CN204753935U - Anti construction location structure that floats of thin wall square chest - Google Patents
Anti construction location structure that floats of thin wall square chest Download PDFInfo
- Publication number
- CN204753935U CN204753935U CN201520419710.8U CN201520419710U CN204753935U CN 204753935 U CN204753935 U CN 204753935U CN 201520419710 U CN201520419710 U CN 201520419710U CN 204753935 U CN204753935 U CN 204753935U
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- square chest
- thin
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- reinforcing bar
- walled square
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Abstract
The utility model relates to an anti construction location structure that floats of thin wall square chest, including thin wall square chest body, thin wall square chest body is rectangle array arrangement, in addition by fixed stop gear cladding, fixed stop gear is including supporting stupefied wood, support the template, the concrete cushion, the reinforcing bar is fixed to the side position, the reinforcing bar is fixed at the top, fixed reinforcing bar in bottom and reinforcement bar, it is located support template lower surface wherein to support stupefied wood, at least two of concrete cushion is just installed and is being supported the template upper surface, the fixed reinforcing bar in bottom is located thin wall square chest body lower surface, the fixed reinforcing bar of side position offsets with thin wall square chest body side surface, reinforcement bar one end and the fixed steel bar connection in top, the other end offsets with thin wall square chest body upper surface. The displacement phenomenon of floating can take place by effectual restriction thin wall square chest for this novel one side when carrying out the concrete casting to help improving the construction quality of building, simplification that on the other hand is very big the location mounting process of thin wall square chest, has improved the efficiency of construction and has reduced construction cost.
Description
Technical field
The utility model relates to a kind of thin-walled square chest anti-floating construction location structure, belongs to aluminium alloys and produces equipment for continuously rolling technical field.
Background technology
Carrying out in Construction of highrise buildings at present, for improving Building Structure Strength, and alleviate building deadweight, often adopting based on thin-walled square chest building floor place is that the steel bar concrete casting structure of matrix is as floor, but in actual use, because thin-walled square chest equipment self-weight is less, therefore when carrying out concrete casting operation, thin-walled square chest is very easily because the reasons such as buoyancy occur to float and displacement, thus have a strong impact on structural strength and the construction quality stability of building, therefore must guarantee to adopt responsible measures to control the floating of thin-walled square chest in current work progress, and presently used its construction technology of thin-walled square chest equipment location structure is very complicated, result in thin-walled square chest efficiency of construction on the one hand low, also result in larger manpower and raw-material loss on the other hand, once the cost of construction had been added, therefore for this present situation, in the urgent need to developing a kind of novel thin-walled square chest anti-floating construction location structure, with the needs that satisfied reality uses.
Utility model content
For the deficiency that prior art exists, the utility model provides a kind of thin-walled square chest anti-floating construction location structure, this new structure is simple, easy construction, effectively can limit thin-walled square chest there is floating displacement phenomenon when carrying out concrete casting on the one hand, thus contribute to the construction quality improving building, greatly simplify the location and installation technique of thin-walled square chest on the other hand, improve efficiency of construction and reduce construction cost.
To achieve these goals, the utility model realizes by the following technical solutions:
A kind of thin-walled square chest anti-floating construction location structure, comprise thin-walled square chest body, the rectangular array arrangement of thin-walled square chest body, and each thin-walled square chest body is separately coated by fixing position-limit mechanism, another by fixing position-limit mechanism connection between adjacent thin-walled square chest body, fixing position-limit mechanism comprises the stupefied wood of support, support shuttering, Concrete seat pad, reinforcing bar is fixed in position, side, reinforcing bar is fixed at top, the fixing reinforcing bar in bottom and strengthening muscle, wherein support stupefied wood and be positioned at support shuttering soffit, and support at least two, stupefied wood and parallel distribution, Concrete seat pad at least two and be arranged on support shuttering upper surface and parallel distribution, thin-walled square chest body soffit and Concrete seat pad offset, support shuttering respectively with horizontal plane and the parallel distribution of thin-walled square chest body soffit, the fixing reinforcing bar in bottom is positioned at thin-walled square chest body soffit, and be embedded in Concrete seat pad, position, side is fixed reinforced steel bar ring and is distributed around thin-walled square chest body axis and offset with thin-walled square chest bodies side surface, reinforcing bar and bottom are fixed in top, and to fix reinforcing bar symmetrical with thin-walled square chest body center line, and be looped around thin-walled square chest body upper surface edge for rectangular frame structure, and bar connecting is fixed in another and position, side, position, side is fixed reinforcing bar and is fixed reinforcing bar with top respectively, the fixing bar connecting in bottom and mutually vertical, strengthening totally four, muscle, bar connecting is fixed at its one end and top, the other end and thin-walled square chest body upper surface offset, and strengthening muscle axis overlaps with thin-walled square chest body upper surface side edge mid-points, the offset effective length of position of strengthening muscle and thin-walled square chest body is 1/3-1/2 of the thin-walled square chest body length of side.
Further, reinforcing bar is fixed in described position, side, reinforcing bar is fixed at top, reinforcing bar is fixed in bottom and connect by welding or tie up silk between strengthening muscle.
Further, between described adjacent thin-walled square chest body by support stupefied wood, support shuttering, reinforcing bar is fixed at top and bar connecting is fixed in bottom.
This new structure is simple, easy construction, effectively can limit thin-walled square chest there is floating displacement phenomenon when carrying out concrete casting on the one hand, thus contribute to the construction quality improving building, greatly simplify the location and installation technique of thin-walled square chest on the other hand, improve efficiency of construction and reduce construction cost.
Accompanying drawing explanation
The utility model is described in detail below in conjunction with the drawings and specific embodiments;
Fig. 1 is this Novel arrangement structure schematic diagram;
Fig. 2 is this Novel side partial sectional view.
Detailed description of the invention
The technological means realized for making the utility model, creation characteristic, reaching object and effect is easy to understand, below in conjunction with detailed description of the invention, setting forth the utility model further.
A kind of thin-walled square chest anti-floating construction location structure as described in Fig. 1 and 2, comprise thin-walled square chest body 1, the rectangular array arrangement of thin-walled square chest body 1, and each thin-walled square chest body 1 is another coated by fixing position-limit mechanism 2, separately connected by fixing position-limit mechanism 2 between adjacent thin-walled square chest body 1, fixing position-limit mechanism 2 comprises support stupefied wooden 21, support shuttering 22, Concrete seat pad 23, reinforcing bar 24 is fixed in position, side, reinforcing bar 25 is fixed at top, the fixing reinforcing bar 26 in bottom and strengthening muscle 27, wherein support stupefied wooden 21 and be positioned at support shuttering 22 soffit, and support at least two, stupefied wood and parallel distribution, Concrete seat pad 23 at least two and be arranged on support shuttering 22 upper surface and parallel distribution, thin-walled square chest body 1 soffit and Concrete seat pad 23 offset, support shuttering 22 respectively with horizontal plane and the parallel distribution of thin-walled square chest body 1 soffit, the fixing reinforcing bar 26 in bottom is positioned at thin-walled square chest body 1 soffit, and be embedded in Concrete seat pad 23, position, side is fixed reinforcing bar 24 and is distributed around thin-walled square chest body 1 axis and offset with thin-walled square chest body 1 side surface, reinforcing bar 25 and bottom are fixed in top, and to fix reinforcing bar 26 symmetrical with thin-walled square chest body 1 center line, and be looped around thin-walled square chest body 1 top surface edge for rectangular frame structure, and separately fix reinforcing bar 24 with position, side and be connected, position, side is fixed reinforcing bar 24 and is fixed reinforcing bar 5 with top respectively, the fixing reinforcing bar 26 in bottom connects and mutually vertical, strengthening totally four, muscle 27, its one end and top are fixed reinforcing bar 25 and are connected, the other end and thin-walled square chest body 1 upper surface offset, and strengthening muscle 4 axis overlaps with thin-walled square chest body 1 upper surface side edge mid-points, the effective length that strengthening muscle 27 and thin-walled square chest body 1 offset position is 1/3-1/2 of thin-walled square chest body 1 length of side.
In the present embodiment, reinforcing bar 24 is fixed in described position, side, reinforcing bar 25 is fixed at top, reinforcing bar 26 is fixed in bottom and connect by welding or tie up silk between strengthening muscle 27.
In the present embodiment, between described adjacent thin-walled square chest body 1 by supporting stupefied wooden 21, support shuttering 22, reinforcing bar 25 is fixed at top and bottom is fixed reinforcing bar 26 and connected.
This new structure is simple, easy construction, effectively can limit thin-walled square chest there is floating displacement phenomenon when carrying out concrete casting on the one hand, thus contribute to the construction quality improving building, greatly simplify the location and installation technique of thin-walled square chest on the other hand, improve efficiency of construction and reduce construction cost.
More than show and describe general principle of the present utility model and principal character and advantage of the present utility model.The technician of the industry should understand; the utility model is not restricted to the described embodiments; what describe in above-described embodiment and manual just illustrates principle of the present utility model; under the prerequisite not departing from the utility model spirit and scope; the utility model also has various changes and modifications, and these changes and improvements all fall within the scope of claimed the utility model.The claimed scope of the utility model is defined by appending claims and equivalent thereof.
Claims (3)
1. a thin-walled square chest anti-floating construction location structure, comprise thin-walled square chest body, it is characterized in that: the described rectangular array arrangement of thin-walled square chest body, and each thin-walled square chest body is separately coated by fixing position-limit mechanism, another by fixing position-limit mechanism connection between adjacent thin-walled square chest body, described fixing position-limit mechanism comprises the stupefied wood of support, support shuttering, Concrete seat pad, reinforcing bar is fixed in position, side, reinforcing bar is fixed at top, the fixing reinforcing bar in bottom and strengthening muscle, the stupefied wood of wherein said support is positioned at support shuttering soffit, and support at least two, stupefied wood and parallel distribution, described Concrete seat pad at least two and be arranged on support shuttering upper surface and parallel distribution, described thin-walled square chest body soffit and Concrete seat pad offset, described support shuttering respectively with horizontal plane and the parallel distribution of thin-walled square chest body soffit, described bottom is fixed reinforcing bar and is positioned at thin-walled square chest body soffit, and be embedded in Concrete seat pad, described position, side is fixed reinforced steel bar ring and is distributed around thin-walled square chest body axis and offset with thin-walled square chest bodies side surface, reinforcing bar and bottom are fixed in described top, and to fix reinforcing bar symmetrical with thin-walled square chest body center line, and be looped around thin-walled square chest body upper surface edge for rectangular frame structure, and bar connecting is fixed in another and position, side, described position, side is fixed reinforcing bar and is fixed reinforcing bar with top respectively, the fixing bar connecting in bottom and mutually vertical, totally four, described strengthening muscle, bar connecting is fixed at its one end and top, the other end and thin-walled square chest body upper surface offset, and described strengthening muscle axis overlaps with thin-walled square chest body upper surface side edge mid-points, and strengthening muscle and thin-walled square chest body offset, the effective length of position is 1/3-1/2 of the thin-walled square chest body length of side.
2. a kind of thin-walled square chest anti-floating construction location structure according to claim 1, is characterized in that, reinforcing bar is fixed in described position, side, reinforcing bar is fixed at top, reinforcing bar is fixed in bottom and connect by welding or tie up silk between strengthening muscle.
3. a kind of thin-walled square chest anti-floating construction location structure according to claim 1, is characterized in that, between described adjacent thin-walled square chest body by support stupefied wood, support shuttering, reinforcing bar is fixed at top and bar connecting is fixed in bottom.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520419710.8U CN204753935U (en) | 2015-06-17 | 2015-06-17 | Anti construction location structure that floats of thin wall square chest |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520419710.8U CN204753935U (en) | 2015-06-17 | 2015-06-17 | Anti construction location structure that floats of thin wall square chest |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204753935U true CN204753935U (en) | 2015-11-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520419710.8U Expired - Fee Related CN204753935U (en) | 2015-06-17 | 2015-06-17 | Anti construction location structure that floats of thin wall square chest |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204753935U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105908883A (en) * | 2016-06-12 | 2016-08-31 | 中国十七冶集团有限公司 | Construction method for preventing upward floating of composite floor system lightweight core formwork |
| CN111305438A (en) * | 2020-03-31 | 2020-06-19 | 上海宝冶集团有限公司 | Anti-floating method of thin-wall square box |
-
2015
- 2015-06-17 CN CN201520419710.8U patent/CN204753935U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105908883A (en) * | 2016-06-12 | 2016-08-31 | 中国十七冶集团有限公司 | Construction method for preventing upward floating of composite floor system lightweight core formwork |
| CN111305438A (en) * | 2020-03-31 | 2020-06-19 | 上海宝冶集团有限公司 | Anti-floating method of thin-wall square box |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151111 Termination date: 20170617 |