CN104141386A - Vertical supporting device for wall body formwork - Google Patents
Vertical supporting device for wall body formwork Download PDFInfo
- Publication number
- CN104141386A CN104141386A CN201310165571.6A CN201310165571A CN104141386A CN 104141386 A CN104141386 A CN 104141386A CN 201310165571 A CN201310165571 A CN 201310165571A CN 104141386 A CN104141386 A CN 104141386A
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- Prior art keywords
- wall
- nut
- wall body
- screw arbor
- cone
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- 238000009415 formwork Methods 0.000 title claims abstract description 17
- 238000010276 construction Methods 0.000 claims abstract description 9
- 230000008878 coupling Effects 0.000 claims description 3
- 238000010168 coupling process Methods 0.000 claims description 3
- 238000005859 coupling reaction Methods 0.000 claims description 3
- 239000011150 reinforced concrete Substances 0.000 abstract description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000004035 construction material Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
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Abstract
The utility model belongs to the technical field of formwork construction in the construction industry, particularly relates to a vertical supporting device for a reinforced concrete wall body formwork. The vertical supporting device is arranged in a wall body which is constructed and comprises a wall body inner opposite-pull screw rod, a wall body outer opposite-pull screw rod, a butterfly nut, short battens and cone bodies; wherein the cone bodies are arranged on the two faces of the wall body 200mm below a horizontal construction seam of the wall body at set intervals in the horizontal direction, and the outer surfaces of the cone bodies are flush with the wall faces; the wall body inner opposite-pull screw rod and the wall body outer opposite-pull screw rod are connected through the cone bodies; the other end of the wall body outer opposite-pull screw rod is connected with the butterfly nut, and the two battens are arranged on the two sides of the wall body outer opposite-pull screw rod; the two battens are vertically fixed below the construction seam through the butterfly nut and the wall body outer opposite-pull screw rod; the elevation of the tops of the battens are adjusted according to the elevation of the bottom of a wall body formwork, and the vertical supporting device for the wall body formwork, which is composed of the wall body inner opposite-pull screw rod, the wall body outer opposite-pull screw rod, the butterfly nut, the short battens and the cone bodies is obtained.
Description
Technical field
The invention belongs to builing industry formwork construction technology field, be specifically related to a kind of reinforced concrete wall template vertical supporting device.
Background technology
At present building operations personnel are in the time installing body of wall vertical formwork, conventionally as shown in Figure 1 with steel pipe, flitch combined support.Human and material resources in use procedure, financial resources consumption are larger, and formwork elevation measuring is difficult for adjusting; Need as requested independent support, after body of wall reach a certain height, stability is difficult to guarantee, and economic benefit can not be protected simultaneously.Therefore, need a kind of reinforced concrete wall template vertical supporting device of development badly, to address the above problem.
Summary of the invention
The technical problem to be solved in the present invention is for existing body of wall vertical formwork support system constructional difficulties, material usage is larger, formwork elevation measuring is difficult for adjusting, the stability exceeding after certain altitude is difficult to the shortcomings such as guarantee, propose a kind of easy to operate, and the stability body of wall vertical formwork support system that can ensure.
In order to realize this purpose, the technical scheme that the present invention takes is:
A kind of wall form vertical supporting device, is arranged in the body of wall of having constructed, and the support of body of wall vertical formwork is provided; Comprise Screw arbor with nut at both-ends in body of wall, the outer Screw arbor with nut at both-ends of body of wall, wing nut, short flitch and cone;
Under the horizontal construction joint of body of wall, the body of wall two sides along continuous straight runs at 200mm place arranges respectively a cone every the fixed range of setting, and the external surface of cone is concordant with metope;
In body of wall, Screw arbor with nut at both-ends is connected by cone with the outer Screw arbor with nut at both-ends of body of wall;
The other end of the outer Screw arbor with nut at both-ends of body of wall is connected with wing nut, outside body of wall, Screw arbor with nut at both-ends both sides arrange two flitches, by wing nut and the outer Screw arbor with nut at both-ends of body of wall, two flitches are vertically fixed on to constuction joint below, according to the end absolute altitude of wall form, the absolute altitude on flitch top is adjusted, obtained the wall form vertical supporting device by Screw arbor with nut at both-ends, the outer Screw arbor with nut at both-ends of body of wall, wing nut, short flitch and cone form jointly in body of wall.
