CN104533079B - For fixing concrete square column template energy quick despatch and be not required to the circumferential band to pull bar - Google Patents
For fixing concrete square column template energy quick despatch and be not required to the circumferential band to pull bar Download PDFInfo
- Publication number
- CN104533079B CN104533079B CN201510022522.6A CN201510022522A CN104533079B CN 104533079 B CN104533079 B CN 104533079B CN 201510022522 A CN201510022522 A CN 201510022522A CN 104533079 B CN104533079 B CN 104533079B
- Authority
- CN
- China
- Prior art keywords
- template
- sliding shoe
- pull bar
- steel strand
- strand wires
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Abstract
The present invention " for fixing concrete square column template energy quick despatch and be not required to the circumferential band to pull bar " is mainly used in construction casting concrete post fixed form and uses, and belongs to the realm of building construction.It is 4 arc frames (1) to be individually placed on 4 limits of column template, steel strand wires (2) are put into the groove of 4 arc frames (1), tap the lower end of the sliding shoe (6) of stretcher (3), sliding shoe (6) drives steel strand wires (2) that 4 arc frames (1) are applied radial load, arc frame (1) applies pressure to the lumps of wood (5) of fixed form, template is fixed, the pressure that the lumps of wood (5) of fixed form is applied by arc frame (1) is consistent, can need not fix pull bar, during casting concrete, template will not deform.When template needs form removal, only need to tap the upper end of the sliding shoe (6) of stretcher (3), steel strand wires (2) unclamp, and remove arc frame (1) and template.
Description
Technical field
Present invention is mainly used for construction casting concrete post fixed form to use, belong to the realm of building construction.
Background technology
Commonly used pair of steel pipe of the square column template fixing method that China current construction uses coordinates pull bar fixed form, when pillar cross section is bigger also need in the middle of column template with to pull bar to drawing reinforcing, assembling and disassembling is the most inconvenient.
Summary of the invention
Instant invention overcomes the problems referred to above, it be by
4
Individual arc frame (
1
) it is individually placed to column template
4
On individual limit, by steel strand wires (
2
) put into
4
Individual arc frame (
1
) groove in, tap stretcher (
3
) sliding shoe (
6
) lower end, sliding shoe (
6
) drive steel strand wires (
2
) right
4
Individual arc frame (
1
) applying radial load, arc frame (
1
) to the lumps of wood of fixed form (
5
) apply pressure, template is fixed, arc frame (
1
) to the lumps of wood of fixed form (
5
) pressure that applies is consistent, it may not be necessary to fixing pull bar, during casting concrete, template will not deform.When template needs form removal, only need to tap stretcher (
3
) sliding shoe (
6
) upper end, steel strand wires (
2
) unclamp, dismounting arc frame (
1
) and template.
The present invention be by arc frame (
1
), steel strand wires (
2
), stretcher (
3
) composition；Stretcher (
3
) again by sliding shoe (
6
), bar (
7
), hole (
8
) composition；Bar (
7
) through sliding shoe (
6
) hole (
8
), sliding shoe (
6
) can along bar (
7
) slide, steel strand wires (
2
) one end and sliding shoe (
6
) side fix, the other end and bar (
7
) fixing.
Need to illustrate: arc frame (
1
) outside have fixing steel strand wires (
2
) groove；Steel strand wires (
2
) can also be steel band or other Materials with High Strength manufacture；Hole (
8
) height slightly larger than bar (
7
) height.
Accompanying drawing explanation
Description of reference numerals:
1-
Arc frame,
2-
Steel strand wires,
3-
Stretcher
;4-
Template,
5
-flitch,
6
-sliding shoe,
7-
Bar,
8-
Hole.
Figure
1
It it is the plane of the present invention.
Figure
2
Be stretcher of the present invention (
3
) enlarged drawing.
Figure
3
Be stretcher of the present invention (
3
) sliding shoe (
6
) side elevational view.
Figure
4
Be arc frame of the present invention (
1
) schematic diagram.
Detailed description of the invention
The detailed description of the invention of the present invention is described below in conjunction with the accompanying drawings.
