CN104818846A - Pillar hoop for horizontally supporting pillar formwork - Google Patents
Pillar hoop for horizontally supporting pillar formwork Download PDFInfo
- Publication number
- CN104818846A CN104818846A CN201510262490.7A CN201510262490A CN104818846A CN 104818846 A CN104818846 A CN 104818846A CN 201510262490 A CN201510262490 A CN 201510262490A CN 104818846 A CN104818846 A CN 104818846A
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- tie
- bar
- thin bar
- pillar
- thin
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- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
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Abstract
The invention discloses a pillar hoop for horizontally supporting a pillar formwork, is designed for a reinforced concrete pillar support formwork and belongs to the construction field of a building. The pillar hoop (1) is composed of a pillar hoop coarse-pole (11), a pillar hoop thin-pole (12), a pillar hoop hinge (13) and a pillar hoop lock-latch (14), wherein the pillar hoop coarse-pole (11) and the pillar hoop thin-pole (12) are hinged through the pillar hoop hinge (13); the pillar hoop lock-latch (14) is installed at the end of the pillar hoop thin-pole (12) and is fixedly connected with the pillar hoop thin-pole (12); during use, four pillar hoops (1) are horizontally arranged at four corners of a reinforced concrete pillar; the pillar hoop thin-pole (12) of one pillar hoop (1) is placed into the other pillar hoop coarse-pole (11), fastened and then locked by the pillar hoop lock-latch (14). The pillar hoop has the beneficial effects that the pillar hoop can be conveniently and rapidly installed without small accessories and fittings, and no accessories are lost in construction.
Description
Technical field
A kind of column template horizontal support tie, is reinforced concrete post formwork and designing, belongs to the realm of building construction.
Background technology
When tie is reinforced concrete post formwork in building engineering construction must the instrument of fixed leg template, be that column template is stupefiedly connected into overall cross binding with perpendicular.Existing tie has a variety of, have and adopt angle steel and channel-section steel to make main part, split bolt is adopted to connect, have and adopt turnbuckle to connect, also have and adopt steel tube fastener to connect, but mostly generally be three, have even with multiple unconnected part, due to the easy landing of some finding, all make troubles with installing to carrying.A kind of column template horizontal support tie disclosed by the invention is adopted to solve the problem.
Summary of the invention
In order to solve the problem, the invention provides a kind of column template horizontal support tie, be cut with scissors 13 formed with tie snap close 14 by tie thick bar 11, tie thin bar 12, tie; Feature is, tie thick bar 11 and tie thin bar 12 are cut with scissors 13 hinged by tie, tie snap close 14 is arranged on the end of tie thin bar 12, with tie thin bar 12 consolidation; During use, lie in a horizontal plane in the outside of perpendicular stupefied 2 of reinforced concrete post with 4 ties 1, the tie thin bar 12 of a tie 1 be placed in another tie thick bar 11, fastening rear tie snap close 14 is locked, and tie 1 is fixed by perpendicular stupefied 2 pairs of templates 3.
Described tie thick bar 11 is made up of the leverage component with intensity, rigidity and toughness, preferential recommendation adopts channel-section steel to make, when adopting channel-section steel to make, the outward opening of tie thick bar 11, one end of tie thick bar 11 and one end tie of tie thin bar 12 cut with scissors 13 hinged, rotate for axle produces with tie hinge 13, relative rotation can be produced between tie thick bar 11 with tie thin bar 12, to change the angle between tie thick bar 11 and tie thin bar 12, but can not arbitrarily separate between tie thick bar 11 with tie thin bar 12.
Described tie thin bar 12 is made up of the leverage component with intensity, rigidity and toughness, preferential recommendation adopts square steel on an empty stomach to make, also channel-section steel or other materials can be adopted to make, when adopting channel-section steel to make, little than tie thick bar 11 of the sectional dimension of tie thin bar 12, and the opening of channel-section steel should be inside, if required, tie thin bar 12 can be placed in the empty stomach of tie thick bar 11.
Described tie hinge 13 be by having intensity, rigidity becomes with the articulation of toughness, tie hinge 13 is the parts connecting tie thick bar 11 and tie thin bar 12, is worked by tie thick bar 11 and the 12 pairs of formwork work of tie thin bar.
Described tie snap close 14 is made up of the fastener with intensity, rigidity and toughness, tie snap close 14 is placed in the both sides of the other end of tie thin bar 12, and can rotate, during formwork, pressed by snap close, namely tie thin bar 12 and the tie thick bar 11 of two adjacent ties 1 are locked; Rotated by snap close during form removal and lift, tie thin bar 12 is that is released with tie thick bar 11.
Described reinforced concrete post formwork is, four pieces of steel concrete column templates 3 are placed in reinforced concrete post four directions, be arranged in outside steel concrete column template 3 by perpendicular stupefied 2,4 ties 1 are lain in a horizontal plane in the perpendicular stupefied outside of reinforced concrete post corner, by the tie thin bar 12 of adjacent tie 1 and tie thick bar 11 one_to_one corresponding, the tie thin bar 12 of correspondence is placed in the empty stomach of tie thick bar 11, after adjustment, fastening tie snap close 14.
The invention has the beneficial effects as follows that tie can be installed quickly and easily, and there is no fragmentary annex and accessory, during construction, annex Loss can not be produced.
Accompanying drawing explanation
Below in conjunction with the drawings and specific embodiments, the present invention is described in further detail.
Fig. 1 column template horizontal support operating diagram;
Fig. 2 column template horizontal support schematic diagram;
Fig. 3 1-1 sectional drawing;
Fig. 4 column template horizontal support connected node schematic diagram.
in figure: 1-tie; 11-tie thick bar; 12-tie thin bar; 13-tie cuts with scissors; 14-tie snap close; 2-erects stupefied; 3-column template.
Detailed description of the invention
The frame column formwork of certain framework house adopts and the invention provides a kind of column template horizontal support tie, is cut with scissors 13 formed with tie snap close 14 by tie thick bar 11, tie thin bar 12, tie; Feature is, tie thick bar 11 and tie thin bar 12 are cut with scissors 13 hinged by tie, tie snap close 14 is arranged on the end of tie thin bar 12, with tie thin bar 12 consolidation; During use, lie in a horizontal plane in the outside of perpendicular stupefied 2 of reinforced concrete post with 4 ties 1, the tie thin bar 12 of a tie 1 be placed in another tie thick bar 11, fastening rear tie snap close 14 is locked, and tie 1 is fixed by perpendicular stupefied 2 pairs of templates 3.
Described tie thick bar 11 is made up of the leverage component with some strength, rigidity and toughness, actual employing No. 6 channel-section steels make, during making, the outward opening of tie thick bar 11, one end of tie thick bar 11 and one end tie of tie thin bar 12 cut with scissors 13 hinged, rotate for axle produces with tie hinge 13, relative rotation can be produced between tie thick bar 11 with tie thin bar 12, to change the angle between tie thick bar 11 and tie thin bar 12, but can not arbitrarily separate between tie thick bar 11 with tie thin bar 12.
Described tie thin bar 12 is made up of the leverage component with some strength, rigidity and toughness, actual employing No. 4 channel-section steels make, during making, little than tie thick bar 11 of the sectional dimension of tie thin bar 12, and the opening of channel-section steel should be inside, if required, tie thin bar 12 can be placed in the empty stomach of tie thick bar 11.
Described tie hinge 13 be by having some strength, rigidity becomes with the articulation of toughness, the actual hinge that adopts makes, by one end shutoff of No. 6 channel-section steels and No. 4 channel-section steels, and be welded on the blade of hinge, tie hinge 13 connects tie thick bar 11 and the part of tie thin bar 12, worked by tie thick bar 11 and the 12 pairs of formwork work of tie thin bar.
The tie snap close 14 that described tie snap close 14 is made up of the fastener with some strength, rigidity and toughness is commercially available, tie snap close 14 is placed in the both sides of the other end of tie thin bar 12, and can rotate, during formwork, pressed by snap close, namely tie thin bar 12 and the tie thick bar 11 of two adjacent ties 1 are locked; Rotated by snap close during form removal and lift, tie thin bar 12 is that is released with tie thick bar 11.
