CN202530769U - Large span steel structure high-altitude subsection hoisting support system - Google Patents

Large span steel structure high-altitude subsection hoisting support system Download PDF

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Publication number
CN202530769U
CN202530769U CN2012201655191U CN201220165519U CN202530769U CN 202530769 U CN202530769 U CN 202530769U CN 2012201655191 U CN2012201655191 U CN 2012201655191U CN 201220165519 U CN201220165519 U CN 201220165519U CN 202530769 U CN202530769 U CN 202530769U
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CN
China
Prior art keywords
ground
supporting structure
main supporting
support system
altitude
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Expired - Lifetime
Application number
CN2012201655191U
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Chinese (zh)
Inventor
李永红
生振杰
杜澎泉
冯磊
冯岭
王群
樊云鹏
顾军兵
季素玲
崔新玉
张鹏千
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China Construction Sixth Engineering Bureau Industry Equipment Installation Co Ltd
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China Construction Sixth Engineering Bureau Industry Equipment Installation Co Ltd
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Priority to CN2012201655191U priority Critical patent/CN202530769U/en
Application granted granted Critical
Publication of CN202530769U publication Critical patent/CN202530769U/en
Anticipated expiration legal-status Critical
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Abstract

The utility model discloses a large span steel structure high-altitude subsection hoisting support system which comprises a temporary support frame comprising a subgrade, a main support structure connected to the subgrade, an upper part steel frame connected to the main support structure and a wind embracing rope. The main support frame is a plurality of sections of tower hoisting standard knots which are mutually connected, the wind embracing rope is arranged between the upper part of the main support structure and the ground in a connecting mode, and a lifting jack is arranged on the top of the upper part steel frame. According to the large span steel structure high-altitude subsection hoisting support system, the main support structure is formed by the tower hoisting standard knots, and thus the construction is convenient, the installation time is short and the disassembly is convenient, the construction safety is ensured and the economic benefit is remarkable. The temporary support frame is provided with the subgrade and the wind embracing rope, so that the temporary support frame is more safe and reliable.

Description

The high-altitude segmented lifting support system of large-span steel
Technical field
The utility model relates to a kind of lifting support system, particularly relates to the high-altitude segmented lifting support system of a kind of large-span steel.
Background technology
For large-span steel, be divided into job practicess such as high-altitude segmented lifting, integral slipping, installation on ground integral hoisting basically.Take all factors into consideration factors such as construction cost, security risk coefficient and construction environment, at present, adopting maximum is high-altitude segmented assembly unit, and this method requires in upper air installing, member to be supported, and carries out smoothly to guarantee the safety of docking.Adopting at present maximum is that the load-bearing scaffold supports with lattice column and supports, but these two kinds of methods all have its limitation, has all that construction cost is relatively large, length, safety factor do not have relevant drawbacks such as reliable guarantee, complicated operation to construction period.
The utility model content
The utility model provides a kind of large-span steel high-altitude segmented lifting support system for solving the technical problem that exists in the known technology, and this system construction is easy, and construction cost is lower, and construction period is shorter, and helps guaranteeing construction safety.
The technical scheme that the utility model is taked for the technical problem that exists in the solution known technology is: the high-altitude segmented lifting support system of a kind of large-span steel; Comprise interim bracing frame, said interim bracing frame comprises ground, be connected main supporting structure on the said ground, be connected top steelframe and cable rope on the said main supporting structure; Said main supporting structure is interconnective some joint tower crane standard knots; Said cable rope is connected between the top and ground of said main supporting structure; Said upper steel top of the trellis is provided with jack.
Said ground comprises compacting plain soil layer on the ground, is furnished with the levelling springboard on the said plain soil layer, and said levelling springboard is provided with the steel platform, is releasable connection between said steel platform and the said main supporting structure, and said steel platform and said plain soil layer are anchored.
Said steel platform is the cancelled structure that is formed by i iron.
Be connected with 8 said cable ropes that are uniformly distributed with on the said main supporting structure, the angle on said cable rope and ground is 60 °.
Advantage and the good effect that the utlity model has are: main supporting structure adopts the tower crane standard knot to form, easy construction, and the set-up time is short, disassembles conveniently, helps guaranteeing construction safety, remarkable in economical benefits.Interim bracing frame is provided with ground and cable rope, makes it more safe and reliable.
Description of drawings
Fig. 1 is for using the elevation of the utility model;
Fig. 2 is the structural representation of the interim bracing frame of the utility model;
Fig. 3 is the structural representation of the interim bracing frame ground of the utility model.
Among the figure: 1, jack, 2, the top steelframe, 3, main supporting structure, 4, cable rope, 5, ground, 51, the steel platform, 52, the levelling springboard, 53, plain soil layer.
The specific embodiment
For further understanding summary of the invention, characteristics and the effect of the utility model, the following examples of giving an example now, and conjunction with figs. specifies as follows:
See also Fig. 1~Fig. 3, the high-altitude segmented lifting support system of a kind of large-span steel comprises interim bracing frame, and interim bracing frame comprises ground 5, be connected main supporting structure 3 on the ground 5, be connected top steelframe 2 and cable rope 4 on the main supporting structure 3; Main supporting structure 3 is interconnective some joint tower crane standard knots; Cable rope 4 is connected between the top and ground of main supporting structure 3; Steelframe 2 tops in top are provided with jack 1.In the present embodiment, the bottom of top steelframe 2 adopts high-strength bolt to be connected with main supporting structure 3.
Ground 5 comprises compacting plain soil layer 53 on the ground, is furnished with levelling springboard 52 on the plain soil layer 53, and levelling springboard 52 is provided with steel platform 51, is releasable connection between steel platform 51 and the main supporting structure 3, and steel platform 51 is anchored with plain soil layer 53.In the present embodiment, above-mentioned main supporting structure 3 and steel platform 51 are connected through bolt.Steel platform 51 is the cancelled structure that is formed by i iron.Be connected with 8 cable ropes that are uniformly distributed with 4 on the main supporting structure 3, cable rope 4 is 60 ° with the angle on ground
The job practices of the utility model:
1), and accomplishes their foundation construction according to the actual layout of carrying out interim bracing frame in scene;
2) 5 joint standard knots are carried out ground assembling, lifting is to corresponding ground and accomplish it and being connected of ground steel platform then;
3) the number joint standard knot lifting after will assembling once more is to first segment standard joint that has been fixed on the ground, and accomplishes the connection between them;
4) repeat 3), can accomplish the construction of main supporting structure until difference final section standard knot;
5) on ground the final section standard knot is linked to each other with the top steelframe, connect the back lifting that finishes and extremely accomplish on the standard knot of installation, and accomplish the connection between them;
6) around main supporting structure, draw 8 road cable ropes, and carry out verticality with transit and regulate, pull firmly;
7) confirm the jack placement location, axis draws the top that reference line is demarcated the steelframe in top with total powerstation from ground;
8) at last jack is placed on the reference point of reserving in advance, the support system install adjustment finishes.
Although combine accompanying drawing that the preferred embodiment of the utility model is described above; But the utility model is not limited to the above-mentioned specific embodiment, and the above-mentioned specific embodiment only is schematically, is not restrictive; Those of ordinary skill in the art is under the enlightenment of the utility model; Not breaking away under the scope situation that the utility model aim and claim protect, can also make a lot of forms, these all belong within the protection domain of the utility model.

Claims (4)

1. high-altitude segmented lifting support system of large-span steel; It is characterized in that; Comprise interim bracing frame, said interim bracing frame comprises ground, be connected main supporting structure on the said ground, be connected top steelframe and cable rope on the said main supporting structure; Said main supporting structure is interconnective some joint tower crane standard knots; Said cable rope is connected between the top and ground of said main supporting structure; Said upper steel top of the trellis is provided with jack.
2. the high-altitude segmented lifting support system of large-span steel according to claim 1; It is characterized in that; Said ground comprises compacting plain soil layer on the ground, is furnished with the levelling springboard on the said plain soil layer, and said levelling springboard is provided with the steel platform; Be releasable connection between said steel platform and the said main supporting structure, said steel platform and said plain soil layer are anchored.
3. the high-altitude segmented lifting support system of large-span steel according to claim 2 is characterized in that said steel platform is the cancelled structure that is formed by i iron.
4. the high-altitude segmented lifting support system of large-span steel according to claim 1 is characterized in that, is connected with 8 said cable ropes that are uniformly distributed with on the said main supporting structure, and the angle on said cable rope and ground is 60 °.
CN2012201655191U 2012-04-18 2012-04-18 Large span steel structure high-altitude subsection hoisting support system Expired - Lifetime CN202530769U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2012201655191U CN202530769U (en) 2012-04-18 2012-04-18 Large span steel structure high-altitude subsection hoisting support system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2012201655191U CN202530769U (en) 2012-04-18 2012-04-18 Large span steel structure high-altitude subsection hoisting support system

Publications (1)

Publication Number Publication Date
CN202530769U true CN202530769U (en) 2012-11-14

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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103061506A (en) * 2012-12-28 2013-04-24 中国华冶科工集团有限公司 Construction method of steel structure dome
CN103669887A (en) * 2013-12-20 2014-03-26 上海市机械施工集团有限公司 Temporary supporting frame for annular steel structure installation
CN104555758A (en) * 2014-11-24 2015-04-29 中国科学院国家天文台南京天文光学技术研究所 Polar region derrick tower suitable for Antarctic inland areas
CN104675143A (en) * 2014-12-31 2015-06-03 上海市机械施工集团有限公司 Heavy lattice type support system and using method thereof
CN105332515A (en) * 2015-10-29 2016-02-17 中冶建工集团有限公司 Erection method of large-span truss structure in limited space
CN105569357A (en) * 2015-12-15 2016-05-11 安徽伟宏钢结构集团股份有限公司 Hoisting method of large steel member
CN105839919A (en) * 2016-03-29 2016-08-10 中国建筑第二工程局有限公司 Large span ultrahigh section steel framework segmented hoisting construction method

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103061506A (en) * 2012-12-28 2013-04-24 中国华冶科工集团有限公司 Construction method of steel structure dome
CN103061506B (en) * 2012-12-28 2015-02-18 中国华冶科工集团有限公司 Construction method of steel structure dome
CN103669887A (en) * 2013-12-20 2014-03-26 上海市机械施工集团有限公司 Temporary supporting frame for annular steel structure installation
CN104555758A (en) * 2014-11-24 2015-04-29 中国科学院国家天文台南京天文光学技术研究所 Polar region derrick tower suitable for Antarctic inland areas
CN104675143A (en) * 2014-12-31 2015-06-03 上海市机械施工集团有限公司 Heavy lattice type support system and using method thereof
CN105332515A (en) * 2015-10-29 2016-02-17 中冶建工集团有限公司 Erection method of large-span truss structure in limited space
CN105569357A (en) * 2015-12-15 2016-05-11 安徽伟宏钢结构集团股份有限公司 Hoisting method of large steel member
CN105839919A (en) * 2016-03-29 2016-08-10 中国建筑第二工程局有限公司 Large span ultrahigh section steel framework segmented hoisting construction method
CN105839919B (en) * 2016-03-29 2018-01-12 中国建筑第二工程局有限公司 A kind of merogenesis lifting construction engineering method of large span superelevation structural steel frame

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Granted publication date: 20121114

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