CN203285058U - Wall body formwork vertical supporting device - Google Patents
Wall body formwork vertical supporting device Download PDFInfo
- Publication number
- CN203285058U CN203285058U CN2013202431328U CN201320243132U CN203285058U CN 203285058 U CN203285058 U CN 203285058U CN 2013202431328 U CN2013202431328 U CN 2013202431328U CN 201320243132 U CN201320243132 U CN 201320243132U CN 203285058 U CN203285058 U CN 203285058U
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- wall
- nut
- wall body
- screw arbor
- cone
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Abstract
The utility model belongs to the technical field of construction industry formwork construction, in particular to a reinforced concrete wall body formwork vertical supporting device. The wall body formwork 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. 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. The outer surfaces of the cone bodies are flush with the wall faces, and 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 wall body formwork vertical supporting device 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 utility model belongs to builing industry formwork construction technology field, is specifically related to a kind of reinforced concrete wall template vertical supporting device.
Background technology
At present the building operations personnel are when installing the body of wall vertical formwork, usually 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 was difficult to assurance, 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 problems to be solved in the utility model is for existing body of wall vertical formwork support system constructional difficulties, material usage is larger, formwork elevation measuring is difficult for adjusting, be difficult to the shortcomings such as assurance over the stability after certain altitude, propose a kind of easy to operate, and the stability body of wall vertical formwork support system that can guarantee.
In order to realize this purpose, the technical scheme that the utility model is taked is:
A kind of wall form vertical supporting device, be 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;
The body of wall two sides along continuous straight runs at 200mm place arranges respectively a cone every the fixed range of setting under the horizontal construction joint of body of wall, and the external surface of cone is concordant with metope;
In body of wall, the Screw arbor with nut at both-ends of being connected connects by cone Screw arbor with nut at both-ends with 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, the Screw arbor with nut at both-ends both sides arrange two flitches outside body of wall, by wing nut and the outer Screw arbor with nut at both-ends of body of wall, two flitches vertically are fixed in the 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 that is jointly formed 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 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: at body of wall two sides along continuous straight runs, every distance L, a cone, L≤800mm are set respectively.
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 support system of technical solutions of the utility model, take full advantage of the Screw arbor with nut at both-ends in the short stub bar of flitch and body of wall, has 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, the template consumption is large, working space is narrow and small.According to the practice and checking computations, wing nut is fastening reach requirement after, the weight that this system can support reaches more than 2 tons.
Description of 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 fixedly flitch detail drawing of wing nut.
In figure: 1-cone, Screw arbor with nut at both-ends in the long Screw arbor with nut at both-ends of 2-200mm, 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.
The specific embodiment
Below in conjunction with accompanying drawing, technical solutions of the utility model are elaborated.
A kind of wall form vertical supporting of the utility model device, be 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; The body of wall two sides along continuous straight runs at 200mm place arranges respectively a cone every the fixed range of setting under the horizontal construction joint of body of wall, and the external surface of cone is concordant with metope; In body of wall, the Screw arbor with nut at both-ends of being connected connects by cone Screw arbor with nut at both-ends with 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, the Screw arbor with nut at both-ends both sides arrange two flitches outside body of wall, by wing nut and the outer Screw arbor with nut at both-ends of body of wall, two flitches vertically are fixed in the 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 that is jointly formed 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 in body of wall.
A specific embodiment as Fig. 2, 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, be 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;
The body of wall two sides along continuous straight runs at 200mm place arranges respectively a cone every the fixed range of setting under the horizontal construction joint of body of wall, and the external surface of cone is concordant with metope;
In body of wall, the Screw arbor with nut at both-ends of being connected connects by cone Screw arbor with nut at both-ends with 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, the Screw arbor with nut at both-ends both sides arrange two flitches outside body of wall, by wing nut and the outer Screw arbor with nut at both-ends of body of wall, two flitches vertically are fixed in the 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 that is jointly formed 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 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: at body of wall two sides along continuous straight runs, every distance L, a cone, L≤800mm are set respectively.
4. a kind of wall form vertical supporting device as claimed in claim 1, it is characterized in that: flitch is of a size of 50mm * 50mm * 250mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013202431328U CN203285058U (en) | 2013-05-07 | 2013-05-07 | Wall body formwork vertical supporting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013202431328U CN203285058U (en) | 2013-05-07 | 2013-05-07 | Wall body formwork vertical supporting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203285058U true CN203285058U (en) | 2013-11-13 |
Family
ID=49541429
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013202431328U Withdrawn - After Issue CN203285058U (en) | 2013-05-07 | 2013-05-07 | Wall body formwork vertical supporting device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203285058U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104141386A (en) * | 2013-05-07 | 2014-11-12 | 中国核工业二四建设有限公司 | Vertical supporting device for wall body formwork |
| CN108868133A (en) * | 2018-08-22 | 2018-11-23 | 中国二十二冶集团有限公司 | The bottom support fixed structure and method of wall form |
-
2013
- 2013-05-07 CN CN2013202431328U patent/CN203285058U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104141386A (en) * | 2013-05-07 | 2014-11-12 | 中国核工业二四建设有限公司 | Vertical supporting device for wall body formwork |
| CN108868133A (en) * | 2018-08-22 | 2018-11-23 | 中国二十二冶集团有限公司 | The bottom support fixed structure and method of wall form |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20131113 Effective date of abandoning: 20170601 |