CN103362304B - A kind of method of carrying out template anchor and position from anchor and position bolt device - Google Patents
A kind of method of carrying out template anchor and position from anchor and position bolt device Download PDFInfo
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- CN103362304B CN103362304B CN201310264374.XA CN201310264374A CN103362304B CN 103362304 B CN103362304 B CN 103362304B CN 201310264374 A CN201310264374 A CN 201310264374A CN 103362304 B CN103362304 B CN 103362304B
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- template
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- steel pipe
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Abstract
The present invention relates to a kind of for model sheetinstallat from anchor and position bolt device and method, comprise former concrete component and template, former concrete component body of wall is furnished with several get into the cave, each inside of getting into the cave is inserted with anchorage screw, anchorage screw is connected with a joggle one end of swivel nut, the swivel nut other end is connected with a joggle double threaded screw, the double threaded screw other end is connected with nut with steel pipe buckle through the circular hole that template has, steel pipe buckle is positioned at double threaded screw both sides by 2 and with the perpendicular formwork steel pipe fastening of double threaded screw on the external surface of template, steel pipe buckle by nut check on double threaded screw, swivel nut is resisted against on template inner surface by packing ring.The present invention solves a difficult problem for template anchor and position when former concrete component is widened, makes easily, easy for installation, with strong points, simple to operate, has good economic benefit and social benefit.
Description
Technical field
The present invention relates to construction work reinforced concrete member stabilization works technical field, particularly relate to a kind of method of carrying out template anchor and position from anchor and position bolt device.
Background technology
General in reinforced concrete member reinforcing process, the method installation form system adopting top, owing to being difficult to ensure the intensity of template system, rigidity and stability, easily produce template deformation phenomenon during concreting, this can affect the quality of engineering more.And the present invention is by from anchor and position bolt device and method, be conducive to that template system is fixing improves workmanship, be conducive to raising the efficiency reducing costs, there is good application and promotional value.
Summary of the invention
Technical problem to be solved by this invention is to provide a kind of method of carrying out template anchor and position from anchor and position bolt device, the problem of template deformation phenomenon is easily produced during to solve and ensure the intensity of template system, rigidity and stability and prevent concreting, by from anchor and position bolt device and method, be conducive to template system fixing raising workmanship, be conducive to raising the efficiency and reduce costs, there is good application and promotional value.
The technical solution adopted for the present invention to solve the technical problems is: provide a kind of from anchor and position bolt device, comprise former concrete component and template, described former concrete component body of wall is furnished with several get into the cave, described each inside of getting into the cave is inserted with anchorage screw, described anchorage screw is connected with a joggle one end of swivel nut, the described swivel nut other end is connected with a joggle double threaded screw, the described double threaded screw other end is connected with nut with steel pipe buckle through the circular hole that template has, described steel pipe buckle is positioned at double threaded screw both sides by 2 and with the perpendicular formwork steel pipe fastening of double threaded screw on the external surface of template, described steel pipe buckle by nut check on double threaded screw, described swivel nut is resisted against on template inner surface by packing ring.
Described swivel nut, anchorage screw and packing ring composition fixed form device.
Described formwork steel pipe, double threaded screw, steel pipe buckle and nut composition locking plate device.
Described anchorage screw is anchored in getting into the cave of former concrete component by epoxy resin.
Described swivel nut is hollow cone and the large end of diameter is resisted against on packing ring.
Distance between described template and former concrete component is the thickness of young concrete component.
Carry out a method for template anchor and position from anchor and position bolt device, comprise the following steps:
(1) before model sheetinstallat, former concrete component is determined the position of some bolts, then make some getting into the cave, finally utilize epoxy resin to be bolted on former concrete component by the fixed form be made up of truncated cone-shaped swivel nut, anchorage screw;
(2) be all fixed on after on former concrete component until bolt, first double threaded screw be fixed on truncated cone-shaped swivel nut, then packing ring, template, formwork steel pipe, steel pipe buckle and nut are installed successively;
(3) put in place by model sheetinstallat from anchor and position bolt device by some, treat that Template Location is complete, concreting, the thickness of young concrete component is the thickness that length that the bolt of fixed form exposes to former concrete component adds upper gasket;
(4) after the sclerosis of young concrete component is solidified, first the nut of locking template, steel pipe buckle, formwork steel pipe and double threaded screw are removed successively, then remove template, finally take out packing ring, nut, steel pipe buckle, formwork steel pipe, double threaded screw and packing ring all can have enough to meet the need use.
Described bolt is all fixed on after on former concrete component, then installs packing ring, template, formwork steel pipe, double threaded screw, steel pipe buckle and nut successively.
beneficial effect
The present invention has following advantage and good effect:
The present invention makes easily, easy for installation, with strong points, simple to operate, the method installation form system that original many employings of comparing are pushed up, owing to being difficult to ensure the intensity of template system, rigidity and stability, easily producing template deformation phenomenon during concreting, can workmanship be affected, and these apparatus and method can be reduced engineering cost, improve efficiency of construction, ensure that workmanship, be convenient to promote.
Accompanying drawing explanation
Fig. 1 is bolt device schematic diagram.
Fig. 2 is from anchor and position bolt erection sequence schematic diagram.
From anchor and position bolt device node schematic diagram when Fig. 3 is model sheetinstallat.
Fig. 4 is schematic diagram after stripping.
From anchor and position bolt device application schematic diagram when Fig. 5 is model sheetinstallat.
In figure: swivel nut 1, anchorage screw 2, former concrete component 3, gets into the cave 4, packing ring 5, formwork steel pipe 6, double threaded screw 7, steel pipe buckle 8, nut 9, template 10, young concrete component 11, circular hole 12.
Detailed description of the invention
Below in conjunction with specific embodiment, set forth the present invention further.Should be understood that these embodiments are only not used in for illustration of the present invention to limit the scope of the invention.In addition should be understood that those skilled in the art can make various changes or modifications the present invention, and these equivalent form of values fall within the application's appended claims limited range equally after the content of having read the present invention's instruction.
First embodiment of the present invention relates to a kind of from anchor and position bolt device, as Figure 1-5, comprise former concrete component 3 and template 10, described former concrete component 3 body of wall is furnished with several and gets into the cave 4, described each 4 inside of getting into the cave are inserted with anchorage screw 2, described anchorage screw 2 is connected with a joggle one end of swivel nut 1, described swivel nut 1 other end is connected with a joggle double threaded screw 7, described double threaded screw 7 other end is connected with nut 9 with steel pipe buckle 8 through the circular hole 12 that template 10 has, described steel pipe buckle 8 is positioned at double threaded screw 7 both sides by 2 and the formwork steel pipe 6 perpendicular with double threaded screw 7 is anchored on the external surface of template 10, described steel pipe buckle 8 lock onto on double threaded screw 7 by nut 9, described swivel nut 1 is resisted against on template 10 inner surface by packing ring 5.
Described swivel nut 1, anchorage screw 2 and packing ring 5 form fixed form device.
Described formwork steel pipe 6, double threaded screw 7, steel pipe buckle 8 and nut 9 composition locking plate device.
What described anchorage screw 2 was anchored at former concrete component 3 by epoxy resin gets into the cave in 4.
Described swivel nut 1 in hollow cone and the large end of diameter be resisted against on packing ring 5.
Distance between described template 10 and former concrete component 3 is the thickness of young concrete component 11.
Second embodiment of the present invention relates to a kind of method of carrying out template anchor and position from anchor and position bolt device, comprise the following steps: before (1) template 10 is installed, former concrete component 3 is determined the position of some bolts, then make and somely get into the cave 4, finally utilize epoxy resin to be bolted on former concrete component 3 by the fixed form 10 be made up of truncated cone-shaped swivel nut 1, anchorage screw 2; (2) be all fixed on after on former concrete component 3 until bolt, first double threaded screw 7 be fixed on truncated cone-shaped swivel nut 1, then successively packing ring 5, template 10, formwork steel pipe 6, steel pipe buckle 8 and nut 9 are installed; (3) template 10 is in place from anchor and position bolt device by some, treat that template 10 is located complete, concreting, the thickness of young concrete component 11 is the thickness that length that the bolt of fixed form 10 exposes to former concrete component 3 adds upper gasket 5; (4) after young concrete component 11 sclerosis is solidified, first the nut 9 of locking template 10, steel pipe buckle 8, formwork steel pipe 6 and double threaded screw 7 are removed successively, then template 10 is removed, finally take out packing ring 5, nut 9, steel pipe buckle 8, formwork steel pipe 6, double threaded screw 7 and packing ring 5 all can have enough to meet the need use.
Described bolt is all fixed on after on former concrete component 3, then installs packing ring 5, template 10, formwork steel pipe 6, double threaded screw 7, steel pipe buckle 8 and nut 9 successively.