Described reinforced concrete post formwork is, four pieces of steel concrete column templates 3 are placed in reinforced concrete post four directions, be arranged in outside steel concrete column template 3 by perpendicular stupefied 2,4 ties 1 are lain in a horizontal plane in the perpendicular stupefied outside of reinforced concrete post corner, by the tie thin bar 12 of adjacent tie 1 and tie thick bar 11 one_to_one corresponding, the tie thin bar 12 of correspondence is placed in the empty stomach of tie thick bar 11, after adjustment, fastening tie snap close 14.
Claims (6)
1. a column template horizontal support tie, is characterized in that, described tie (1) is cut with scissors (13) formed with tie snap close (14) by tie thick bar (11), tie thin bar (12), tie; Feature is, tie thick bar (11) and tie thin bar (12) by tie cut with scissors (13) hinged, tie snap close (14) is arranged on the end of tie thin bar (12), with tie thin bar (12) consolidation; During use, the outside of perpendicular stupefied (2) of reinforced concrete post is lain in a horizontal plane in 4 ties (1), tie (1) banding erects stupefied (2), the tie thin bar (12) of a tie (1) is placed in another tie thick bar (11), fastening rear tie snap close (14) locking, tie (1) is fixed template (3) by perpendicular stupefied (2).
2. a kind of column template horizontal support tie (1) according to claim 1, it is characterized in that, tie thick bar (11) is made up of leverage component, and the belly of tie thick bar (11) is hollow, tie thin bar (12) can be made to be placed in one on an empty stomach; (13) can be cut with scissors between tie thick bar (11) and tie thin bar (12) rotate for axle produces with tie, to change the angle between tie thick bar (11) and tie thin bar (12), but can not arbitrarily separate between tie thick bar (11) with tie thin bar (12).
3. a kind of column template horizontal support tie (1) according to claim 1, it is characterized in that, tie thin bar (12) is made up of retracting device (2) leverage component, little than tie thick bar (11) of the sectional dimension of tie thin bar (12), if required, tie thin bar (12) can be placed in the empty stomach of tie thick bar (11).
4. a kind of column template horizontal support tie (1) according to claim 1, it is characterized in that, tie hinge (13) is become by articulation, tie hinge (13) connects tie thick bar (11) and the part of tie thin bar (12), worked to formwork work by tie thick bar (11) and tie thin bar (12).
5. a kind of column template horizontal support tie (1) according to claim 1, it is characterized in that, tie snap close (14) is made up of fastener, tie snap close (14) is placed in the both sides of the end of tie thin bar (12), and can rotate, during formwork, snap close is pressed, tie thin bar (12) and the tie thick bar (11) of two adjacent ties (1) are namely locked, and rotated by snap close during form removal and lift, tie thin bar (12) is namely released with tie thick bar (11).
6. a kind of column template horizontal support tie (1) according to claim 1, it is characterized in that, during reinforced concrete post formwork, four pieces of steel concrete column templates (3) are placed in reinforced concrete post four directions, stupefied (2) will be erected and be arranged in steel concrete column template (3) outside, 4 ties (1) are lain in a horizontal plane in the perpendicular stupefied outside of reinforced concrete post corner, by the tie thin bar (12) of adjacent tie (1) and tie thick bar (11) one_to_one corresponding, the tie thin bar (12) of correspondence is placed in the empty stomach of tie thick bar (11), after adjustment, fastening tie snap close (14).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510262490.7A CN104818846B (en) | 2015-05-22 | 2015-05-22 | Pillar hoop for horizontally supporting pillar formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510262490.7A CN104818846B (en) | 2015-05-22 | 2015-05-22 | Pillar hoop for horizontally supporting pillar formwork |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104818846A true CN104818846A (en) | 2015-08-05 |
| CN104818846B CN104818846B (en) | 2017-05-24 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510262490.7A Active CN104818846B (en) | 2015-05-22 | 2015-05-22 | Pillar hoop for horizontally supporting pillar formwork |
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| Country | Link |
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| CN (1) | CN104818846B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105822063A (en) * | 2016-03-30 | 2016-08-03 | 江苏建筑职业技术学院 | L-shaped special-shaped post formwork and formwork supporting method |
| CN115573558A (en) * | 2022-11-10 | 2023-01-06 | 甘肃第三建设集团有限公司 | Can have enough to meet need combination formula shaped steel column hoop device and application thereof |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES2293758A1 (en) * | 2004-08-07 | 2008-03-16 | Jesus Sotomayor Otero | Clamping anchor for plumbing formwork of cylindrical board, has sheet metal ring that fits shuttering of board through hinge and closure |
| KR20090010281A (en) * | 2007-07-23 | 2009-01-30 | 박동수 | Concrete closing device |
| CN101566007A (en) * | 2008-04-21 | 2009-10-28 | 株式会社村上工务店 | Column form unit, transversal fastening frame for column form unit and construction method for cast-in-situ reinforced concrete column |
| KR20110006207A (en) * | 2009-07-13 | 2011-01-20 | 최은수 | Mold fixing band for concrete column |
| CN203905479U (en) * | 2014-06-11 | 2014-10-29 | 中国十五冶金建设集团有限公司 | Concrete formwork movable reinforcing hoop |
| CN204152202U (en) * | 2014-10-24 | 2015-02-11 | 富于安（福建）环保模板有限公司 | Column template clamp frame |
| CN204266586U (en) * | 2014-12-05 | 2015-04-15 | 广西建工集团第二建筑工程有限责任公司 | A kind of fastening devices of rectangular column mould |
| CN204645639U (en) * | 2015-05-22 | 2015-09-16 | 江苏建筑职业技术学院 | A kind of building operations formwork tie |
-
2015
- 2015-05-22 CN CN201510262490.7A patent/CN104818846B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES2293758A1 (en) * | 2004-08-07 | 2008-03-16 | Jesus Sotomayor Otero | Clamping anchor for plumbing formwork of cylindrical board, has sheet metal ring that fits shuttering of board through hinge and closure |
| KR20090010281A (en) * | 2007-07-23 | 2009-01-30 | 박동수 | Concrete closing device |
| CN101566007A (en) * | 2008-04-21 | 2009-10-28 | 株式会社村上工务店 | Column form unit, transversal fastening frame for column form unit and construction method for cast-in-situ reinforced concrete column |
| KR20110006207A (en) * | 2009-07-13 | 2011-01-20 | 최은수 | Mold fixing band for concrete column |
| CN203905479U (en) * | 2014-06-11 | 2014-10-29 | 中国十五冶金建设集团有限公司 | Concrete formwork movable reinforcing hoop |
| CN204152202U (en) * | 2014-10-24 | 2015-02-11 | 富于安（福建）环保模板有限公司 | Column template clamp frame |
| CN204266586U (en) * | 2014-12-05 | 2015-04-15 | 广西建工集团第二建筑工程有限责任公司 | A kind of fastening devices of rectangular column mould |
| CN204645639U (en) * | 2015-05-22 | 2015-09-16 | 江苏建筑职业技术学院 | A kind of building operations formwork tie |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105822063A (en) * | 2016-03-30 | 2016-08-03 | 江苏建筑职业技术学院 | L-shaped special-shaped post formwork and formwork supporting method |
| CN115573558A (en) * | 2022-11-10 | 2023-01-06 | 甘肃第三建设集团有限公司 | Can have enough to meet need combination formula shaped steel column hoop device and application thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104818846B (en) | 2017-05-24 |
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Effective date of registration: 20181203 Address after: 233010 Pioneering Building 316, Huineng Small and Micro Enterprises Pioneering Center, 1750 Shengli West Road, Yuhui District, Bengbu City, Anhui Province Patentee after: Bengbu Dingrong Science and Technology Information Consulting Co., Ltd. Address before: No. 26, Xue Yuan Road, Quanshan District, Xuzhou, Jiangsu Patentee before: Jiangsu Institute of Architectural Technology |
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| TR01 | Transfer of patent right |
Effective date of registration: 20181228 Address after: No. 26, Xue Yuan Road, Quanshan District, Xuzhou, Jiangsu Patentee after: Jiangsu Institute of Architectural Technology Address before: 233010 Pioneering Building 316, Huineng Small and Micro Enterprises Pioneering Center, 1750 Shengli West Road, Yuhui District, Bengbu City, Anhui Province Patentee before: Bengbu Dingrong Science and Technology Information Consulting Co., Ltd. |
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| TR01 | Transfer of patent right |