See figure
1
, figure
2
, figure
3
, figure
4
, first install column template (
4
) and flitch (
5
), will
4
Individual arc frame (
1
) be temporarily fixed at column template four limit flitch (
5
On), then by steel strand wires (
2
) put into
4
Individual arc frame (
1
) groove in, then by bar (
7
) free end through sliding shoe (
6
) hole (
8
) and by bar (
7
) two ends be placed on adjacent arc frame (
1
) termination on, finally tap sliding shoe (
6
) lower end, sliding shoe (
6
) can along bar (
7
) slide, sliding shoe (
6
) drive steel strand wires (
2
) can strike tighter and tighter, thus fixing flitch (
5
), this realizes according to building engineering field widely used step fastener operation principle.When template needs form removal, only need to tap stretcher (
3
) sliding shoe (
6
) upper end, steel strand wires (
2
) unclamp, dismounting arc frame (
1
) and template.
Claims (3)
1. it is used for fixing concrete square column template energy quick despatch and is not required to the circumferential band to pull bar, it is characterized in that it is that stretcher (3) forms by arc frame (1), steel strand wires (2)；Stretcher (3) is again by sliding shoe (6), bar (7), and hole (8) form；Bar (7) is through the hole (8) of sliding shoe (6), and sliding shoe (6) can slide along bar (7), and the side of steel strand wires (2) one end and sliding shoe (6) is fixed, and the other end and bar (7) are fixing.
The most according to claim 1 for fixing concrete square column template energy quick despatch and be not required to the circumferential band to pull bar, it is characterized in that there is the groove of fixing steel strand wires (2) in arc frame (1) outside.
The most according to claim 1 for fixing concrete square column template energy quick despatch and be not required to the circumferential band to pull bar, it is characterized in that the height height slightly larger than bar (7) in described hole (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510022522.6A CN104533079B (en) | 2015-01-17 | 2015-01-17 | For fixing concrete square column template energy quick despatch and be not required to the circumferential band to pull bar |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510022522.6A CN104533079B (en) | 2015-01-17 | 2015-01-17 | For fixing concrete square column template energy quick despatch and be not required to the circumferential band to pull bar |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104533079A CN104533079A (en) | 2015-04-22 |
| CN104533079B true CN104533079B (en) | 2016-09-07 |
Family
ID=52848686
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510022522.6A Active CN104533079B (en) | 2015-01-17 | 2015-01-17 | For fixing concrete square column template energy quick despatch and be not required to the circumferential band to pull bar |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104533079B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107035142A (en) * | 2017-04-11 | 2017-08-11 | 中国建筑第二工程局有限公司 | A kind of flexible reinforcement system of framed column template and its construction method |
| CN109944439B (en) * | 2019-05-08 | 2024-03-05 | 深圳市鈤励科技有限公司 | Adjustable steel wire rope truss device for column formwork reinforcement |
Family Cites Families (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3911566C2 (en) * | 1989-04-08 | 1996-11-28 | Meyer Keller Noe Schalttech | Foundation formwork composite |
| CN2130865Y (en) * | 1992-04-18 | 1993-04-28 | 方忠海 | Multifunctional movable clamp for fastening concrete shuttering |
| CN201581634U (en) * | 2009-12-10 | 2010-09-15 | 山西四建集团有限公司 | Tool for casting concrete for template used in supporting constructional column of filler wall |
| CN202064634U (en) * | 2011-03-29 | 2011-12-07 | 中天建设集团有限公司 | Formwork supporting structure for square concrete cap |
| CN202467177U (en) * | 2011-12-13 | 2012-10-03 | 江涛 | Template used for building rectangular column |
| CN202831625U (en) * | 2012-07-10 | 2013-03-27 | 武威 | Wood tectorial membrane multi-piece arc triangular cone socket cylindrical mold plate |
| CN202990420U (en) * | 2012-12-26 | 2013-06-12 | 中国建筑第四工程局有限公司 | Adjustable circular arc reinforcing screw |
| CN203230177U (en) * | 2013-05-02 | 2013-10-09 | 江苏弘盛建设工程集团有限公司 | Tool type column formwork fixing fastener |
| CN103225399B (en) * | 2013-05-17 | 2015-04-01 | 中水北方勘测设计研究有限责任公司 | Bandage of round PVC (polyvinyl chloride) template for pouring concrete |
| CN203654733U (en) * | 2013-12-10 | 2014-06-18 | 中建四局第五建筑工程有限公司 | Cylindrical template with adjusting function and positioning function |
| CN103726649B (en) * | 2014-01-10 | 2016-05-18 | 中建四局第六建筑工程有限公司淮南分公司 | A kind of method of making concrete circular column template |
-
2015
- 2015-01-17 CN CN201510022522.6A patent/CN104533079B/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| CN104533079A (en) | 2015-04-22 |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |