CN204001650U - Overhanging scaffold for building - Google Patents
Overhanging scaffold for building Download PDFInfo
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- CN204001650U CN204001650U CN201420462609.6U CN201420462609U CN204001650U CN 204001650 U CN204001650 U CN 204001650U CN 201420462609 U CN201420462609 U CN 201420462609U CN 204001650 U CN204001650 U CN 204001650U
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- vertical column
- scaffold
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- building
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- 230000002787 reinforcement Effects 0.000 claims abstract description 23
- 230000003014 reinforcing Effects 0.000 claims description 7
- 238000010276 construction Methods 0.000 abstract description 7
- 238000009408 flooring Methods 0.000 abstract description 5
- 230000000694 effects Effects 0.000 description 4
- 238000009434 installation Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Abstract
The utility model discloses a kind of overhanging scaffold for building.For overcoming existing overhanging scaffold, can affect the defect of other operation construction, the technical solution adopted in the utility model comprises supporting component, scaffold body and oblique pull reinforcement assembly, and described supporting component comprises horizontal columns for mounting scaffold body, vertical column, for vertical column being fixed on to the locking member on exterior wall; Described locking member comprises a limiting plate that is positioned at vertical column outside, on this limiting plate, wear at least two backstays that lay respectively at vertical column both sides, the inner evagination of backstay is hook portion within the walls in vertical column and outside being formed for being embedded in, and outer end is by a nut check.Its advantage is: original Cantilever Beams is fixed on to the structure on floor, be improved to supporting component and be fixed on the structure on exterior wall, make the one-shot forming that neither can affect exterior wall concrete flange of setting up of scaffold, can not affect again the construction of shear wall, post, masonry and flooring.
Description
Technical field
The utility model relates to the realm of building construction, specifically a kind of overhanging scaffold for building.
Background technology
Development of High-rise Buildings is rapid, and console mode scaffold can not meet the construction needs of highrise building, and profile steel overhanging scaffold replaces gradually.
Notice of authorization number is that the Chinese invention patent of CN101736893A discloses " overhanging type scaffold supporting system ", its Cantilever Beams is divided into and stretches out the bracketed part of exterior wall and be fixed on the standing part on floor, erecting scaffold on bracketed part, standing part is by embedded bar fixed card or be bolted on floor.The defect of this support system is: the standing part of Cantilever Beams is fixed on floor, and the length of standing part is at least 1.5 times of bracketed part, this causes the exterior wall concrete flange can not one-shot forming, affect waterproof effect, and, also can affect the construction of shear wall, post, masonry and flooring, incur loss through delay the duration.
Summary of the invention
Technical problem to be solved in the utility model is to overcome the defect that above-mentioned prior art exists, and a kind of overhanging scaffold for building is provided, and neither can affect the one-shot forming of exterior wall concrete flange, can not affect again the construction of shear wall, post, masonry and flooring.
For this reason, the technical solution adopted in the utility model is as follows: overhanging scaffold for building, comprise supporting component, scaffold body and oblique pull reinforcement assembly, its technical characterictic is, described supporting component comprises horizontal columns for mounting scaffold body, vertical column, for vertical column being fixed on to the locking member on exterior wall; Described locking member comprises a limiting plate that is positioned at vertical column outside, on this limiting plate, wear at least two backstays that lay respectively at vertical column both sides, the inner evagination of backstay is hook portion within the walls in vertical column and outside being formed for being embedded in, and outer end is by a nut check.
Original Cantilever Beams is fixed on to the structure on floor, is improved to supporting component and is fixed on the structure on exterior wall, make the one-shot forming that neither can affect exterior wall concrete flange of setting up of scaffold, can not affect again the construction of shear wall, post, masonry and flooring; Between vertical column and exterior wall, by locking member, lock, the exterior wall area simple in structure, easy for installation, that take of described locking member is little; Supporting component and oblique pull reinforcement assembly are jointly stressed.
As improvement, described supporting component also comprises a reinforcing prop being obliquely installed, and the upper end of reinforcing prop is fixed in horizontal columns, and lower end is fixed on vertical column.This setting, makes the simple in structure, firm of supporting component, and load bearing effect is good.
As improvement, described backstay has four, is divided into and is positioned at left and right two groups of vertical column both sides, and the overbending direction of the hook portion of two backstays in every group is contrary.This setting, can more firmly be fixed on exterior wall vertical column; Being embedded in outer backstay is within the walls difficult for departing from station because of load-bearing.
As improvement, the end face of described horizontal columns is provided with for the spacer bars to scaffold body location.This setting, can more firmly be erected in horizontal columns scaffold body.
As improvement, described oblique pull reinforcement assembly comprise be arranged on horizontal columns outer end the first hook portion, be embedded in the second hook portion, reinforcement rod and flower basket bolt on exterior wall; The lower end of flower basket bolt is hooked in the first hook portion, and upper end is connected with one end of reinforcement rod, and the other end of reinforcement rod is connected with the second hook portion.This setting, makes the simple in structure, easy for installation of oblique pull reinforcement assembly, and the load bearing effect that is arranged so that oblique pull reinforcement assembly of reinforcement rod is better.
The beneficial effects of the utility model are mainly reflected in: original Cantilever Beams is fixed on to the structure on floor, be improved to supporting component and be fixed on the structure on exterior wall, make the one-shot forming that neither can affect exterior wall concrete flange of setting up of scaffold, can not affect again the construction of shear wall, post, masonry and flooring.
Accompanying drawing explanation
Fig. 1 is the utility model lateral view in use.
Fig. 2 is the utility model overall structure schematic diagram in use.
Fig. 3 is the structural representation of the utility model supporting component.
Fig. 4 is the structural representation of the utility model oblique pull reinforcement assembly.
Shown in figure: 1, supporting component, 11, horizontal columns, 12, vertical column, 13, limiting plate, 14, backstay, 15, hook portion, 16, nut, 17, reinforcing prop, 18, spacer bars, 2, scaffold body, 3, oblique pull reinforcement assembly, the 31, first hook portion, 32, the second hook portion, 33, reinforcement rod, 34, flower basket bolt, 4, floor, 5, exterior wall.
The specific embodiment
Below in conjunction with Figure of description and specific embodiment, the utility model is described in further detail.
Overhanging scaffold for building as shown in Figure 1 and Figure 2, is comprised of supporting component 1, scaffold body 2 and oblique pull reinforcement assembly 3.
As shown in Figure 3, supporting component 1 comprises horizontal columns 11 for mounting scaffold body 2, vertical column 12, for vertical column 12 is fixed on to the locking member on exterior wall 5, and horizontal columns 11 and vertical column 12 weld together, L-shaped.Described locking member comprises a limiting plate 13 that is positioned at vertical column 12 outsides, on this limiting plate 13, wear four backstays 14, four backstays 14 are divided into and are positioned at left and right two groups of vertical column 12 both sides, the inner evagination of backstay 14 is in vertical column 12 and be formed for being embedded in the hook portion 15 in exterior wall 5, outer end is by nut 16 locking, and the overbending direction of the hook portion of two backstays in every group is contrary.Described supporting component 1 also comprises a reinforcing prop being obliquely installed 17, and the upper end of reinforcing prop 17 is fixed in horizontal columns 11, and lower end is fixed on vertical column 12.The end face of described horizontal columns 11 is provided with for the spacer bars 18 to scaffold body 2 location.
As shown in Figure 4, described oblique pull reinforcement assembly 3 comprise be arranged on horizontal columns 11 outer ends the first hook portion 31, be embedded in the second hook portion 32, reinforcement rod 33 and flower basket bolt 34 on exterior wall 5; The lower end of flower basket bolt 34 is hooked in the first hook portion 31, and upper end is connected with one end of reinforcement rod 33, and the other end of reinforcement rod 33 is connected with the second hook portion 32.