Be not difficult to find out, bolt of the present invention is made up of truncated cone-shaped swivel nut, anchorage screw, packing ring, be applicable to reinforced concrete member stabilization works, utilize epoxy resin by bolt anchoring on former concrete component, then utilize double threaded screw, steel pipe buckle and nut, template is accurately located and fixes, last concreting in a template, forms young concrete component, reaches the object of widening former concrete component.The present invention solves a difficult problem for template anchor and position when former concrete component is widened, makes easily, easy for installation, with strong points, simple to operate, has good economic benefit and social benefit.
Claims (7)
1. one kind is carried out the method for template anchor and position from anchor and position bolt device, describedly comprise former concrete component (3) and template (10) from anchor and position bolt device, it is characterized in that: described former concrete component (3) body of wall is furnished with several get into the cave (4), described each (4) inside of getting into the cave is inserted with anchorage screw (2), described anchorage screw (2) is connected with a joggle one end of swivel nut (1), described swivel nut (1) other end is connected with a joggle double threaded screw (7), described double threaded screw (7) other end is connected with nut (9) with steel pipe buckle (8) through the circular hole (12) that template (10) has, described steel pipe buckle (8) is positioned at double threaded screw (7) both sides by 2 and the formwork steel pipe (6) perpendicular with double threaded screw (7) is anchored on the external surface of template (10), described steel pipe buckle (8) lock onto on double threaded screw (7) by nut (9), described swivel nut (1) is resisted against on template (10) inner surface by packing ring (5), the method step of described template anchor and position is as follows:
(1) before template (10) is installed, former concrete component (3) is determined the position of some bolts, then make some get into the cave (4), finally utilize epoxy resin to be bolted on former concrete component (3) by the fixed form (10) be made up of truncated cone-shaped swivel nut (1), anchorage screw (2);
(2) be all fixed on after on former concrete component (3) until bolt, first double threaded screw (7) is fixed on truncated cone-shaped swivel nut (1), packing ring (5), template (10), formwork steel pipe (6), steel pipe buckle (8) and nut (9) are then installed successively;
(3) template (10) is in place from anchor and position bolt device by some, treat that template (10) is located complete, concreting, the thickness of young concrete component (11) is the thickness that length that the bolt of fixed form (10) exposes to former concrete component (3) adds upper gasket (5);
(4) after young concrete component (11) sclerosis is solidified, first remove locking the nut (9) of template (10), steel pipe buckle (8), formwork steel pipe (6) and double threaded screw (7) successively, then template (10) is removed, finally take out packing ring (5), nut (9), steel pipe buckle (8), formwork steel pipe (6), double threaded screw (7) and packing ring (5) all can have enough to meet the need use.
2. a kind of method of carrying out template anchor and position from anchor and position bolt device according to claim 1, is characterized in that: described swivel nut (1), anchorage screw (2) and packing ring (5) composition fixed form device.
3. a kind of method of carrying out template anchor and position from anchor and position bolt device according to claim 1, is characterized in that: described formwork steel pipe (6), double threaded screw (7), steel pipe buckle (8) and nut (9) composition locking plate device.
4. a kind of method of carrying out template anchor and position from anchor and position bolt device according to claim 1, is characterized in that: described anchorage screw (2) is anchored at getting into the cave in (4) of former concrete component (3) by epoxy resin.
5. a kind of method of carrying out template anchor and position from anchor and position bolt device according to claim 1, is characterized in that: described swivel nut (1) in hollow cone and the large end of diameter be resisted against on packing ring (5).
6. a kind of method of carrying out template anchor and position from anchor and position bolt device according to claim 1 and 2, is characterized in that: the distance between described template (10) and former concrete component (3) is the thickness of young concrete component (11).
7. a kind of method of carrying out template anchor and position from anchor and position bolt device according to claim 1, it is characterized in that: described bolt is all fixed on after on former concrete component (3), then installs packing ring (5), template (10), formwork steel pipe (6), double threaded screw (7), steel pipe buckle (8) and nut (9) successively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310264374.XA CN103362304B (en) | 2013-06-27 | 2013-06-27 | A kind of method of carrying out template anchor and position from anchor and position bolt device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310264374.XA CN103362304B (en) | 2013-06-27 | 2013-06-27 | A kind of method of carrying out template anchor and position from anchor and position bolt device |
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| Publication Number | Publication Date |
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| CN103362304A CN103362304A (en) | 2013-10-23 |
| CN103362304B true CN103362304B (en) | 2016-04-06 |
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| CN201310264374.XA Active CN103362304B (en) | 2013-06-27 | 2013-06-27 | A kind of method of carrying out template anchor and position from anchor and position bolt device |
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Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108086171A (en) * | 2017-12-12 | 2018-05-29 | 四川交大工程检测咨询有限公司 | For precisely fixing the fastening bolt of construction formwork and its application method |
| CN109440929A (en) * | 2018-11-13 | 2019-03-08 | 贵州建工集团第六建筑工程有限责任公司 | A kind of prefabricated traction construction method of installation of roof system stressed arch-bar high-altitude tensioning |
| CN110029814A (en) * | 2019-05-21 | 2019-07-19 | 广州交投城市道路建设有限公司 | A kind of combined steel mould bases for beams of concrete enlarging section |
| CN113494156B (en) * | 2021-07-31 | 2023-05-12 | 湖南省特构工程有限责任公司 | Wall steel bar keel and supporting device thereof |
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| JPH06146584A (en) * | 1992-11-06 | 1994-05-27 | Washiyuu Sangyo Kk | Separator |
| CN1142562A (en) * | 1995-11-19 | 1997-02-12 | 缪金云 | Assembled screw rod |
| CN201225015Y (en) * | 2008-06-06 | 2009-04-22 | 中冶天工上海十三冶建设有限公司 | Metallurgy large-scale underground tank construction formwork |
| CN201372573Y (en) * | 2008-11-11 | 2009-12-30 | 中冶京唐建设有限公司 | Improved template reinforcing bolt |
| CN201401010Y (en) * | 2009-04-15 | 2010-02-10 | 江苏省华建建设股份有限公司 | Fixing device for preset nut type steel reinforced concrete combined column template |
| CN201627372U (en) * | 2009-12-24 | 2010-11-10 | 青建集团股份公司 | Three-section headed split bolt |
| CN201704953U (en) * | 2010-06-03 | 2011-01-12 | 林光明 | Shear wall water stop screw stem |
| 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 |
| CN102400552A (en) * | 2010-09-14 | 2012-04-04 | 中天建设集团有限公司 | Boundary beam upper-port anti-expansion mold reinforcing device |
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- 2013-06-27 CN CN201310264374.XA patent/CN103362304B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06146584A (en) * | 1992-11-06 | 1994-05-27 | Washiyuu Sangyo Kk | Separator |
| CN1142562A (en) * | 1995-11-19 | 1997-02-12 | 缪金云 | Assembled screw rod |
| CN201225015Y (en) * | 2008-06-06 | 2009-04-22 | 中冶天工上海十三冶建设有限公司 | Metallurgy large-scale underground tank construction formwork |
| CN201372573Y (en) * | 2008-11-11 | 2009-12-30 | 中冶京唐建设有限公司 | Improved template reinforcing bolt |
| CN201401010Y (en) * | 2009-04-15 | 2010-02-10 | 江苏省华建建设股份有限公司 | Fixing device for preset nut type steel reinforced concrete combined column template |
| CN201627372U (en) * | 2009-12-24 | 2010-11-10 | 青建集团股份公司 | Three-section headed split bolt |
| CN201704953U (en) * | 2010-06-03 | 2011-01-12 | 林光明 | Shear wall water stop screw stem |
| CN102400552A (en) * | 2010-09-14 | 2012-04-04 | 中天建设集团有限公司 | Boundary beam upper-port anti-expansion mold reinforcing device |
| 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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| CN103362304A (en) | 2013-10-23 |
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Address after: 201999 room A, room 1325, Mudanjiang Road, Shanghai, Baoshan District, 403 Patentee after: SHANGHAI ERSHIYE CONSTRUCTION Co.,Ltd. Address before: 201999 room A, room 1325, Mudanjiang Road, Shanghai, Baoshan District, 403 Patentee before: SHANGHAI MCC13 CONSTRUCTION Co.,Ltd. Address after: 201999 room A, room 1325, Mudanjiang Road, Shanghai, Baoshan District, 403 Patentee after: SHANGHAI MCC13 CONSTRUCTION Co.,Ltd. Address before: 201999 room A, room 1325, Mudanjiang Road, Shanghai, Baoshan District, 403 Patentee before: CMTCC Shanghai 13th Construction Co.,Ltd. |
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Effective date of registration: 20190703 Address after: Room A, Room 403, 1325 Mudanjiang Road, Baoshan District, Shanghai, 20199 Co-patentee after: CHINA MCC20 GROUP Corp.,Ltd. Patentee after: SHANGHAI ERSHIYE CONSTRUCTION Co.,Ltd. Address before: Room A, Room 403, 1325 Mudanjiang Road, Baoshan District, Shanghai, 20199 Patentee before: SHANGHAI ERSHIYE CONSTRUCTION Co.,Ltd. |