CN102926536B - Template unilateral reinforcement combination tool and template unilateral reinforcement construction method - Google Patents
Template unilateral reinforcement combination tool and template unilateral reinforcement construction method Download PDFInfo
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- CN102926536B CN102926536B CN201210473647.7A CN201210473647A CN102926536B CN 102926536 B CN102926536 B CN 102926536B CN 201210473647 A CN201210473647 A CN 201210473647A CN 102926536 B CN102926536 B CN 102926536B
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- jig
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Abstract
The invention discloses a template unilateral reinforcement combination tool and a template unilateral reinforcement construction method, and belongs to the field of building construction. The template unilateral reinforcement combination tool comprises a sleeve, a locating ring, a fixture A and a screw rod provided with screw threads at both ends; one end of the sleeve is provided with a connecting plate which is provided with a through hole in the middle pat; a connecting screw hole is arranged in the connecting plate; a sliding chute is arranged in a sleeve wall of the sleeve along the axial direction; the locating ring is of a ring-shaped structure and is sleeved at the other end of the sleeve, and a ring body of the locating ring is provided with a locking bolt; the fixture A is a 3-shaped fixture; the end of a middle connecting rod of the fixture is provided with an inner thread; a sliding sheet is fixed at the outer side of the end of the connecting rod; the connecting rod of the fixture A can be inserted to the sleeve from the end in which the locating ring is sleeved; the sliding sheet on the connecting rod can be arranged in the sliding chute in the sleeve in a sliding mode; one end of the screw rod and the end of the connecting rod of the fixture A can be in threaded connection via the through hole in the connecting plate. The template unilateral reinforcement combination tool is convenient and flexible to use, can be recycled and reused several times and can be used for greatly reducing the template reinforcement cost.
Description
Technical field
The present invention relates to a kind of moldboard reinforcing tool, combination tool when particularly a kind of template unilateral is reinforced, belongs to technical field of building construction.The invention still further relates to a kind of construction method utilizing template unilateral reinforcement combination tool to carry out template unilateral reinforcing.
Background technology
In building operations, when vertical member formwork reinforcements such as concrete panels, often run into because construction space is limited, can only in the situation of the side setting operation platform of template, as all there is the deformation joint position etc. of concrete shear force wall both sides, now can only reinforce in template unilateral.The method that current solution template unilateral reinforces problem can be summarized as following two kinds: 1, in deformation joint position filling polyphenyl plate etc., remove padding after concreting completes again; 2, without material welding production typified forms such as operating platform side reinforcing bar, channel-section steels, adopt bolt to drawing reinforcing template., there is concrete quality and not easily ensure in above-mentioned first method, the paddings such as the polyphenyl plate defect that easy-clear is unclean; Above-mentioned second method, existence making typified form costly, typified form quality is large, area large, use the defect of very flexible, and typified form of the same race can only be used for certain fixed dimension component, and range of application is little, and turnover utility is poor.
Summary of the invention
For the above-mentioned defect existed in prior art, the invention provides a kind ofly can have enough to meet the need use, use flexibly, template unilateral reinforcement combination tool that cost when can make template unilateral strengthening construction reduces.
The technical solution adopted in the present invention is, a kind of template unilateral reinforcement combination tool, it comprises sleeve, locating ring, jig A, the screwed screw rod in two ends, one end of described sleeve is provided with the middle junction plate with through hole, described junction plate is provided with connecting screw hole, and the barrel of described sleeve is axially arranged with chute along it; Described locating ring is circulus, and it is sleeved on the other end of sleeve, and its ring is provided with lock-screw with it; Described jig A is 3 shape jigs, its end being positioned at middle connecting rod is provided with internal thread, outside the end of connecting rod, be installed with slide plate, one end that the connecting rod of described jig A can be set with locating ring is certainly inserted in described sleeve, and the slide plate on connecting rod can be slidably installed in the chute on sleeve; One end of described screw rod is connected by the end thread of the through hole on described junction plate with the connecting rod of described jig.
For the ease of installation and the dismounting of instrument, the other end termination of described screw rod is provided with cross groove.
Present invention also offers a kind of construction method utilizing above-mentioned template unilateral reinforcement combination tool to carry out template unilateral reinforcing, utilize the method convenient, fast construction, significantly can reduce template unilateral and reinforce expense.
The technical scheme that the inventive method adopts is: it comprises the steps: one, model sheetinstallat: (1) installs level to girder A in form surfacing horizontal direction, and screw hole is opened in template, the sleeve reinforcing combination tool is fixed on form surfacing with the screw hole in one end corresponding templates of junction plate; (2) connecting rod reinforcing the jig A of combination tool to be inserted in sleeve and in the chute that its slide plate is slidably installed on sleeve, be sleeved on sleeve by locating ring, adjustment locating ring is in the end of sleeve and the lock-screw on screwed in place ring makes it be fixed on sleeve simultaneously; (3) by the model sheetinstallat after above-mentioned assembling without operating platform side, temporary fixed; (4) there iing operating platform side installation form, and making the screw hole on two side templates corresponding, between two side templates, penetrating PVC sleeve pipe, in PVC sleeve pipe, then penetrate the screw rod reinforcing combination tool, and the connecting rod of described screw rod with described jig A is connected; (5) utilize and have the scaffold of operating platform side that the template main beam A without operating platform side is penetrated jig A and level between girder A from template upper vertical; (6) operating platform side installation form girder B is being had, and formboard fastening; Two, form removable: (1) removes this side template securing member, screw rod and this side template successively there being operating platform side; (2) upwards extract without the template main beam A of operating platform side and this side template from template upper brace.
The invention has the beneficial effects as follows: the dedicated templates unilateral reinforcement combination tool in the present invention, structure is simple, easy to use, flexible, and repeatedly can have enough to meet the need use, can greatly reduce formwork reinforcement cost.The present invention is by adopting special moldboard reinforcing tool, the template unilateral coordinating the conventional common used material such as template, flitch, steel pipe, reinforcing bar can realize various sizes concrete component is reinforced, its speed of application is fast, model sheetinstallat dismounting flexibly, conveniently, construction is reliable, greatly can reduce difficulty of construction, and the inventive method is not owing to needing to make special typified form and the special reinforcement tools that adopts can have enough to meet the need use, therefore can significantly reduce formwork reinforcement construction cost.
Accompanying drawing explanation
Fig. 1 is the schematic front view in the specific embodiment of the invention;
Fig. 2 is the top view of Fig. 1;
Fig. 3 is the instrument scheme of installation in the specific embodiment of the invention;
Fig. 4 is the front view of middle sleeve of the present invention;
Fig. 5 is the top view of Fig. 4;
Fig. 6 is the left view of Fig. 4;
Fig. 7 is the structural representation of locating ring in the present invention;
Fig. 8 is the front view of jig in the present invention;
Fig. 9 is the top view of Fig. 8;
Figure 10 is the schematic diagram of screw rod in the present invention;
Figure 11 is that enlarged diagram is looked on the right side of Figure 10.
In figure: the template 1, having operating platform side, 2, template without operating platform side, 3, level is to girder A, 4, template main beam A, 5, jig A, 6, locating ring, 7, lock-screw, 8, sleeve, 9, junction plate, 10, screw, 11, screw rod, 12, PVC sleeve pipe, 13, have the Vertical dimension girder of operating platform side, 14, have the template main beam B of operating platform side, 15, jig, 16, nut, 17, steel concrete, 18, chute, 19, slide plate, 20, connecting rod, 21, cross groove, 22, operating platform.
Detailed description of the invention
Below by non-limiting embodiment, also the present invention is further illustrated by reference to the accompanying drawings:
As shown in accompanying drawing 1-Fig. 3, the construction method that a kind of template unilateral is reinforced, it utilizes special template unilateral reinforcement combination tool to construct.As shown in Fig. 4-Figure 11 be as described in the component diagram of template unilateral reinforcement combination tool.This template unilateral reinforcement combination tool comprises sleeve 8, locating ring 6, jig A5, the screwed screw rod 11 in two ends, one end of described sleeve 8 is provided with the middle junction plate 9 with through hole, described junction plate 9 is provided with connecting screw hole, and the barrel of described sleeve 8 is axially arranged with chute 18 along it; Described locating ring 6 is circulus, and it is sleeved on the other end of sleeve 8, and its ring is provided with lock-screw 7 with it; Described jig A5 is " 3 " shape jig, its end being positioned at middle connecting rod 20 is provided with internal thread, slide plate 19 is installed with outside the end of connecting rod 20, one end that the connecting rod 20 of described jig A5 can be set with locating ring 6 is certainly inserted in described sleeve 8, and the slide plate 19 on connecting rod 20 can slide along the chute 18 on sleeve 8; One end of described screw rod 11 is connected by the internal thread of the through hole on described junction plate 9 with the end of the connecting rod 20 of described jig A5.For the ease of installation and the dismounting of instrument, the termination of the other end of described screw rod 11 is provided with cross groove 21.
Template unilateral reinforcement combination tool described in utilization carries out the construction method of template unilateral reinforcing, and it comprises the steps:
One, model sheetinstallat:
(1) level is being installed to girder A3 without on the template 2 panel-level direction of operating platform side, and screw hole is opened in template 2, the sleeve 8 reinforcing combination tool is fixed on form surfacing with the screw hole in one end corresponding templates 2 of junction plate 9 by screw 10;
(2) connecting rod 20 of jig A5 reinforcing combination tool to be inserted in sleeve 8 and in the chute 18 that its slide plate 19 is slidably installed on sleeve 8, be sleeved on sleeve 8 by locating ring 6, adjustment locating ring 6 is in the end of sleeve 8 and the lock-screw 7 on screwed in place ring 6 makes it be fixed on sleeve 8 simultaneously;
(3) template 2 after above-mentioned assembling is arranged on without operating platform side, temporary fixed;
(4) operating platform side installation form 1 is being had according to existing template construction technique, (template 1 first installs Vertical dimension girder 13), and make the screw hole on two side templates corresponding, PVC sleeve pipe 12 is penetrated between two side templates, then in PVC sleeve pipe 12, penetrate the screw rod 11 reinforcing combination tool, and one end of screw rod 11 is connected with the connecting rod 20 of jig A5;
(5) utilize and have the scaffold of operating platform side that the template main beam A4 without operating platform side is penetrated jig A5 and level between girder A3 from template upper vertical;
(6) there iing operating platform side installation level to template main beam B14, and utilizing jig 15 and nut 16 formboard fastening;
Two, form removable: (1) removes this side template securing member, screw rod 11 and this side template successively there being operating platform side; (2) upwards extract without the template main beam A4 of operating platform side and this side template from template upper brace, complete form removable.
After construction, the template without operating platform side can be disintegrated, template main beam A, level all can Reusabilities to girder A, unilateral reinforcement combination tool etc.
Other parts in the present invention are prior art, do not repeat them here.
Claims (3)
1. a template unilateral reinforcement combination tool, it is characterized in that: comprise sleeve (8), locating ring (6), jig A (5), the screwed screw rod in two ends (11), one end of described sleeve (8) is provided with the middle junction plate (9) with through hole, described junction plate (9) is provided with connecting screw hole, and the barrel of described sleeve (8) is axially arranged with chute (18) along it; Described locating ring (6) is circulus, and it is sleeved on the other end of sleeve (8), and its ring is provided with lock-screw (7) with it; Described jig A (5) is " 3 " shape jig, the end of the connecting rod (20) linked together with jig A (5) middle part is provided with internal thread, slide plate (19) is installed with outside the end of connecting rod (20), one end that the connecting rod (20) of described jig A (5) can be set with locating ring (6) is certainly inserted in described sleeve (8), and the slide plate (19) on connecting rod (20) can be slidably installed in the chute (18) on sleeve (8); One end of described screw rod (11) is connected by the end thread of the through hole on described junction plate (9) with the connecting rod (20) of described jig A (5).
2. template unilateral reinforcement combination tool according to claim 1, is characterized in that: the other end termination of described screw rod (11) is provided with cross groove (21).
3. the construction method utilizing the template unilateral reinforcement combination tool described in claim 1 to carry out template unilateral reinforcing, it is characterized in that: comprise the steps: one, model sheetinstallat: (1) installs level to girder A (3) in form surfacing horizontal direction, and screw hole is opened in template, the sleeve (8) reinforcing combination tool is fixed on form surfacing with the screw hole in one end corresponding templates of junction plate (9); (2) connecting rod (20) reinforcing the jig A (5) of combination tool to be inserted in sleeve (8) and in the chute (18) that its slide plate (19) is slidably installed on sleeve (8), be sleeved on sleeve (8) by locating ring (6), adjustment locating ring (6) is in the end of sleeve (8) and the lock-screw (7) on screwed in place ring (6) makes it be fixed on sleeve (8) simultaneously; (3) by the model sheetinstallat after above-mentioned assembling without operating platform side, temporary fixed; (4) operating platform side installation form is being had, and make the screw hole on two side templates corresponding, PVC sleeve pipe (12) is penetrated between two side templates, then in PVC sleeve pipe (12), penetrate the screw rod (11) reinforcing combination tool, and the connecting rod (20) of described screw rod (11) with described jig A (5) is connected; (5) utilize and have the scaffold of operating platform side that the template main beam A (4) without operating platform side is penetrated jig A (5) and level between girder A (3) from template upper vertical; (6) operating platform side installation form girder B (14) is being had, and formboard fastening; Two, form removable: (1) removes this side template securing member, screw rod (11) and this side template successively there being operating platform side; (2) template main beam A (4) without operating platform side and this side template is upwards extracted from template upper brace.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210473647.7A CN102926536B (en) | 2012-11-20 | 2012-11-20 | Template unilateral reinforcement combination tool and template unilateral reinforcement construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210473647.7A CN102926536B (en) | 2012-11-20 | 2012-11-20 | Template unilateral reinforcement combination tool and template unilateral reinforcement construction method |
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| Publication Number | Publication Date |
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| CN102926536A CN102926536A (en) | 2013-02-13 |
| CN102926536B true CN102926536B (en) | 2014-12-24 |
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| CN201210473647.7A Active CN102926536B (en) | 2012-11-20 | 2012-11-20 | Template unilateral reinforcement combination tool and template unilateral reinforcement construction method |
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Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN103397658B (en) * | 2013-08-13 | 2015-06-10 | 宁波建工股份有限公司 | Construction method of single-side support-formwork system backing on brick mixing retaining wall |
| CN104295088A (en) * | 2014-09-29 | 2015-01-21 | 中国建筑第八工程局有限公司 | Steel-wood combined formwork structure of shear walls on two sides of deformation joint and construction method of steel-wood combined formwork structure |
| CN105201082A (en) * | 2015-10-10 | 2015-12-30 | 中建二局第二建筑工程有限公司 | Construction method of expansion joint shape setting formwork |
| CN107268634A (en) * | 2017-06-27 | 2017-10-20 | 湖南省第六工程有限公司 | Deep basal pit waist rail construction typified form system |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2014080A (en) * | 1934-03-16 | 1935-09-10 | Samuel S Colt | Concrete form retaining means |
| CN2210225Y (en) * | 1994-09-27 | 1995-10-18 | 曾正次 | Connecting member for shutterings |
| CN2234477Y (en) * | 1995-08-07 | 1996-09-04 | 贾新立 | High-strength wire tensioning bolt |
| CN2714710Y (en) * | 2004-07-07 | 2005-08-03 | 顾林元 | Vertical template clamp |
| CN101349106A (en) * | 2008-08-26 | 2009-01-21 | 江苏南通二建集团有限公司 | Dual-shear force wall deformation slit formwork |
| CN201206335Y (en) * | 2008-05-22 | 2009-03-11 | 中铁十二局集团建筑安装工程有限公司 | Opposite pulling rod for adjustable template |
| CN202176109U (en) * | 2011-08-05 | 2012-03-28 | 山东三箭建设工程管理有限公司 | Side template strengthening tool |
-
2012
- 2012-11-20 CN CN201210473647.7A patent/CN102926536B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2014080A (en) * | 1934-03-16 | 1935-09-10 | Samuel S Colt | Concrete form retaining means |
| CN2210225Y (en) * | 1994-09-27 | 1995-10-18 | 曾正次 | Connecting member for shutterings |
| CN2234477Y (en) * | 1995-08-07 | 1996-09-04 | 贾新立 | High-strength wire tensioning bolt |
| CN2714710Y (en) * | 2004-07-07 | 2005-08-03 | 顾林元 | Vertical template clamp |
| CN201206335Y (en) * | 2008-05-22 | 2009-03-11 | 中铁十二局集团建筑安装工程有限公司 | Opposite pulling rod for adjustable template |
| CN101349106A (en) * | 2008-08-26 | 2009-01-21 | 江苏南通二建集团有限公司 | Dual-shear force wall deformation slit formwork |
| CN202176109U (en) * | 2011-08-05 | 2012-03-28 | 山东三箭建设工程管理有限公司 | Side template strengthening tool |
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| CN102926536A (en) | 2013-02-13 |
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Owner name: SHANDONG SANJIAN CONSTRUCTION ENGINEERING MANAGEME Free format text: FORMER OWNER: BAI ZHENGMAO Effective date: 20141115 Owner name: SHANDONG SANJIAN CONSTRUCTION ENGINEERING CO., LTD Effective date: 20141115 |
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Inventor after: Bai Zhengmao Inventor after: Jiao Bo Inventor after: Wei Chuanyu Inventor after: Ji Yuhai Inventor after: Wang Junzeng Inventor before: Bai Zhengmao |
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Free format text: CORRECT: INVENTOR; FROM: BAI ZHENGMAO TO: BAI ZHENGMAO JIAO BO WEI CHUANYU JI YUHAI WANG JUNZENG Free format text: CORRECT: ADDRESS; FROM: 250000 JINAN, SHANDONG PROVINCE TO: 250100 JINAN, SHANDONG PROVINCE |
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Effective date of registration: 20141115 Address after: Qilihe Road, Licheng District, Shandong city of Ji'nan Province, No. 36 250100 Applicant after: SHANDONG SANJIAN CONSTRUCTION ENGINEERING MANAGEMENT CO., LTD. Applicant after: SHANDONG SANJIAN CONSTRUCTION ENGINEERING CO., LTD. Address before: Huaiyin District of Ji'nan city in Shandong province 250000 triumph Metro 6-1004 Applicant before: Bai Zhengmao |
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