CN104533079A - Annular hoop for fixing concrete square column template with quick assembly-disassembly and without opposite pulling rod - Google Patents
Annular hoop for fixing concrete square column template with quick assembly-disassembly and without opposite pulling rod Download PDFInfo
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- CN104533079A CN104533079A CN201510022522.6A CN201510022522A CN104533079A CN 104533079 A CN104533079 A CN 104533079A CN 201510022522 A CN201510022522 A CN 201510022522A CN 104533079 A CN104533079 A CN 104533079A
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- template
- fixing
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- square column
- disassembly
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Abstract
The invention discloses an annular hoop for fixing a concrete square column template with quick assembly-disassembly and without an opposite pulling rod. The annular hoop for fixing the concrete square column template with quick assembly-disassembly and without the opposite pulling rod is mainly used as a fixing template for concreting a concrete column in the building operation, and belongs to the field of the building operation. The annular hoop for fixing the concrete square column template with quick assembly-disassembly and without relative pull rod comprises: putting four arc-shaped frames (1) on four edges of a column template; putting a stranded wire (2) into a groove of the four arc-shaped frames (1); knocking the lower end of a sliding block (6) of a tensioner (3), the sliding block (6) drives the stranded wire (2) to exert the radial force on the four arc-shaped frames (1), and the arc-shaped frames (1) exert the pressure on square timbers (5) of the fixing template, so that fixing the template. Due to the fact that the pressure exerted the on the square timbers of the fixing template by the arc-shaped frames is the same, so that the opposite pulling rod fixing is not required, and the deformation of the template during the concreting is prevented. When the form stripping of the template is needed, knocking the upper end of the sliding block (6) of the tensioner (3) is needed, loosen the stranded wire (2), and disassemble the arc-shaped frames (1) and the template.
Description
Technical field
the present invention is mainly used in building operations concreting post fixed form and uses, and belongs to the realm of building construction.
Background technology
the square column template fixing method that the current building operations of China uses generally adopts two steel pipe to coordinate pull bar fixed form, when pillar cross section is larger also need in the middle of column template with to pull bar to drawing reinforcing, assembling and disassembling is all inconvenient.
Summary of the invention
instant invention overcomes the problems referred to above, it is placed on 4 limits of column template respectively by 4 arc frames (1), steel strand (2) are put into the groove of 4 arc frames (1), knock the lower end of the sliding shoe (6) of stretcher (3), sliding shoe (6) drives steel strand (2) to apply radial load to 4 arc frames (1), arc frame (1) applies pressure to the lumps of wood (5) of fixed form, template is fixed, the lumps of wood (5) applied pressure of arc frame (1) to fixed form is consistent, can not need to fix pull bar, during concreting, template can not be out of shape.When template needs form removal, only need knock the upper end of the sliding shoe (6) of stretcher (3), steel strand (2) unclamp, and remove arc frame (1) and template.
the present invention is by arc frame (1), steel strand (2), and stretcher (3) forms; Stretcher (3) again by sliding shoe (6), bar (7), 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 (2) one end and sliding shoe (6) is fixed, and the other end and bar (7) are fixed.
need to illustrate: there is the groove of fixing steel strand (2) in arc frame (1) outside; Steel strand (2) also can be steel band or other Materials with High Strength manufacture; The height in hole (8) is slightly larger than the height of bar (7).
Accompanying drawing explanation
description of reference numerals: 1-arc frame, 2-steel strand, 3-stretcher; 4-template, 5-flitch, 6-sliding shoe, 7-bar, 8-hole.
fig. 1 is plan view of the present invention.
fig. 2 is the enlarged drawing of stretcher of the present invention (3).
fig. 3 is the side elevational view of the sliding shoe (6) of stretcher of the present invention (3).
fig. 4 is the schematic diagram of arc frame of the present invention (1).
Detailed description of the invention
below in conjunction with accompanying drawing, the specific embodiment of the present invention is described.
see Fig. 1, Fig. 2, Fig. 3, Fig. 4, first install column template (4) and flitch (5), 4 arc frames (1) are temporarily fixed on the flitch (5) on column template four limit, again steel strand (2) are put into the groove of 4 arc frames (1), again the free end of bar (7) passed the hole (8) of sliding shoe (6) and bar (7) two ends be placed on the termination of adjacent arc frame (1), finally knock the lower end of sliding shoe (6), sliding shoe (6) can slide along bar (7), sliding shoe (6) drives steel strand (2) to strike tighter and tighter, thus fixing flitch (5), this realizes according to the widely used step fastener operating principle of building engineering field.When template needs form removal, only need knock the upper end of the sliding shoe (6) of stretcher (3), steel strand (2) unclamp, and remove arc frame (1) and template.
Claims (3)
1. do not need the circumferential band to pull bar for fixing concrete square column template energy quick despatch, it is characterized in that it is by arc frame (1), steel strand (2), stretcher (3) forms; Stretcher (3) again by sliding shoe (6), bar (7), 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 (2) one end and sliding shoe (6) is fixed, and the other end and bar (7) are fixed.
2. according to claim 1ly do not need the circumferential band to pull bar for fixing concrete square column template energy quick despatch, it is characterized in that there is the groove of fixing steel strand (2) in arc frame (1) outside.
3. according to claim 1ly do not need the circumferential band to pull bar for fixing concrete square column template energy quick despatch, it is characterized in that the height of 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 true CN104533079A (en) | 2015-04-22 |
| CN104533079B CN104533079B (en) | 2016-09-07 |
Family
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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) |
Cited By (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 | Flexible reinforcing system for frame column formwork and construction method thereof |
| CN109944439A (en) * | 2019-05-08 | 2019-06-28 | 深圳市鈤励科技有限公司 | The adjustable steel cord girder device reinforced for column template |
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| CN2130865Y (en) * | 1992-04-18 | 1993-04-28 | 方忠海 | Multifunctional movable clamp for fastening concrete shuttering |
| DE3911566C2 (en) * | 1989-04-08 | 1996-11-28 | Meyer Keller Noe Schalttech | Foundation formwork composite |
| 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 |
| CN103225399A (en) * | 2013-05-17 | 2013-07-31 | 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 |
| 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 |
| CN103726649A (en) * | 2014-01-10 | 2014-04-16 | 中建四局第六建筑工程有限公司淮南分公司 | Method for manufacturing concrete cylindrical template |
| 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 |
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2015
- 2015-01-17 CN CN201510022522.6A patent/CN104533079B/en active Active
Patent Citations (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 |
| CN103225399A (en) * | 2013-05-17 | 2013-07-31 | 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 |
| CN103726649A (en) * | 2014-01-10 | 2014-04-16 | 中建四局第六建筑工程有限公司淮南分公司 | Method for manufacturing concrete cylindrical template |
Cited By (3)
| 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 | Flexible reinforcing system for frame column formwork and construction method thereof |
| CN109944439A (en) * | 2019-05-08 | 2019-06-28 | 深圳市鈤励科技有限公司 | The adjustable steel cord girder device reinforced for column template |
| 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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104533079B (en) | 2016-09-07 |
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