Further, a kind of wall form vertical supporting device as above, wherein: the Screw arbor with nut at both-ends model coupling of cone and wing nut and the inside and outside setting of body of wall.
Further, a kind of wall form vertical supporting device as above, wherein: every distance L, a cone, L≤800mm are set respectively at body of wall two sides along continuous straight runs.
Further, a kind of wall form vertical supporting device as above, wherein: flitch is of a size of 50mm × 50mm × 250mm.
The relatively existing body of wall vertical formwork of technical solution of the present invention support system, make full use of the Screw arbor with nut at both-ends in the short stub bar of flitch and body of wall, there is reasonable in design, good stability, simple in structure, easy to operate, improve the utilization rate of construction material, be applicable to the construction area that shear wall is many, template consumption is large, working space is narrow and small.According to practice and checking computations, reach after requirement wing nut is fastening, the weight that this system can support reaches more than 2 tons.
Brief description of the drawings
Fig. 1 is traditional body of wall vertical formwork schematic diagram.
Fig. 2 is vertical formwork support system front elevation view.
Fig. 3 is the sectional drawing in Fig. 2.
Fig. 4 is the fixing flitch detail drawing of wing nut.
In figure: 1-cone, the long Screw arbor with nut at both-ends of 2-200mm, Screw arbor with nut at both-ends in 3-body of wall, 4-wing nut, the short flitch of 5-50mm × 50mm, 6-constuction joint, 7-template, 8-handling frame, 9-flitch, 10-steel pipe support.
Detailed description of the invention
Below in conjunction with accompanying drawing, technical solution of the present invention is elaborated.
A kind of wall form vertical supporting of the present invention device, is arranged in the body of wall of having constructed, and the support of body of wall vertical formwork is provided; Comprise Screw arbor with nut at both-ends in body of wall, the outer Screw arbor with nut at both-ends of body of wall, wing nut, short flitch and cone; Under the horizontal construction joint of body of wall, the body of wall two sides along continuous straight runs at 200mm place arranges respectively a cone every the fixed range of setting, and the external surface of cone is concordant with metope; In body of wall, Screw arbor with nut at both-ends is connected by cone with the outer Screw arbor with nut at both-ends of body of wall; The other end of the outer Screw arbor with nut at both-ends of body of wall is connected with wing nut, outside body of wall, Screw arbor with nut at both-ends both sides arrange two flitches, by wing nut and the outer Screw arbor with nut at both-ends of body of wall, two flitches are vertically fixed on to constuction joint below, according to the end absolute altitude of wall form, the absolute altitude on flitch top is adjusted, obtained the wall form vertical supporting device by Screw arbor with nut at both-ends, the outer Screw arbor with nut at both-ends of body of wall, wing nut, short flitch and cone form jointly in body of wall.
If Fig. 2 is a specific embodiment, comprise Screw arbor with nut at both-ends 3, wing nut 4, the short flitch 5 of 50mm × 50mm in cone 1, the long Screw arbor with nut at both-ends 2 of 200mm, body of wall, cone 1 and wing nut 4 and body of wall inner screw model coupling, the length of the short flitch 5 of 50mm × 50mm is 250mm.
Claims (4)
1. a wall form vertical supporting device, is arranged in the body of wall of having constructed, and the support of body of wall vertical formwork is provided; It is characterized in that: comprise Screw arbor with nut at both-ends in body of wall, the outer Screw arbor with nut at both-ends of body of wall, wing nut, short flitch and cone;
Under the horizontal construction joint of body of wall, the body of wall two sides along continuous straight runs at 200mm place arranges respectively a cone every the fixed range of setting, and the external surface of cone is concordant with metope;
In body of wall, Screw arbor with nut at both-ends is connected by cone with the outer Screw arbor with nut at both-ends of body of wall;
The other end of the outer Screw arbor with nut at both-ends of body of wall is connected with wing nut, outside body of wall, Screw arbor with nut at both-ends both sides arrange two flitches, by wing nut and the outer Screw arbor with nut at both-ends of body of wall, two flitches are vertically fixed on to constuction joint below, according to the end absolute altitude of wall form, the absolute altitude on flitch top is adjusted, obtained the wall form vertical supporting device by Screw arbor with nut at both-ends, the outer Screw arbor with nut at both-ends of body of wall, wing nut, short flitch and cone form jointly in body of wall.
2. a kind of wall form vertical supporting device as claimed in claim 1, is characterized in that: the Screw arbor with nut at both-ends model coupling of cone and wing nut and the inside and outside setting of body of wall.
3. a kind of wall form vertical supporting device as claimed in claim 1, is characterized in that: every distance L, a cone, L≤800mm are set respectively at body of wall two sides along continuous straight runs.
4. a kind of wall form vertical supporting device as claimed in claim 1, is characterized in that: flitch is of a size of 50mm × 50mm × 250mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310165571.6A CN104141386B (en) | 2013-05-07 | 2013-05-07 | A kind of wall form vertical supporting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310165571.6A CN104141386B (en) | 2013-05-07 | 2013-05-07 | A kind of wall form vertical supporting device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104141386A true CN104141386A (en) | 2014-11-12 |
| CN104141386B CN104141386B (en) | 2016-12-28 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310165571.6A Active CN104141386B (en) | 2013-05-07 | 2013-05-07 | A kind of wall form vertical supporting device |
Country Status (1)
| Country | Link |
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| CN (1) | CN104141386B (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4062513A (en) * | 1975-09-11 | 1977-12-13 | Lawrence Edwin Lindell | Vertically adjustable wall forms |
| JPH0623504B2 (en) * | 1988-11-25 | 1994-03-30 | 和彦 岸田 | Multi-stage construction method for concrete structures and formwork support bracket used in this construction method |
| JPH07158269A (en) * | 1993-12-09 | 1995-06-20 | Tokai Rasu Kogyo:Kk | Form device |
| CN1152067A (en) * | 1995-08-30 | 1997-06-18 | 早川义行 | Concrete form spacing fixture |
| CN2360520Y (en) * | 1998-08-14 | 2000-01-26 | 柯男烈 | Form fixing device |
| CN2746057Y (en) * | 2004-09-29 | 2005-12-14 | 中国建筑第三工程局（北京） | Framework system for clear water surface polishing concrete construction |
| CN203285058U (en) * | 2013-05-07 | 2013-11-13 | 中国核工业二四建设有限公司 | Wall body formwork vertical supporting device |
-
2013
- 2013-05-07 CN CN201310165571.6A patent/CN104141386B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4062513A (en) * | 1975-09-11 | 1977-12-13 | Lawrence Edwin Lindell | Vertically adjustable wall forms |
| JPH0623504B2 (en) * | 1988-11-25 | 1994-03-30 | 和彦 岸田 | Multi-stage construction method for concrete structures and formwork support bracket used in this construction method |
| JPH07158269A (en) * | 1993-12-09 | 1995-06-20 | Tokai Rasu Kogyo:Kk | Form device |
| CN1152067A (en) * | 1995-08-30 | 1997-06-18 | 早川义行 | Concrete form spacing fixture |
| CN2360520Y (en) * | 1998-08-14 | 2000-01-26 | 柯男烈 | Form fixing device |
| CN2746057Y (en) * | 2004-09-29 | 2005-12-14 | 中国建筑第三工程局（北京） | Framework system for clear water surface polishing concrete construction |
| CN203285058U (en) * | 2013-05-07 | 2013-11-13 | 中国核工业二四建设有限公司 | Wall body formwork vertical supporting device |
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| Publication number | Publication date |
|---|---|
| CN104141386B (en) | 2016-12-28 |
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