CN203879005U - Reinforcing device for large formwork of oblique-section concrete member - Google Patents
Reinforcing device for large formwork of oblique-section concrete member Download PDFInfo
- Publication number
- CN203879005U CN203879005U CN201420274461.3U CN201420274461U CN203879005U CN 203879005 U CN203879005 U CN 203879005U CN 201420274461 U CN201420274461 U CN 201420274461U CN 203879005 U CN203879005 U CN 203879005U
- Authority
- CN
- China
- Prior art keywords
- wedge
- large formwork
- large form
- cushion block
- shaped cushion
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 238000009415 formwork Methods 0.000 title abstract 10
- 230000003014 reinforcing effect Effects 0.000 title abstract 4
- 238000003466 welding Methods 0.000 claims description 4
- 239000007787 solid Substances 0.000 claims description 2
- 230000000694 effects Effects 0.000 abstract description 7
- 229910000831 Steel Inorganic materials 0.000 abstract description 3
- 239000010959 steel Substances 0.000 abstract description 3
- 239000002699 waste material Substances 0.000 abstract description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a reinforcing device for a large formwork of an oblique-section concrete member. The reinforcing device comprises the large formwork, a counter screw, a gasket, a fastening nut, a wedge-shaped cushion block and a clamping base, wherein the wedge-shaped cushion block is arranged between the horizontal back edge of the large formwork and the gasket. The wedge-shaped cushion block has the same inclination angle as the horizontal back edge of the large formwork, and is attached to the horizontal back edge of the large formwork and provided with an open hole corresponding to an open hole in the large formwork. The open hole of the wedge-shaped cushion block is an oblong hole and is used for installing the counter screw to reinforce the large formwork. The clamping base is welded and fixed to the horizontal back edge of the large formwork, and the upper plane of the clamping base makes contact with the lower plane of the wedge-shaped cushion block. The wedge-shaped cushion block can be manufactured through waste steel plates on site and can be circulated. The clamping base is welded to the horizontal back edge of the large formwork and can limit the movement of the wedge-shaped cushion block, and therefore the better fastening effect can be achieved. The wedge-shaped cushion block is provided with the oblong hole so that the fastening effect of the reinforcing device can be guaranteed.
Description
Technical field
The utility model relates to a kind of building operations bracing means, relates in particular to a kind of sloping section concrete component large form bracing means.
Background technology
In concrete structure construction, many concrete structure member section forms are irregular, opposite face is not parallel mutually, cause between Screw arbor with nut at both-ends and template can not right angle to drawing, clamp nut, the relative large form of pad tilt stressed, can not fully contact performance fastening effect, be easy to swollen mould, waste of manpower, material resources.
Summary of the invention
For above-mentioned existing problems, the utility model aim to provide a kind of can with large form fully contact performance fastening effect and can have enough to meet the need use bracing means.
The utility model design is achieved through the following technical solutions: a kind of sloping section concrete component large form bracing means, comprise large form, Screw arbor with nut at both-ends, pad, clamp nut, also comprise correcting wedge, described correcting wedge is placed between the horizontal back cord of large form and pad, correcting wedge is identical with the angle of inclination of the horizontal back cord of large form, the two is bonded to each other, and it is corresponding with the perforate on large form that correcting wedge is provided with perforate, for Screw arbor with nut at both-ends is installed, reinforces large form.
As preferably, for being subjected to displacement, restriction correcting wedge has influence on fastening effect, and the utility model also comprises deck, and described deck solid welding is on the horizontal back cord of large form, and on deck, plane contacts with correcting wedge lower plane.
As preferably, biased poor for the hole of counteracting Screw arbor with nut at both-ends, to adjust correcting wedge and fully contact with deck, the perforate on described correcting wedge is slotted hole.
The utility model arranges the correcting wedge that can have enough to meet the need use between large form and pad, and correcting wedge can utilize on-the-spot discarded steel plate, according to angle of inclination, concrete component sloping section processing and fabricating, can have enough to meet the need use; By welding deck in advance on the horizontal back cord of large form, the displacement of restriction correcting wedge, reaches better fastening effect; On correcting wedge, offer slotted hole, correcting wedge can fully be contacted with deck through adjusting, guaranteed the fastening effect of bracing means.
Accompanying drawing explanation
Fig. 1 is the utility model structural representation.
Fig. 2 is the utility model correcting wedge structural representation.
In figure: 1-deck, 2-correcting wedge, 3-clamp nut, 4-pad, 5-Screw arbor with nut at both-ends, 6-PVC sleeve pipe, 7-large form main body, 8-large form erects back cord, the horizontal back cord of 9-large form, 10-sloping section concrete component.
The specific embodiment
Below, with reference to the accompanying drawings of embodiment of the present utility model.
Referring to Fig. 1, the utility model bracing means, according to design drawing, calculate angle of inclination, concrete component cross section, utilize on-the-spot discarded steel plate to make correcting wedge 2, and on correcting wedge 2, open slotted hole 201(referring to Fig. 2), perforate size is Screw arbor with nut at both-ends diameter+2mm.Large form comprises large form main body 7, the perpendicular back cord 8 of large form, the horizontal back cord 9 of large form, at the thick deck 1 of the welding 50mm of the 50mm place, limit, split bolt hole of the horizontal back cord 9 of large form.Before large form matched moulds, lay PVC sleeve pipe 6, after large form matched moulds, correcting wedge 2, pad 4, clamp nut 3 are installed, tighten on limit adjustment correction, limit.Correcting wedge 2 is in place after Screw arbor with nut at both-ends 5 is installed, and jointly forms bracing means with large form, Screw arbor with nut at both-ends, pad and clamp nut, then, builds sloping section concrete component 10.
Claims (3)
1. a sloping section concrete component large form bracing means, comprise large form, Screw arbor with nut at both-ends, pad, clamp nut, it is characterized in that, also comprise correcting wedge, described correcting wedge is placed between the horizontal back cord of large form and pad, and described correcting wedge is identical with the angle of inclination of the horizontal back cord of large form, and the two is bonded to each other, it is corresponding with the perforate on large form that described correcting wedge is provided with perforate, for Screw arbor with nut at both-ends is installed, reinforces large form.
2. sloping section according to claim 1 concrete component large form bracing means, is characterized in that, also comprises deck, and described deck solid welding is on the horizontal back cord of large form, and on deck, plane contacts with correcting wedge lower plane.
3. sloping section according to claim 1 concrete component large form bracing means, is characterized in that, the perforate on described correcting wedge is slotted hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420274461.3U CN203879005U (en) | 2014-05-27 | 2014-05-27 | Reinforcing device for large formwork of oblique-section concrete member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420274461.3U CN203879005U (en) | 2014-05-27 | 2014-05-27 | Reinforcing device for large formwork of oblique-section concrete member |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203879005U true CN203879005U (en) | 2014-10-15 |
Family
ID=51679520
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420274461.3U Expired - Fee Related CN203879005U (en) | 2014-05-27 | 2014-05-27 | Reinforcing device for large formwork of oblique-section concrete member |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203879005U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112339078A (en) * | 2020-11-27 | 2021-02-09 | 云南城投中民昆建科技有限公司 | A do not have reinforcing apparatus that draws for aluminum alloy pipe gallery mould |
| CN117468704A (en) * | 2023-12-26 | 2024-01-30 | 北京市第三建筑工程有限公司 | Three-dimensional stiffness bare concrete diagonal column formwork reinforcement construction method |
| CN117489103A (en) * | 2023-11-27 | 2024-02-02 | 河北工程大学 | Reinforced concrete funnel roof-tension formwork support system and construction steps |
-
2014
- 2014-05-27 CN CN201420274461.3U patent/CN203879005U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112339078A (en) * | 2020-11-27 | 2021-02-09 | 云南城投中民昆建科技有限公司 | A do not have reinforcing apparatus that draws for aluminum alloy pipe gallery mould |
| CN117489103A (en) * | 2023-11-27 | 2024-02-02 | 河北工程大学 | Reinforced concrete funnel roof-tension formwork support system and construction steps |
| CN117468704A (en) * | 2023-12-26 | 2024-01-30 | 北京市第三建筑工程有限公司 | Three-dimensional stiffness bare concrete diagonal column formwork reinforcement construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141015 Termination date: 20200527 |