CN204199509U - Thin-walled square chest float Structure - Google Patents
Thin-walled square chest float Structure Download PDFInfo
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- CN204199509U CN204199509U CN201420567946.1U CN201420567946U CN204199509U CN 204199509 U CN204199509 U CN 204199509U CN 201420567946 U CN201420567946 U CN 201420567946U CN 204199509 U CN204199509 U CN 204199509U
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- walled square
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Abstract
The utility model provides a kind of thin-walled square chest float Structure, comprise: form bracing framework, form bracing framework is provided with the template for fluid concrete, template is equipped with multiple thin-walled square chest, also baseplate reinforcing bar is provided with in the bottom of thin-walled square chest, the top of thin-walled square chest is provided with anti-floating beading, and the anti-floating beading of thin-walled square chest both sides is fixedly connected with baseplate reinforcing bar via the first tension member, and baseplate reinforcing bar is fixedly connected with form bracing framework via the second tension member.By arranging the first tension member and the second tension member, thin-walled square chest being fastened in template, ensure that the requirement of thin-walled square chest anti-floating, effectively improve drilling operation and the efficiency of construction with the operator such as support body tie wire operation simultaneously.
Description
Technical field
The utility model belongs to construction engineering technical field, and affiliated specialty is building structure and construction technology, particularly a kind of for the thin-walled square chest float Structure in hollow building cover work progress.
Background technology
In prior art, cassette ceiling framework for pouring into a mould cassette ceiling comprises the template for pouring concrete, template is equidistantly paved with multiple hollow thin-walled square chest, is also provided with bottom reinforcement bars in the bottom of thin-walled square chest, the top of thin-walled square chest is provided with placing of reinforcement.All punching in usual each thin-walled square chest four limit in template, adopts steel wire top reinforcement mesh sheet to be fixed in the support body support system under soffit formwork through template.This method due to steel wire length large, anti-floating effectiveness comparison is poor; Quantity that template is punched is many, reduces the template number of turnover; Iron wire fixed point position is many, and punching is many, adds workman and to work intensity, reduce efficiency of construction and speed of application.
Utility model content
For overcoming the defect existing for prior art, the purpose of this utility model is to provide a kind of thin-walled square chest float Structure, solve anti-floating effectiveness comparison in prior art poor, quantity that template is punched is many, the template number of turnover is low, workman's intensity of working is large, efficiency of construction and the low problem of speed of application.
Form bracing framework, described form bracing framework is provided with the template for fluid concrete, described template is equipped with multiple thin-walled square chest, also baseplate reinforcing bar is provided with in the bottom of described thin-walled square chest, the top of described thin-walled square chest is provided with anti-floating beading, described anti-floating beading between adjacent two described thin-walled square chests is fixedly connected with described baseplate reinforcing bar via the first tension member, and described baseplate reinforcing bar is fixedly connected with described form bracing framework via the second tension member.
Described multiple thin-walled square chest is that array is arranged.
Preferably, two described thin-walled square chests of being often separated by arrange the drawknot hole worn for the second tension member in the template of side of described thin-walled square chest week.
Preferably, the cross bar that described form bracing framework comprises multiple vertical rod and is fixedly connected with described multiple vertical rod, described second tension member is fixed on described cross bar.
Preferably, described first tension member and the second tension member are steel wire
Preferably, the corresponding described anti-floating beading in top of described thin-walled square chest is provided with locating slot bar, and described anti-floating beading is arranged in described locating slot bar.
Preferably, the bottom of described thin-walled square chest is provided with the supporting steel bar for supporting described thin-walled square chest.
The utility model provides a kind of thin-walled square chest float Structure, by arranging the first tension member and the second tension member, thin-walled square chest is fastened in template, ensure that the requirement of thin-walled square chest anti-floating, effectively improve drilling operation and the efficiency of construction with the operator such as support body tie wire operation simultaneously.
In addition, in template, set drawknot sky at interval of two casings, decrease the quantity that template is punched, add the template number of turnover, time saving and energy saving.
Accompanying drawing explanation
Fig. 1 is the structural representation of thin-walled square chest float Structure of the present invention;
Fig. 2 is the enlarged diagram of a-quadrant in thin-walled square chest float Structure of the present invention; And
Fig. 3 is the structural representation of thin-walled square chest in thin-walled square chest float Structure of the present invention.
Detailed description of the invention
For the benefit of to the understanding of structure of the present utility model, be described below in conjunction with drawings and Examples.Shown in composition graphs 1 to Fig. 3, the utility model provides a kind of thin-walled square chest float Structure, comprise: form bracing framework 10, described form bracing framework 10 is provided with the template 20 for pouring concrete, described template 20 is equidistantly paved with multiple hollow thin-walled square chest 30, these thin-walled square chests 30 are in array format, the size shape of each thin-walled square chest 30 is identical, spacing is identical, thus the gap after pouring concrete between thin-walled square chest 30 is formed many " girt strips ", make to build rear outward appearance more smooth.
Also be provided with baseplate reinforcing bar 41 in the bottom of described multiple thin-walled square chest 30, corresponding baseplate reinforcing bar 41, the slab reinforcement 42 arranged above thin-walled square chest 30, baseplate reinforcing bar 41 and slab reinforcement 42 form netted rectangle frame by colligation, in order to strengthen concrete strength.The top of described multiple thin-walled square chest 30 is provided with anti-floating beading 50, and corresponding described anti-floating beading 50 is provided with locating slot bar 31 at the top of each thin-walled square chest 30, described anti-floating beading 50 correspondence is arranged in the described locating slot bar 31 on a row thin-walled square chest 30.Further, the bottom of thin-walled square chest 30 is also provided with the supporting steel bar 80 for supporting described thin-walled square chest 30.
Because adjacent two thin-walled square chest 30 intervals are arranged, so the anti-floating beading 50 be positioned on two adjacent thin-walled square chests 30 is unsettled setting in interval location section, the unsettled described anti-floating beading 50 in thin-walled square chest 30 both sides described in any is fixedly connected with described baseplate reinforcing bar 41 via the first tension member 60.In the present embodiment, the first tension member 60 is steel wire, respectively draws and establishes one with steel wire, in order to strain anti-floating beading 50 and the baseplate reinforcing bar 41 of thin-walled square chest 30 top and bottom, make anti-floating beading 50 press thin-walled square chest 30, thus increase anti-floating effect in thin-walled square chest 30 both sides.
In order to strengthen the stability of structure, two described thin-walled square chests 30 of being often separated by are provided with drawknot hole in the template 20 of described thin-walled square chest 30 weeks sides, affixed second tension member 70 on baseplate reinforcing bar 41, after the other end of the second tension member 70 is worn corresponding drawknot hole, be fixed on form bracing framework 10.In the present embodiment, the cross bar that described form bracing framework 10 comprises multiple vertical rod and is fixedly connected with described multiple vertical rod.Described second tension member 70 is steel wire, is fixed on described cross bar.Often be separated by two described thin-walled square chests 30 template 20 on be provided with drawknot hole, compared with prior art, shorten drawing of steel wire and establish length, anti-floating effectiveness comparison strengthens, and decrease the quantity of punching in template 20, add template 20 number of turnover, in turn ensure that the requirement of thin-walled square chest 30 anti-floating, effectively improve drilling operation and the efficiency of construction with the operator such as support body metal binding wire operation simultaneously.
Now the concrete implementation detail of the utility model thin-walled square chest 30 float Structure is described in detail.
