CN103470057B - A kind of high-altitude component hoisting construction method - Google Patents

A kind of high-altitude component hoisting construction method Download PDF

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Publication number
CN103470057B
CN103470057B CN201310370998.XA CN201310370998A CN103470057B CN 103470057 B CN103470057 B CN 103470057B CN 201310370998 A CN201310370998 A CN 201310370998A CN 103470057 B CN103470057 B CN 103470057B
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China
Prior art keywords
component
gan
lifted
hoisting
lifting
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CN201310370998.XA
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CN103470057A (en
Inventor
李丰纯
陆伟
胡学武
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Anhui Honglu Steel Structure Group Co Ltd
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Anhui Honglu Steel Structure Group Co Ltd
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Priority to CN201310370998.XA priority Critical patent/CN103470057B/en
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Abstract

The invention discloses a kind of high-altitude component hoisting construction method, include following steps: a, adopt the triangle steelframe with lifting cross beam to be fixed with the steelframe of movable tray to be connected, lifting cross beam is provided with bottle gouard moved by hands, manually cucurbit cable wire fixes component to be lifted, by movement and bottle gouard moved by hands erection & lift, the component in place of triangle steelframe, forming lifting appliance is that Ba Gan hangs; The present invention is simple and practical, neither needs to retain former vertical transport equipment, improves again the safety of constructor's operation, reduces labor strength to a certain extent, effectively raise the efficiency of lifting component, and improve the lifting appliance number of turnover.

Description

A kind of high-altitude component hoisting construction method
Technical field
The present invention relates to a kind of novel high-altitude component hoisting construction method, be more particularly one be applied in high building project cannot utilize vertical equipment carry out lifting component install time, the a kind of of employing advises in feasible lifting component engineering, facilitates component to lift by crane the construction method with installation in place.
Background technology
Along with the development highrise building of Modern Construction Technology gets more and more, high-altitude lifting component working design gets more and more, Construction of Steel Structure superiority is also more and more important, because constructing, the working vertical transport equipment of general original structure such as tower crane is removed, how install in the air at height makes the constructing operation of steel beam column safer, convenient, and efficiency is higher, becomes an important content of lighting roof construction.
Existing construction technology: the vertical transport equipment in needing to utilize original structure to construct is as tower crane, if removed construction in later period generally cannot carry out, because lighting roof construction works is not generally too large, if for ensureing that former vertical transport equipment reservation will be increased a large amount of construction cost by the construction of lighting roof steel structure.
Summary of the invention
The present invention is the weak point for avoiding existing for above-mentioned prior art, a kind of novel high-altitude component hoisting construction method is provided, so that the lifting component operation in the situation of high-altitude, improve processing safety, reduce labour intensity, effective operating efficiency improving lifting, and lifting appliance all reusable edibles.
Technical solution problem of the present invention adopts following technical scheme:
A kind of high-altitude component hoisting construction method, includes following steps:
A, adopt the triangle steelframe with lifting cross beam to be fixed with the steelframe of movable tray to be connected, lifting cross beam is provided with bottle gouard moved by hands, manually cucurbit cable wire fixes component to be lifted, by movement and bottle gouard moved by hands erection & lift, the component in place of triangle steelframe, forming lifting appliance is that Ba Gan hangs;
B, Ba Gan hung to move to and wants hoisting component one end, then according to the weight of component to be lifted, the adjustment of row counterweight is lifted up into Ba Gan and formed and stablize lifting system;
When c, hoisting component, component two ends to be lifted to be individually fixed on bottle gouard moved by hands cable wire that two different Ba Gan hang and to keep suspension centre to be in sustained height, being hung by manpower movement Ba Gan and hoisting component is transported to infield;
After d, component handling to appointed place, first hoisting component and installation component are carried out docking rear welding or bolt is connected, the temporary fixed point of component to be lifted stressed can meet component self stressed time off the hook.
Described movable tray is with roller.
Compared with prior art, beneficial effect of the present invention is as follows:
1, make by oneself lifting appliance, can use be had enough to meet the need, and be convenient to hoisting component lifting and in place;
2, the constructing operation mode of lifting appliance, cannot be able to utilize former vertical transport equipment or existing lifting appliance to use in the air at height, makes simple and easy, with low cost and makes its scope of lifting by crane become large to meet construction needs by installing movable wheel.
The present invention is simple and practical, neither needs to retain former vertical transport equipment, improves again the safety of constructor's operation, reduces labor strength to a certain extent, effectively raise the efficiency of lifting component, and improve the lifting appliance number of turnover.
Accompanying drawing explanation
Fig. 1 is that Ba Gan hangs scheme of installation.
Detailed description of the invention
A kind of high-altitude component hoisting construction method, includes following steps:
A, adopt the triangle steelframe 1 with lifting cross beam to be fixed with the steelframe of movable tray 2 to be connected, movable tray 2 is with roller, lifting cross beam 3 is provided with bottle gouard moved by hands 4, manually cucurbit 4 cable wire fixes component 5 to be lifted, by movement and bottle gouard moved by hands 4 erection & lift, the component in place of triangle steelframe 1, forming lifting appliance is that Ba Gan hangs;
B, Ba Gan hung to move to and wants hoisting component one end, then according to the weight of component to be lifted, the adjustment of row counterweight is lifted up into Ba Gan and formed and stablize lifting system;
When c, hoisting component, component two ends to be lifted to be individually fixed on bottle gouard moved by hands cable wire that two different Ba Gan hang and to keep suspension centre to be in sustained height, being hung by manpower movement Ba Gan and hoisting component is transported to infield;
After d, component handling to appointed place, first hoisting component and installation component are carried out docking rear welding or bolt is connected, the temporary fixed point of component to be lifted stressed can meet component self stressed time off the hook.

Claims (2)

1. a high-altitude component hoisting construction method, is characterized in that, include following steps:
A, adopt the triangle steelframe with lifting cross beam to be fixed with the steelframe of movable tray to be connected, lifting cross beam is provided with bottle gouard moved by hands, manually cucurbit cable wire fixes component to be lifted, by movement and bottle gouard moved by hands erection & lift, the component in place of triangle steelframe, forming lifting appliance is that Ba Gan hangs;
B, Ba Gan hung to move to and wants hoisting component one end, then according to the weight of component to be lifted, the adjustment of row counterweight is lifted up into Ba Gan and formed and stablize lifting system;
When c, hoisting component, component two ends to be lifted to be individually fixed on bottle gouard moved by hands cable wire that two different Ba Gan hang and to keep suspension centre to be in sustained height, being hung by manpower movement Ba Gan and hoisting component is transported to infield;
After d, component handling to appointed place, first hoisting component and installation component are carried out docking rear welding or bolt is connected, the temporary fixed point of component to be lifted stressed can meet component self stressed time off the hook.
2. a kind of high-altitude according to claim 1 component hoisting construction method, is characterized in that: described movable tray is with roller.
CN201310370998.XA 2013-08-22 2013-08-22 A kind of high-altitude component hoisting construction method Active CN103470057B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201310370998.XA CN103470057B (en) 2013-08-22 2013-08-22 A kind of high-altitude component hoisting construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201310370998.XA CN103470057B (en) 2013-08-22 2013-08-22 A kind of high-altitude component hoisting construction method

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CN103470057A CN103470057A (en) 2013-12-25
CN103470057B true CN103470057B (en) 2016-03-23

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Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110790118A (en) * 2018-08-03 2020-02-14 淮安市淮宁钢结构有限公司 High-altitude component hoisting construction method
CN113072008B (en) * 2021-04-21 2022-06-03 涡阳县新源泡沫夹心板有限公司 Hoisting device for steel structure installation
CN117513764B (en) * 2024-01-08 2024-04-12 北京建工集团有限责任公司 Sliding method with installation position lower than sliding rail

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201506692U (en) * 2009-08-10 2010-06-16 中建三局建设工程股份有限公司 Roofing steel structure simple lifting device and installation structure thereof
CN102383613A (en) * 2011-11-11 2012-03-21 天津电力工程监理有限公司 Hoisting construction method for steel roof truss of main power house of power plant and special hoisting device
CN202194393U (en) * 2011-07-16 2012-04-18 安徽鸿路钢结构(集团)股份有限公司 Steel frame riding track triangle type hoisting structure

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3607651B2 (en) * 2001-09-07 2005-01-05 綜建産業株式会社 Column steel frame construction equipment

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201506692U (en) * 2009-08-10 2010-06-16 中建三局建设工程股份有限公司 Roofing steel structure simple lifting device and installation structure thereof
CN202194393U (en) * 2011-07-16 2012-04-18 安徽鸿路钢结构(集团)股份有限公司 Steel frame riding track triangle type hoisting structure
CN102383613A (en) * 2011-11-11 2012-03-21 天津电力工程监理有限公司 Hoisting construction method for steel roof truss of main power house of power plant and special hoisting device

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