain, according to requirement of engineering, after keeping certain hour, again with the closely knit structure that becomes continuous integral body of concreting.
After preventing when constructing, to form the ater-casting, because striding clear distance length, plate forms the platform downwarp at the place, ater-casting, have a strong impact on architecture quality, generally take double steel pipe scaffold to reinforce the support ater-casting.But this method need drop into a large amount of labours and circulation material, and economic benefit seriously reduces, and therefore need provide a new technical scheme to solve the problems referred to above.
The utility model content
The purpose of this utility model is: at above-mentioned deficiency, provide a kind of simple structure, easy construction, ensure the quality of products and place, top board ater-casting that economic benefit is high reinforces supporting member.
For achieving the above object, the technical solution adopted in the utility model is: a kind of top board ater-casting external reinforcement supporting member, described this member comprises top board platform, roof supporting platform and steel lattice column close-connected with it or round steel tubing string, and the top of described steel lattice column or round steel tubing string is all welded and is stamped steel plate.
The utility model top board ater-casting external reinforcement supporting member adopts steel lattice column or round steel tubing string, and the double steel pipe scaffold of taking before is reinforced the support ater-casting, place, the more effective control top board of energy ater-casting sedimentation phenomenon, integral rigidity and good stability; Reinforce the support system simple structure, easy construction; The number of turnover is many, reduces the input of material; Set up and remove conveniently, can effectively guarantee architecture quality; Making things convenient for the cleaning at ater-casting place and template to prop up tears open.
Description of drawings
Below in conjunction with the drawings and specific embodiments the utility model is described in further detail:
Fig. 1 the utility model structural representation.
Wherein: 1, top board platform, 2, steel lattice column, 3, the round steel tubing string, 4, steel plate.
The specific embodiment
As Fig. 1 a kind of top board of the present utility model ater-casting external reinforcement supporting member, comprise top board platform 1, roof supporting platform 1 and steel lattice column close-connected 2 or round steel tubing string 3 with it, the top of steel lattice column 2 or round steel tubing string 3 is all welded and is stamped steel plate 4.Adopt steel lattice column 2 or round steel tubing string 3 as supporting member, can locate sedimentation phenomenon in more effective control top board ater-casting, integral rigidity and good stability, the number of turnover is many, reduces the input of material.The top of steel lattice column 2 or round steel tubing string 3 is all welded and is stamped steel plate 4, can guarantee that steel lattice column 2 or round steel tubing string 3 are more abundant to be connected with the top board platform closely, and ater-casting place's platform support stiffness and good stability have good economic benefit and social benefit.
Claims (1)
1. top board ater-casting external reinforcement supporting member, it is characterized in that: described this member comprises top board platform, roof supporting platform and steel lattice column close-connected with it or round steel tubing string, the top of described steel lattice column or round steel tubing string is all welded and is stamped steel plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201918728U CN201671328U (en) | 2010-05-17 | 2010-05-17 | Top plate post-cast strip outer reinforcing support member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201918728U CN201671328U (en) | 2010-05-17 | 2010-05-17 | Top plate post-cast strip outer reinforcing support member |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201671328U true CN201671328U (en) | 2010-12-15 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010201918728U Expired - Lifetime CN201671328U (en) | 2010-05-17 | 2010-05-17 | Top plate post-cast strip outer reinforcing support member |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201671328U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102691411A (en) * | 2012-06-21 | 2012-09-26 | 中国建筑第五工程局有限公司 | Beam plate post-cast strip template support system and construction method thereof |
| CN105350719A (en) * | 2015-09-28 | 2016-02-24 | 黄坤坤 | Large span post-pouring belt early-dismantled mould additionally installed temporary constructional column construction method |
| CN106284845A (en) * | 2015-05-26 | 2017-01-04 | 五冶集团上海有限公司 | A kind of post-cast strip reinforced concrete structural column independence support system construction method |
| CN106320373A (en) * | 2016-08-24 | 2017-01-11 | 中天建设集团有限公司天津分公司 | Supporting system at position of post-pouring belt of underground garage roof and construction method |
| CN113482330A (en) * | 2021-06-16 | 2021-10-08 | 五冶集团上海有限公司 | Basement back-jacking detachable steel pipe construction method |
-
2010
- 2010-05-17 CN CN2010201918728U patent/CN201671328U/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102691411A (en) * | 2012-06-21 | 2012-09-26 | 中国建筑第五工程局有限公司 | Beam plate post-cast strip template support system and construction method thereof |
| CN106284845A (en) * | 2015-05-26 | 2017-01-04 | 五冶集团上海有限公司 | A kind of post-cast strip reinforced concrete structural column independence support system construction method |
| CN105350719A (en) * | 2015-09-28 | 2016-02-24 | 黄坤坤 | Large span post-pouring belt early-dismantled mould additionally installed temporary constructional column construction method |
| CN106320373A (en) * | 2016-08-24 | 2017-01-11 | 中天建设集团有限公司天津分公司 | Supporting system at position of post-pouring belt of underground garage roof and construction method |
| CN113482330A (en) * | 2021-06-16 | 2021-10-08 | 五冶集团上海有限公司 | Basement back-jacking detachable steel pipe construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20101215 |
|
| CX01 | Expiry of patent term |