Install the form bracing framework 10 be made up of multiple cross bar and montant, lay concrete blinding 20, and colligation baseplate reinforcing bar 41 and slab reinforcement 42, equidistantly by row arrangement thin-walled square chest 30 on baseplate reinforcing bar 41, in template 20, drawknot hole is set at interval of 2 casings, colligation is beared down on one reinforcing bar, position check and correction is carried out to casing, socket on plate baseplate reinforcing bar 41 by the 14# steel wire reinforcing bar that will bear down on one, corresponding drawknot hole utilizes 14# steel wire through template 20, in order to plate baseplate reinforcing bar 41 and supporting steel pipe are socketed, after template 20 is removed, cut off downward the stretching out of concrete floor and socket steel wire.
The utility model provides a kind of thin-walled square chest float Structure, by arranging the first tension member and the second tension member, being fastened in template by thin-walled square chest, ensure that the requirement of thin-walled square chest anti-floating.And in template, set drawknot hole at interval of 2 casings, decrease the quantity that template is punched, add the template number of turnover, effectively improve drilling operation and the efficiency of construction with the operator such as support body metal binding wire operation simultaneously.
Below embodiment has been described in detail the utility model by reference to the accompanying drawings, and those skilled in the art can make many variations example to the utility model according to the above description.Thus, some details in embodiment should not formed restriction of the present utility model, the utility model by the scope that defines using appended claims as protection domain.
Claims (7)
1. a thin-walled square chest float Structure, is characterized in that, comprising:
Form bracing framework, described form bracing framework is provided with the template for fluid concrete, described template is equipped with multiple thin-walled square chest, also baseplate reinforcing bar is provided with in the bottom of described thin-walled square chest, the top of described thin-walled square chest is provided with anti-floating beading, described anti-floating beading between adjacent two described thin-walled square chests is fixedly connected with described baseplate reinforcing bar via the first tension member, and described baseplate reinforcing bar is fixedly connected with described form bracing framework via the second tension member.
2. thin-walled square chest float Structure as claimed in claim 1, is characterized in that, described multiple thin-walled square chest is that array is arranged.
3. thin-walled square chest float Structure as claimed in claim 1, is characterized in that, two described thin-walled square chests of being often separated by arrange the drawknot hole worn for described second tension member in the template of side of described thin-walled square chest week.
4. thin-walled square chest float Structure as claimed in claim 1, it is characterized in that, the cross bar that described form bracing framework comprises multiple vertical rod and is fixedly connected with described multiple vertical rod, described second tension member is fixed on described cross bar.
5. thin-walled square chest float Structure as claimed in claim 1, it is characterized in that, described first tension member and the second tension member are steel wire.
6. thin-walled square chest float Structure as claimed in claim 1, is characterized in that, the corresponding described anti-floating beading in top of described thin-walled square chest is provided with locating slot bar, and described anti-floating beading is installed with in described locating slot bar.
7. thin-walled square chest float Structure as claimed in claim 1, is characterized in that, the bottom of described thin-walled square chest is provided with the supporting steel bar for supporting described thin-walled square chest.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420567946.1U CN204199509U (en) | 2014-09-29 | 2014-09-29 | Thin-walled square chest float Structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420567946.1U CN204199509U (en) | 2014-09-29 | 2014-09-29 | Thin-walled square chest float Structure |
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| Publication Number | Publication Date |
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| CN204199509U true CN204199509U (en) | 2015-03-11 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201420567946.1U Active CN204199509U (en) | 2014-09-29 | 2014-09-29 | Thin-walled square chest float Structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104294984A (en) * | 2014-09-29 | 2015-01-21 | 中国建筑第八工程局有限公司 | Thin-wall square box anti-floating structure and construction method thereof |
| CN108179833A (en) * | 2018-01-11 | 2018-06-19 | 王泽颖 | A kind of hollow floor casting method based on tube filler |
-
2014
- 2014-09-29 CN CN201420567946.1U patent/CN204199509U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104294984A (en) * | 2014-09-29 | 2015-01-21 | 中国建筑第八工程局有限公司 | Thin-wall square box anti-floating structure and construction method thereof |
| CN108179833A (en) * | 2018-01-11 | 2018-06-19 | 王泽颖 | A kind of hollow floor casting method based on tube filler |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |