CN205387814U - Inserted lift scaffold's lower anti -toppling device - Google Patents
Inserted lift scaffold's lower anti -toppling device Download PDFInfo
- Publication number
- CN205387814U CN205387814U CN201620133777.XU CN201620133777U CN205387814U CN 205387814 U CN205387814 U CN 205387814U CN 201620133777 U CN201620133777 U CN 201620133777U CN 205387814 U CN205387814 U CN 205387814U
- Authority
- CN
- China
- Prior art keywords
- longeron
- lower anti
- sway bar
- roller
- guide rail
- 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
- 229910000831 Steel Inorganic materials 0.000 claims description 9
- 239000010959 steel Substances 0.000 claims description 9
- 230000000149 penetrating effect Effects 0.000 abstract description 8
- 230000006978 adaptation Effects 0.000 abstract 1
- 230000009194 climbing Effects 0.000 description 9
- 238000000034 method Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 230000007850 degeneration Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
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- Movable Scaffolding (AREA)
Abstract
The utility model discloses an inserted lift scaffold's lower anti -toppling device, including anti -dumping rod and longeron, anti -dumping rod's one end is provided with the gyro wheel, the longeron is vertical to be set up on inserted lift scaffold, the longeron be provided with along the longeron extending direction on with the guide rail of gyro wheel looks adaptation, on one end that anti -dumping rod did not set up the gyro wheel is fixed in the building, anti -dumping rod's gyro wheel slidable set up in on the guide rail. This inserted lift scaffold's lower anti -toppling device application scope is wide, applicable in balcony structure, bay window structure, and no penetrating shear forces such as bridging piece structure have improved time anti -toppling device's application scope on the wall greatly.
Description
Technical field
This utility model relates to the realm of building construction, particularly relates to the lower anti-tilt device of a kind of attachment type raise scaffold.
Background technology
The anti-tilt device of attachment type raise scaffold (hereinafter referred to as climbing frame) is one of as climbing frame three big important device, it is as whether climbing frame can promote the key device put in place smoothly, if climbing frame without anti-tilt device cannot promote operation, if this device arranges not in place, climbing frame lifting process is easy for occurring that support body topples the dangerous situations such as degeneration, collision building structure.Now along with building structure becomes increasingly complex, its lower anti-tilt device of climbing frame easily arranges not in place when without shear wall, or increase attachment supporting is not only time-consuming as lower anti-tilt device and the heavy difficulty of method is accepted by teams and groups.
Under existing climbing frame, anti-tilt device includes sway bar and arranges the crown wall wheel of its one end, described crown wall plate withstands on outside the shear wall of building, the other end of sway bar is fixed on climbing frame, therefore, the lower anti-tilt device of crown wall wheel can only be arranged on penetrating shear wall position, this limited location is big, in balcony structure, bay window structure, bridging piece structure etc. all can not be installed without penetrating shear wall position, and present Architectural Structure Design multiformity, just it sometimes appear that deformation of toppling, the dangerous situations such as building structure can be collided when promoting operation.Visible, under existing climbing frame, anti-tilt device can only be arranged on penetrating shear wall position, and this limited location is big, and in balcony structure, bay window structure, bridging piece structure etc. all can not be installed without penetrating shear wall position；Further, attachment supporting to be increased as lower anti-tilt device is not only time-consuming and method is heavy.
Utility model content
The technical problems to be solved in the utility model, it is provided that the lower anti-tilt device of a kind of attachment type raise scaffold that can be used for without penetrating shear wall position.
This utility model is achieved in that
A kind of lower anti-tilt device of attachment type raise scaffold, including sway bar and longeron, one end of described sway bar is provided with roller, described longeron is vertically arranged on attachment type raise scaffold, described longeron is provided with the guide rail suitable with described roller along longeron bearing of trend, described sway bar is not provided with one end of roller and is fixed on building, and the roller of sway bar is slidably arranged on described guide rail.
Further, the agent structure of described longeron is U-type groove girder steel, and described guide rail is the U-type groove on U-type groove girder steel.
Further, the length of described longeron is more than or equal to 3.5 meters, first pipe orthogonal with longeron it is provided with in one end of longeron, the other end of longeron is provided with second pipe coaxial with longeron, the end of the second pipe exceeds longeron end, and longeron is fixed on scaffold by described first pipe and the second pipe.
Further, also including diagonal brace, one end of diagonal brace is connected to the roller end of sway bar, and the other end of diagonal brace extends obliquely and is fixed on building.
This utility model has the advantage that the lower anti-tilt device of this utility model attachment type raise scaffold includes sway bar and longeron, longeron is vertically fixed on scaffold, one end of sway bar is fixed on architectural, the guide rail that the roller of the bar other end of inclining is slidably arranged on longeron vertical direction, this lower anti-tilt device can prevent scaffold from tilting to building side by sway bar and longeron, and, sway bar roller may connect to any position on longeron guide rail, therefore, this sway bar may be disposed at balcony structure, bay window structure, bridging piece structures etc. are without on penetrating shear wall, substantially increase the scope of application of lower anti-tilt device.
Accompanying drawing explanation
Fig. 1 is the scheme of installation of the lower anti-tilt device of this utility model embodiment attachment type raise scaffold；
Fig. 2 be attachment type raise scaffold lower anti-tilt device in the structural representation of longeron.
Label declaration:
1, sway bar；2, longeron；3, diagonal brace；4, building；5, attachment type raise scaffold；11, roller；21, the first pipe；22, the second pipe；23, U-type groove girder steel；24, guide rail.
Detailed description of the invention
By describing technology contents of the present utility model, structural feature in detail, being realized purpose and effect, below in conjunction with embodiment and coordinate accompanying drawing to be explained in detail.
Refer to Fig. 1 and Fig. 2, the lower anti-tilt device of a kind of attachment type raise scaffold of this utility model embodiment, the lower anti-tilt device of this attachment type raise scaffold includes sway bar 1 and longeron 2, one end of described sway bar 1 is provided with roller 11 (this roller is crown wall of the prior art wheel), described longeron 2 is vertically arranged on attachment type raise scaffold 5, described longeron 2 is provided with the guide rail 24 suitable with described roller 11 along longeron bearing of trend, one end that described sway bar 1 is not provided with roller 11 is fixed on building 4, the roller 11 of sway bar 1 is slidably arranged on described guide rail 24.
Wherein, in the present embodiment, the agent structure of described longeron 2 is U-type groove girder steel 23, and described guide rail 24 is the U-type groove on U-type groove girder steel.And in other embodiments, described longeron 2 can also use other the conventional girder steel such as steel I-beam.
In the present embodiment, attachment type raise scaffold 5 arranges the longeron 2 of vertical direction, and it is provided with guide rail on longeron 2, by filling counter for existing sway bar, making the crown wall originally withstanding on external wall take turns on the guide rail being arranged on longeron 2, thus sway bar roller may connect to any position on longeron guide rail, therefore this sway bar may be disposed at balcony structure, bay window structure, bridging piece structures etc. are without, on penetrating shear wall, substantially increasing the scope of application of lower anti-tilt device.
Further, in the present embodiment, the length of described longeron 2 is more than or equal to 3.5 meters, and therefore, this lower long 3.6m of anti-tilt device guide rail can accomplish that below 3.5m floor is general.In order to facilitate longeron 2 to be fixed on scaffold, first pipe 21 orthogonal with longeron it is provided with in one end of longeron 2, the other end of longeron 2 is provided with second pipe 22 coaxial with longeron 2, the end of the second pipe 22 exceeds longeron 2 end, longeron 2 is fixed on scaffold by described first pipe 21 and the second pipe 22, therefore, use cruciform fastening for falsework conventional on scaffold to be connected with the vertical pillar of scaffold by the first pipe 21, and the second pipe 22 is connected with the horizontal strutbeam of scaffold.
In the present embodiment, in order to improve the support strength of lower anti-tilt device, also including diagonal brace 3 in this lower anti-tilt device, one end of diagonal brace 3 is connected to the roller end of sway bar 1, and the other end of diagonal brace 3 extends obliquely and is fixed on building 4 lower floor connection wall-connecting piece.
The foregoing is only embodiment of the present utility model; not thereby the scope of the claims of the present utility model is limited; every equivalent shapes utilizing this utility model description and accompanying drawing content to make or reconfiguration; or directly or indirectly it is used in other relevant technical fields, all in like manner include in scope of patent protection of the present utility model.
Claims (4)
1. the lower anti-tilt device of an attachment type raise scaffold, it is characterized in that, including sway bar and longeron, one end of described sway bar is provided with roller, described longeron is vertically arranged on attachment type raise scaffold, described longeron is provided with the guide rail suitable with described roller along longeron bearing of trend, and described sway bar is not provided with one end of roller and is fixed on building, and the roller of sway bar is slidably arranged on described guide rail.
2. the lower anti-tilt device of attachment type raise scaffold according to claim 1, it is characterised in that the agent structure of described longeron is U-type groove girder steel, described guide rail is the U-type groove on U-type groove girder steel.
3. the lower anti-tilt device of attachment type raise scaffold according to claim 2, it is characterized in that, the length of described longeron is more than or equal to 3.5 meters, first pipe orthogonal with longeron it is provided with in one end of longeron, the other end of longeron is provided with second pipe coaxial with longeron, the end of the second pipe exceeds longeron end, and longeron is fixed on scaffold by described first pipe and the second pipe.
4. the lower anti-tilt device of attachment type raise scaffold according to claim 1, it is characterised in that also include diagonal brace, one end of diagonal brace is connected to the roller end of sway bar, and the other end of diagonal brace extends obliquely and is fixed on building.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620133777.XU CN205387814U (en) | 2016-02-23 | 2016-02-23 | Inserted lift scaffold's lower anti -toppling device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620133777.XU CN205387814U (en) | 2016-02-23 | 2016-02-23 | Inserted lift scaffold's lower anti -toppling device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205387814U true CN205387814U (en) | 2016-07-20 |
Family
ID=56376385
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620133777.XU Expired - Fee Related CN205387814U (en) | 2016-02-23 | 2016-02-23 | Inserted lift scaffold's lower anti -toppling device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205387814U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107143127A (en) * | 2017-05-31 | 2017-09-08 | 广西互恒建筑材料有限公司 | Support body tension member structure |
-
2016
- 2016-02-23 CN CN201620133777.XU patent/CN205387814U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107143127A (en) * | 2017-05-31 | 2017-09-08 | 广西互恒建筑材料有限公司 | Support body tension member structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 350000 Jinlan building 2002, No. 33, Zhaoqiang Road, Mawei District, Fuzhou City, Fujian Province (in the pilot Free Trade Zone) Patentee after: Fujian Jianzhong Construction Technology Co.,Ltd. Address before: 350000 Jinlan building 2002, No. 33, Zhaoqiang Road, Mawei District, Fuzhou City, Fujian Province (in the pilot Free Trade Zone) Patentee before: FUJIAN JIANZHONG CONSTRUCTION TECHNOLOGY CO.,LTD. Address after: 350000 Jinlan building 2002, No. 33, Zhaoqiang Road, Mawei District, Fuzhou City, Fujian Province (in the pilot Free Trade Zone) Patentee after: FUJIAN JIANZHONG CONSTRUCTION TECHNOLOGY CO.,LTD. Address before: 350000 Jinlan building 2002, No. 33, Zhaoqiang Road, Mawei District, Fuzhou City, Fujian Province (in the pilot Free Trade Zone) Patentee before: FUJIAN JIANZHONG CONSTRUCTION TECHNOLOGY CO.,LTD. |
|
| CP01 | Change in the name or title of a patent holder | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20211011 Address after: 350015 business office 09, floor 8, Jinlan building, No. 33, Zhaoqiang Road, Mawei Town, Mawei District, Fuzhou City, Fujian Province (in the pilot Free Trade Zone) Patentee after: Fujian Donghuan Construction Co.,Ltd. Address before: 350000 Jinlan building 2002, No. 33, Zhaoqiang Road, Mawei District, Fuzhou City, Fujian Province (in the pilot Free Trade Zone) Patentee before: Fujian Jianzhong Construction Technology Co.,Ltd. |
|
| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160720 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |