CN202596148U - Reusable cantilever scaffold anchoring compression ring - Google Patents
Reusable cantilever scaffold anchoring compression ring Download PDFInfo
- Publication number
- CN202596148U CN202596148U CN 201220272224 CN201220272224U CN202596148U CN 202596148 U CN202596148 U CN 202596148U CN 201220272224 CN201220272224 CN 201220272224 CN 201220272224 U CN201220272224 U CN 201220272224U CN 202596148 U CN202596148 U CN 202596148U
- Authority
- CN
- China
- Prior art keywords
- anchoring
- compression ring
- reusable
- steel plate
- cantilever scaffold
- 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 - Lifetime
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- 238000004873 anchoring Methods 0.000 title claims abstract description 28
- 238000007906 compression Methods 0.000 title abstract 6
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 39
- 239000010959 steel Substances 0.000 claims abstract description 39
- 238000009408 flooring Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 4
- 241000893018 Armeria Species 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Chemical compound data:image/svg+xml;base64,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 data:image/svg+xml;base64,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 [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 229920000915 polyvinyl chloride Polymers 0.000 description 2
- 230000003014 reinforcing Effects 0.000 description 2
- 210000000282 Nails Anatomy 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
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Abstract
The utility model discloses a reusable cantilever scaffold anchoring compression ring, comprising an anchoring steel pressing plate (1) and a positioning steel plate (2), wherein the anchoring steel pressing plate (1) and the positioning steel plate (2) are connected together through an anchoring screw (3). The reusable cantilever scaffold anchoring compression ring is simple in structure, convenient to fabricate, and convenient and quick to mount and position, and can be directly nailed on a template; and in the mean time, the compression ring plays a key role in accurately positioning a horizontal beam so that the working efficiency is improved. Besides, the reusable cantilever scaffold anchoring compression ring is convenient to demount; the four sides of the side surfaces of the positioning steel plate are shaped like slopes, thereby facilitating demoulding; and the compression ring can be reused a plurality of times so that lost of cost can be saved.
Description
Technical field
The utility model relates to a kind of fixedly scaffold device, and particularly a kind of builder's jack anchoring pressure ring that reuses belongs to the building machinery technical field.
Background technology
Scaffold is that various supports vertical and that the level transportation is set up are operated and solve in the job site for the workman, and the high-rise building major project is constructed usually, all need set up scaffold.
Present widely used scaffold mainly contains two kinds:
A kind of is the console mode scaffold, and it is to set up from ground up to building only to bind, and after building was completed, row was removed again; The disposable input of this scaffold is many, and turn around time is long, and efficient is low, and is long in time limit; Construction costs is high, and is big because of amount of high-altitude operation simultaneously, has potential safety hazard.
Another kind is the shaped steel builder's jack; It is made up of scaffold and the builder's jack bracing frame that is used to install scaffold, and this scaffold has scaffolding can have enough to meet the need use repeatedly, and the duration lacks; Efficient is high; Construction costs is low, and therefore advantage safe in utilization substitutes traditional console mode scaffold gradually.
Existing shaped steel builder's jack bracing frame comprises level encorbelment beam, diagonal brace and anchoring piece, the encorbelment mode of beam and the pre-buried round steel of the general normal employing of agent structure anchoring of said level.And the problem that the mode of pre-buried round steel exists is: at first, versatility is poor, because embedded bar is subjected to displacement easily, off normal, makes that the front and back end is not on same line when the horizontal cantilever steel girder of anchoring; Secondly, spillage of material is big, because anchor bar adopts pre-buried mode, when removing the scaffold cantilever steel girder, often reinforcing bar is directly cut off, and the reinforcing bar after cutting off can't reuse and becomes waste resource.
The utility model content
The utility model technical problem to be solved provides a kind of builder's jack anchoring pressure ring that reuses; This anchoring pressure ring easy installation and removal, highly versatile, economical with materials, guarantee the accurate location of the horizontal girder steel of scaffold, and can effectively reuse.
In order to solve above-mentioned technical problem, the technical scheme of the utility model is: a kind of builder's jack anchoring pressure ring that reuses, it comprises anchoring keeper plate of steel and fixing steel plate, links together through anchorage screw between anchoring keeper plate of steel and the fixing steel plate.
Said fixing steel plate is provided with screwed hole, and said anchorage screw is through being screwed into screwed hole and fixing steel plate is fixed.
Dismounting for ease, the side of said fixing steel plate is skewed, promptly the cross section is a trapezoidal shape.
The utility model is simple in structure, and is easy to process.During use, installing and locating is convenient, fast, can directly order on template, and the accurate location for horizontal beam plays a key effect simultaneously, has improved operating efficiency.And the utility model convenient disassembly, be ramped shaped because of around the fixing steel plate side, conveniently stripped, repeatedly reusable, practiced thrift great amount of cost.
Description of drawings
Below in conjunction with the accompanying drawing and the specific embodiment the utility model is done further detailed explanation.
Fig. 1 is the structural representation of the utility model.
Fig. 2 is the utility model scheme of installation.
Fig. 3 be the utility model at the position, washroom the flooring scheme of installation.
Fig. 4 be the utility model at position, non-washroom the flooring scheme of installation.
The specific embodiment
Like Fig. 1, shown in 2, the builder's jack anchoring pressure ring that can reuse comprises anchoring keeper plate of steel 1 and fixing steel plate 2, links together through anchorage screw 3 between anchoring keeper plate of steel 1 and the fixing steel plate 2, and steel I-beam 6 is fixing.
Earlier fixing steel plate 2 usefulness iron nails 5 are followed closely on template, it just can be cast in the bottom surface of concrete 10 like this.As shown in Figure 3, the flooring at the position, washroom is for the requirement of waterproof; Fixing steel plate 2 connects a bit of screw rod earlier in screwed hole 4; Sealing sheet 12 is installed on it, is connected 11 through screw rod then this segment screw rod and anchorage screw 3 linked together, concreting 10 then.The hole 7 that the other end of anchorage screw 3 then passes anchoring keeper plate of steel 1 cooperates steel I-beam 6 fixing through nut 8 with anchorage screw 3.Flooring at position, non-washroom is then as shown in Figure 4, and anchorage screw 3 can directly be screwed on the fixing steel plate 2 through being set in its outer pvc pipe 9, and the effect of pvc pipe is to prevent that anchorage screw 3 from being wrapped by concrete 10, is unfavorable for dismounting.
As shown in Figure 2, the anchoring pressure ring through a plurality of the utility model just can fixedly secure steel I-beam 6.The utility model anchoring pressure ring convenient disassembly, the convenient demoulding in skewed side of fixing steel plate, repeatedly reusable, practiced thrift cost.
The foregoing description limits the utility model never in any form, and every employing is equal to the technical scheme that replacement or the mode of equivalent transformation obtain and all drops in the protection domain of the utility model.
Claims (3)
1. the builder's jack anchoring pressure ring that can reuse is characterized in that comprising anchoring keeper plate of steel (1) and fixing steel plate (2), links together through anchorage screw (3) between anchoring keeper plate of steel (1) and the fixing steel plate (2).
2. the builder's jack anchoring pressure ring that reuses according to claim 1, it is characterized in that: said fixing steel plate (2) is provided with screwed hole (4), and said anchorage screw (3) is fixing with fixing steel plate (2) through being screwed into screwed hole (4).
3. the builder's jack anchoring pressure ring that reuses according to claim 1, it is characterized in that: the side of said fixing steel plate (2) is skewed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220272224 CN202596148U (en) | 2012-06-11 | 2012-06-11 | Reusable cantilever scaffold anchoring compression ring |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220272224 CN202596148U (en) | 2012-06-11 | 2012-06-11 | Reusable cantilever scaffold anchoring compression ring |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202596148U true CN202596148U (en) | 2012-12-12 |
Family
ID=47313696
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220272224 Expired - Lifetime CN202596148U (en) | 2012-06-11 | 2012-06-11 | Reusable cantilever scaffold anchoring compression ring |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202596148U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103711298A (en) * | 2013-12-27 | 2014-04-09 | 中建四局第六建筑工程有限公司 | Method for constructing anchoring system of structural steel overhanging scaffold |
| CN104060814A (en) * | 2014-07-14 | 2014-09-24 | 陕西建工第十建设集团有限公司 | Cantilever beam anchoring piece and mounting method and dismounting method thereof |
| CN104563481A (en) * | 2014-11-06 | 2015-04-29 | 云南省第三建筑工程公司 | Detachable anchoring device for tail end of common cantilever scaffold section steel |
| CN111691657A (en) * | 2020-06-29 | 2020-09-22 | 中能建西北城市建设有限公司 | Anchoring bolt structure of cantilever scaffold and mounting method |
-
2012
- 2012-06-11 CN CN 201220272224 patent/CN202596148U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103711298A (en) * | 2013-12-27 | 2014-04-09 | 中建四局第六建筑工程有限公司 | Method for constructing anchoring system of structural steel overhanging scaffold |
| CN104060814A (en) * | 2014-07-14 | 2014-09-24 | 陕西建工第十建设集团有限公司 | Cantilever beam anchoring piece and mounting method and dismounting method thereof |
| CN104563481A (en) * | 2014-11-06 | 2015-04-29 | 云南省第三建筑工程公司 | Detachable anchoring device for tail end of common cantilever scaffold section steel |
| CN111691657A (en) * | 2020-06-29 | 2020-09-22 | 中能建西北城市建设有限公司 | Anchoring bolt structure of cantilever scaffold and mounting method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20121212 |
|
| CX01 | Expiry of patent term |