Below only with regard to the utility model preferred embodiment, be described, but can not be interpreted as it is limitations on claims.The utility model is not only confined to above embodiment, and its concrete structure allows to change.All various variations of doing in the protection domain of the utility model independent claims are all in protection domain of the present utility model.
Claims (5)
1. overhanging scaffold for building, comprise supporting component (1), scaffold body (2) and oblique pull reinforcement assembly (3), it is characterized in that: described supporting component (1) comprises horizontal columns (11) for mounting scaffold body (2), vertical column (12), for vertical column (12) is fixed on to the locking member on exterior wall; Described locking member comprises a limiting plate (13) that is positioned at vertical column (12) outside, on this limiting plate (13), wear at least two backstays (14) that lay respectively at vertical column (12) both sides, the inner evagination of backstay (14) is hook portion (15) within the walls in vertical column (12) and outside being formed for being embedded in, and outer end is locked by a nut (16).
2. overhanging scaffold for building according to claim 1, it is characterized in that: described supporting component (1) also comprises a reinforcing prop being obliquely installed (17), it is upper that the upper end of reinforcing prop (17) is fixed on horizontal columns (11), and lower end is fixed on vertical column (12).
3. overhanging scaffold for building according to claim 1, is characterized in that: described backstay (14) has four, is divided into and is positioned at left and right two groups of vertical column (12) both sides, and the overbending direction of the hook portion of two backstays in every group is contrary.
4. overhanging scaffold for building according to claim 1, is characterized in that: the end face of described horizontal columns (11) is provided with for the spacer bars (18) to scaffold body (2) location.
5. overhanging scaffold for building according to claim 1, is characterized in that: described oblique pull reinforcement assembly (3) comprise be arranged on horizontal columns (11) outer end the first hook portion (31), be embedded in the second hook portion (32), reinforcement rod (33) and flower basket bolt (34) on exterior wall; It is upper that the lower end of flower basket bolt (34) is hooked in the first hook portion (31), and upper end is connected with the one end of reinforcement rod (33), and the other end of reinforcement rod (33) is connected with the second hook portion (32).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420462609.6U CN204001650U (en) | 2014-08-15 | 2014-08-15 | Overhanging scaffold for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420462609.6U CN204001650U (en) | 2014-08-15 | 2014-08-15 | Overhanging scaffold for building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204001650U true CN204001650U (en) | 2014-12-10 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420462609.6U Active CN204001650U (en) | 2014-08-15 | 2014-08-15 | Overhanging scaffold for building |
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| Country | Link |
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| CN (1) | CN204001650U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105696784A (en) * | 2016-01-29 | 2016-06-22 | 成都绿迪科技有限公司 | Novel decoration scaffold |
| CN109914780A (en) * | 2019-04-19 | 2019-06-21 | 四川优筑科技有限公司 | It is a kind of for building the inclined pull type suspension supporting I-steel supporting element of external scaffolding |
| CN111335609A (en) * | 2020-04-21 | 2020-06-26 | 淮安市博彦土木工程科学研究院有限公司 | Clamping type conversion unloading device for hanging scaffold |
| CN111472531A (en) * | 2020-03-28 | 2020-07-31 | 北京建工一建工程建设有限公司 | Cantilever support frame |
-
2014
- 2014-08-15 CN CN201420462609.6U patent/CN204001650U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105696784A (en) * | 2016-01-29 | 2016-06-22 | 成都绿迪科技有限公司 | Novel decoration scaffold |
| CN109914780A (en) * | 2019-04-19 | 2019-06-21 | 四川优筑科技有限公司 | It is a kind of for building the inclined pull type suspension supporting I-steel supporting element of external scaffolding |
| CN111472531A (en) * | 2020-03-28 | 2020-07-31 | 北京建工一建工程建设有限公司 | Cantilever support frame |
| CN111335609A (en) * | 2020-04-21 | 2020-06-26 | 淮安市博彦土木工程科学研究院有限公司 | Clamping type conversion unloading device for hanging scaffold |
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |