CN106829739A - A kind of method that utilization suspension bridge dismantles tower crane attached wall pull bar - Google Patents
A kind of method that utilization suspension bridge dismantles tower crane attached wall pull bar Download PDFInfo
- Publication number
- CN106829739A CN106829739A CN201710117905.0A CN201710117905A CN106829739A CN 106829739 A CN106829739 A CN 106829739A CN 201710117905 A CN201710117905 A CN 201710117905A CN 106829739 A CN106829739 A CN 106829739A
- Authority
- CN
- China
- Prior art keywords
- suspension bridge
- platform
- tower crane
- attached wall
- pull bar
- 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.)
- Granted
Links
- 239000000725 suspension Substances 0.000 title claims abstract description 45
- 238000000034 method Methods 0.000 title claims abstract description 20
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 8
- 239000010959 steel Substances 0.000 claims abstract description 8
- 238000010276 construction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000005272 metallurgy Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 230000005619 thermoelectricity Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C13/00—Other constructional features or details
- B66C13/04—Auxiliary devices for controlling movements of suspended loads, or preventing cable slack
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
- E04G3/30—Mobile scaffolds; Scaffolds with mobile platforms suspended by flexible supporting elements, e.g. cables
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
Method the present invention relates to a kind of utilization suspension bridge dismounting tower crane attached wall pull bar comprises the following steps：A, first making suspension bridge platform, by suspension bridge stage+module to tower crane jacking stock bottom；B, suspension bridge platform is transferred to attached wall frame bottom, one end is connected using 2 M24 high-strength bolts and standard section main string；C, suspension bridge one end is sling, by suspension bridge platform and standard knot into an angle of 90 degrees, locking steel wire rope；D, the platform that will be folded launch, and termination steel wire rope are fixed to the side of stock；E, peace are torn personnel station open and tower crane attached wall pull bar are dismantled on suspension bridge platform；After F, dismounting attached wall, folding platform is packed up, suspension bridge platform is hung and tower body parastate, unclamp suspension bridge platform and tower crane standard knot connecting bolt；Suspension bridge platform declines and lands with tower crane stock.The inventive method is simple, easy to use, is not take up space, security performance advantage high.
Description
Technical field
The present invention relates to a kind of method that utilization suspension bridge dismantles tower crane attached wall pull bar.
Background technology
Tower crane is widely used in the large-scale construction work of the industries such as water conservancy and hydropower, metallurgy, oil, chemical industry, thermoelectricity, highway, bridge
The construction of journey.The operation of tower crane, peace tear open to repair all needs work high above the ground, is high risk industries, and tower crane component weight is heavier, ordinary people
Work cannot be moved, particularly column foot attached wall pull bar remove when, workman does not have foothold, there is certain potential safety hazard, it is necessary to
Extra operation platform auxiliary of building is completed, very time-consuming laborious.
The content of the invention
In order to overcome the shortcomings of existing process technology, there is provided a kind of method is simple, easy to use, is not take up space, safety
The method that performance utilization suspension bridge high dismantles tower crane attached wall pull bar.
The purpose of the present invention is achieved through the following technical solutions：A kind of method that utilization suspension bridge dismantles tower crane attached wall pull bar, bag
Include following steps：
A, first making suspension bridge platform, by suspension bridge stage+module to tower crane jacking stock bottom；
B, suspension bridge platform is transferred to attached wall frame bottom, one end is connected using 2 M24 high-strength bolts and standard section main string；
C, suspension bridge one end is sling, by suspension bridge platform and standard knot into an angle of 90 degrees, locking steel wire rope；
D, the platform that will be folded launch, and termination steel wire rope are fixed to the side of stock；
E, peace are torn personnel station open and tower crane attached wall pull bar are dismantled on suspension bridge platform；
After F, dismounting attached wall, folding platform is packed up, suspension bridge platform is hung and tower body parastate, unclamp suspension bridge platform and tower crane
Standard knot connecting bolt；Suspension bridge platform declines and lands with tower crane stock.
The present invention has the characteristics that compared with prior art：
Method is simple, easy to use, is not take up space, and security performance is high.
Specific embodiment：
In order to deepen the understanding of the present invention, below in conjunction with embodiment and accompanying drawing, the invention will be further described, the implementation
Example is only used for explaining the present invention, is not intended to limit the scope of the present invention..
A kind of specific embodiment of the method for utilization suspension bridge dismounting tower crane attached wall pull bar of the present invention：Comprise the following steps：
A, first making suspension bridge platform, by suspension bridge stage+module to tower crane jacking stock bottom；
B, suspension bridge platform is transferred to attached wall frame bottom, one end is connected using 2 M24 high-strength bolts and standard section main string；
C, suspension bridge one end is sling, by suspension bridge platform and standard knot into an angle of 90 degrees, locking steel wire rope；
D, the platform that will be folded launch, and termination steel wire rope are fixed to the side of stock；
E, peace are torn personnel station open and tower crane attached wall pull bar are dismantled on suspension bridge platform；
After F, dismounting attached wall, folding platform is packed up, suspension bridge platform is hung and tower body parastate, unclamp suspension bridge platform and tower crane
Standard knot connecting bolt；Suspension bridge platform declines and lands with tower crane stock.
The inventive method is simple, easy to use, is not take up space, and security performance is high.
The another statement of applicant, the present invention illustrates implementation method of the invention and apparatus structure, but this by above-described embodiment
Invention is not limited to above-mentioned implementation method, that is, do not mean that the present invention has to rely on the above method and structure and could implement.Institute
Category those skilled in the art are it will be clearly understood that any improvement in the present invention, equivalent to implementation method selected by the present invention to replace
Change and step addition, the selection of concrete mode etc., all fall within protection scope of the present invention and scope of disclosure.
The present invention is not limited to above-mentioned implementation method, it is all using and similar structure of the invention and its method realize the object of the invention
All modes, within protection scope of the present invention.
Claims (2)
1. a kind of method that utilization suspension bridge dismantles tower crane attached wall pull bar, it is characterised in that：Comprise the following steps：
A, first making suspension bridge platform, by suspension bridge stage+module to tower crane jacking stock bottom；
B, suspension bridge platform is transferred to attached wall frame bottom, one end is connected using 2 M24 high-strength bolts and standard section main string；
C, suspension bridge one end is sling, by suspension bridge platform and standard knot into an angle of 90 degrees, locking steel wire rope；
D, the platform that will be folded launch, and termination steel wire rope are fixed to the side of stock；
E, peace are torn personnel station open and tower crane attached wall pull bar are dismantled on suspension bridge platform；
After F, dismounting attached wall, folding platform is packed up, suspension bridge platform is hung and tower body parastate, unclamp suspension bridge platform and tower crane
Standard knot connecting bolt.
2. the method that a kind of utilization suspension bridge according to claim 1 dismantles tower crane attached wall pull bar, it is characterised in that：Suspension bridge is put down
Platform declines and lands with tower crane stock.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710117905.0A CN106829739B (en) | 2017-03-01 | 2017-03-01 | A kind of method that tower crane attached wall pull bar is dismantled using suspension bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710117905.0A CN106829739B (en) | 2017-03-01 | 2017-03-01 | A kind of method that tower crane attached wall pull bar is dismantled using suspension bridge |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106829739A true CN106829739A (en) | 2017-06-13 |
| CN106829739B CN106829739B (en) | 2017-12-29 |
Family
ID=59138382
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710117905.0A Active CN106829739B (en) | 2017-03-01 | 2017-03-01 | A kind of method that tower crane attached wall pull bar is dismantled using suspension bridge |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106829739B (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA2772675A1 (en) * | 2009-09-15 | 2011-03-24 | Andresen Towers A/S | Tubular building structure with hingedly connected platform segment |
| CN102583163A (en) * | 2012-03-20 | 2012-07-18 | 西安市第四建筑工程公司 | Steel wire rope symmetrically disassembling process flow for tower crane attachment device |
| US20130228397A1 (en) * | 2012-03-02 | 2013-09-05 | Tom D. Horn | Wind tower maintenance platforms and techniques |
| CN104234402A (en) * | 2014-07-18 | 2014-12-24 | 武汉天蝎建筑装备有限公司 | Openable/closeable suspension bridge frame |
| CN204081434U (en) * | 2014-07-18 | 2015-01-07 | 武汉天蝎建筑装备有限公司 | A kind of opening and closing type suspension bridge frame |
| CN205114902U (en) * | 2015-11-21 | 2016-03-30 | 广东庞源工程机械有限公司 | Device of demolising that attaches wall pull rod of high void tower formula hoist |
-
2017
- 2017-03-01 CN CN201710117905.0A patent/CN106829739B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA2772675A1 (en) * | 2009-09-15 | 2011-03-24 | Andresen Towers A/S | Tubular building structure with hingedly connected platform segment |
| US20130228397A1 (en) * | 2012-03-02 | 2013-09-05 | Tom D. Horn | Wind tower maintenance platforms and techniques |
| CN102583163A (en) * | 2012-03-20 | 2012-07-18 | 西安市第四建筑工程公司 | Steel wire rope symmetrically disassembling process flow for tower crane attachment device |
| CN104234402A (en) * | 2014-07-18 | 2014-12-24 | 武汉天蝎建筑装备有限公司 | Openable/closeable suspension bridge frame |
| CN204081434U (en) * | 2014-07-18 | 2015-01-07 | 武汉天蝎建筑装备有限公司 | A kind of opening and closing type suspension bridge frame |
| CN205114902U (en) * | 2015-11-21 | 2016-03-30 | 广东庞源工程机械有限公司 | Device of demolising that attaches wall pull rod of high void tower formula hoist |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106829739B (en) | 2017-12-29 |
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