CN204645639U - A kind of building operations formwork tie - Google Patents
A kind of building operations formwork tie Download PDFInfo
- Publication number
- CN204645639U CN204645639U CN201520332362.0U CN201520332362U CN204645639U CN 204645639 U CN204645639 U CN 204645639U CN 201520332362 U CN201520332362 U CN 201520332362U CN 204645639 U CN204645639 U CN 204645639U
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- Prior art keywords
- tie
- bar
- thin bar
- thick
- snap close
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Abstract
A kind of building operations formwork tie, is reinforced concrete post formwork and designing, belongs to the realm of building construction; Tie (1) is cut with scissors (13) formed with tie snap close (14) by tie thick bar (11), tie thin bar (12), tie; 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, lie in a horizontal plane in the corner 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.The beneficial effects of the utility model are that tie can be installed quickly and easily, and do not have fragmentary annex and accessory, can not produce annex Loss during construction.
Description
Technical field
A kind of building operations formwork 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, but mostly generally is 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 building operations formwork tie disclosed in the utility model is adopted to solve the problem.
Utility model content
In order to solve the problem, the utility model provides a kind of building operations formwork 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 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 beneficial effects of the utility model are that tie can be installed quickly and easily, and do not have fragmentary annex and accessory, can not produce annex Loss during construction.
Accompanying drawing explanation
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.
Fig. 1 tie operating diagram;
Fig. 2 tie schematic diagram;
Fig. 3 1-1 sectional drawing;
Fig. 4 tie operating 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 the utility model to provide a kind of building operations formwork 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.
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, produce rotation, can produce relative rotation between tie thick bar 11 with tie thin bar 12 with tie hinge 13 for axle, 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.
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.
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 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.
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 building operations formwork 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; 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), 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 building operations formwork 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 building operations formwork tie (1) according to claim 1, it is characterized in that, tie thin bar (12) is made up of leverage component, tie thin bar (12) can be placed in the empty stomach of tie thick bar (11) by little than tie thick bar (11) of the sectional dimension of tie thin bar (12).
4. a kind of building operations formwork tie (1) according to claim 1, it is characterized in that, tie hinge (13) be by having intensity, rigidity becomes with the articulation of toughness, tie hinge (13) is the part of connection tie thick bar (11) and tie thin bar (12).
5. a kind of building operations formwork tie (1) according to claim 1, it is characterized in that, tie snap close (14) is made up of fastener, and tie snap close (14) is placed in the both sides of the end of tie thin bar (12), and can rotate.
6. a kind of building operations formwork 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 |
|---|---|---|---|
| CN201520332362.0U CN204645639U (en) | 2015-05-22 | 2015-05-22 | A kind of building operations formwork tie |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520332362.0U CN204645639U (en) | 2015-05-22 | 2015-05-22 | A kind of building operations formwork tie |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204645639U true CN204645639U (en) | 2015-09-16 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520332362.0U Expired - Fee Related CN204645639U (en) | 2015-05-22 | 2015-05-22 | A kind of building operations formwork tie |
Country Status (1)
| Country | Link |
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| CN (1) | CN204645639U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104818846A (en) * | 2015-05-22 | 2015-08-05 | 江苏建筑职业技术学院 | Pillar hoop for horizontally supporting pillar formwork |
-
2015
- 2015-05-22 CN CN201520332362.0U patent/CN204645639U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104818846A (en) * | 2015-05-22 | 2015-08-05 | 江苏建筑职业技术学院 | Pillar hoop for horizontally supporting pillar formwork |
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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 |
Granted publication date: 20150916 Termination date: 20160522 |
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| CF01 | Termination of patent right due to non-payment of annual fee |