CN102677907A - Method for manually installing steel beam at top of silo - Google Patents

Method for manually installing steel beam at top of silo Download PDF

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Publication number
CN102677907A
CN102677907A CN2012101446561A CN201210144656A CN102677907A CN 102677907 A CN102677907 A CN 102677907A CN 2012101446561 A CN2012101446561 A CN 2012101446561A CN 201210144656 A CN201210144656 A CN 201210144656A CN 102677907 A CN102677907 A CN 102677907A
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CN
China
Prior art keywords
steel
girder steel
door
girder
suspension bracket
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.)
Pending
Application number
CN2012101446561A
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Chinese (zh)
Inventor
梁义
王芝保
刘家宽
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China MCC17 Group Co Ltd
Original Assignee
China MCC17 Group Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China MCC17 Group Co Ltd filed Critical China MCC17 Group Co Ltd
Priority to CN2012101446561A priority Critical patent/CN102677907A/en
Publication of CN102677907A publication Critical patent/CN102677907A/en
Pending legal-status Critical Current

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Abstract

The invention relates to a method for manually installing a steel beam at the top of a silo. The method is characterized in that a silo top steel beam is arranged on a slip form device in the beginning of slip form and is lifted to the top of the silo by using the sliding form device, before last concrete is poured into the wall of the silo, two pre-embedded steel slabs are embedded at two sides of a design installation site of the steel beam on the top surface of the silo, and two door-shaped hanging brackets straddle two ends of the steel beam and are firmly welded with the pre-embedded steel slabs arranged at two sides; and two chain hoists are respectively arranged on the two door-shaped hanging brackets arranged at two ends of the steel beam, two end sockets of the steel beam are respectively and firmly connected with the chain hoists arranged on the two door-shaped hanging brackets by using steel wire ropes, the two chain hoists are operated by a constructor to slowly lift the steel beam so that the steel beam is separated from a steel beam bracket arranged on the slip form device, then the steel beam bracket is dismantled, and finally the chain hoists are manually and slowly adjusted to place the steel beam in the structure position of the wall of a concrete storage. The method has the advantages that the construction cost is more greatly reduced, good economic benefit is obtained, simultaneously, manual operation is finer in comparison with mechanical operation, and the construction quality and safety are increased.

Description

The method of top, artificial installation tube Kuku girder steel
Technical field
The invention belongs to the realm of building construction, when particularly relating to the wall slding form operation of silos storehouse, adopt the artificial method that storehouse-top steel girder is installed.
Background technology
The silos structure in present industrial construction field, the girder steel form is all adopted in roof girder design in top, storehouse, and conventional construction method utilizes large-scale crane that the girder steel lifting of making is pushed up to the storehouse for after silos storehouse wall has been constructed; Perhaps girder steel is promoted to storehouse top, and then utilizes large-scale crane that girder steel is hung oneself from sliding formwork equipment to be filled to roof construction position, storehouse by sliding formwork equipment.The silos structure is often higher, is example with the raw material silo of cement plant, and its storehouse heights of roofs surpasses 50m, and clear height also reaches more than the 40m between top, storehouse and bottom of the reservior.2 tons the girder steel of after the storehouse wall has been constructed, will weighing again winches to the 50m eminence, needs the crane of lifting capacity more than 150 tons, and cost of use is high, also is difficult for finding this kind equipment in remote districts, needs call in from the other places, delays the duration.Though the activity duration that a kind of method in back can reduce large-scale crane is reduced part crane cost of use, can't fundamentally eliminate the dependence to large-scale crane; Do not reduce how many costs yet; The crane operation amplitude is bigger simultaneously, and lifting personnel and commanding need highly to keep synchronously, and be careless slightly; Cause girder steel and sliding formwork equipment or storehouse wall to collide easily, bring danger to the constructor.
Summary of the invention
The object of the invention will overcome the above problems exactly; The method of top, a kind of artificial installation tube Kuku girder steel is provided, utilize artificial with storehouse-top steel girder by the sliding formwork equipment hoisting to structure position, need not be by large-scale crane; Be completely free of dependence to large-scale crane; Only need simple device can accomplish the installation of girder steel, greatly reduce construction cost, improved benefit by manual work; The amplitude of manually-operated simultaneously is less, is easy to control, and can not cause the collision of girder steel and sliding formwork equipment or storehouse wall, has reduced construction safety risk effectively.
Technical scheme of the present invention is achieved like this: the method for top, a kind of artificial installation tube Kuku girder steel; At the beginning promptly be placed in sliding formwork equipment at sliding formwork storehouse-top steel girder; Utilize sliding formwork equipment that it is promoted to the top, storehouse, be characterized in: along with finishing of storehouse wall construction, before Ku Bi builds last concrete; Each embedding two pre-embedded steel slab of the both sides of the design and installation position of girder steel on its end face; Adopt channel-section steel to make second mate's " door " font suspension bracket at the scene, " door " font ceiling height need be above about girder steel end face 1m, second mate's " door " font suspension bracket ride on the girder steel two ends and with the pre-embedded steel slab firm welding of both sides; On two " door " font suspension brackets on the girder steel two ends, a bottle gouard moved by hands is installed respectively; With wire rope with the two ends of girder steel respectively with two " door " font suspension bracket on bottle gouard moved by hands be connected firmly; Operating two bottle gouards moved by hands by the constructor slowly mentions girder steel; Make that the girder steel carriage is separated on itself and the sliding formwork equipment, remove the girder steel carriage then, artificially slowly regulate bottle gouard moved by hands again girder steel is put to the locations of structures of concrete storehouse wall; Dismountable after having lifted a Pin " door " font suspension bracket removes to install next Pin, until steel roof joist is all installed end.
The present invention has reduced construction cost significantly, has obtained good economic benefit, and manually-operated simultaneously is more meticulousr than machinery, and construction quality, safety all are improved.
Description of drawings
Fig. 1 is the artificial girder steel device floor map of installing.
Fig. 2 is the artificial girder steel device elevational schematic view of installing.
Among the figure: 1---sliding formwork equipment; 2---girder steel; 3---pre-embedded steel slab; 4---door-shaped hanging bracket; 5---bottle gouard moved by hands; 6---concrete storehouse wall; 7---wire rope.
The specific embodiment
Storehouse-top steel girder 2 promptly is placed on the sliding formwork equipment 1 at sliding formwork at the beginning; Utilize sliding formwork equipment 1 that it is promoted to the top, storehouse, when finishing, before storehouse wall 6 is built last concrete along with 6 constructions of storehouse wall; Each embedding two pre-embedded steel slab 3 of the both sides of the design and installation position of girder steel 2 on its end face; Simultaneously field by using 10# channel-section steel is made second mate's " door " font suspension bracket 4, door-shaped hanging bracket 4 highly need above about girder steel 2 end face 1m, door-shaped hanging bracket 4 ride to girder steel 2 and with pre-embedded steel slab 3 firm welding of both sides.For strengthening the stability of door-shaped hanging bracket 4, do the oblique connection of twice with 50 angle steel and support.Girder steel 2 two ends respectively are provided with a door-shaped hanging bracket 4, lay a 5t bottle gouard moved by hands 5 on each door-shaped hanging bracket 4.With wire rope 7 bottle gouard moved by hands 5 on girder steel 2 and the door-shaped hanging bracket 4 is connected firmly; Operating bottle gouard moved by hands 5 by the constructor slowly mentions girder steel 2; Make that the girder steel carriage is separated on itself and the sliding formwork equipment 1; Remove the girder steel carriage then, the locations of structures that bottle gouard moved by hands 5 is put girder steel on the wall 6 to the concrete storehouse is slowly regulated in manual work again.Dismountable door-shaped hanging bracket 4 is installed next Pin after having lifted a Pin, until steel roof joist is all installed end.

Claims (5)

1. the method for top, artificial installation tube Kuku girder steel; Storehouse-top steel girder (2) promptly is placed on the sliding formwork equipment (1) at sliding formwork at the beginning; Utilize sliding formwork equipment (1) that it is promoted to the top, storehouse; It is characterized in that: along with finishing of storehouse wall (6) construction; Before Ku Bi (6) built last concrete, each embedding two pre-embedded steel slab (3) of the both sides of the design and installation position of girder steel on its end face (2) adopted channel-section steel to make second mate's " door " font suspension bracket (4) at the scene; " door " font suspension bracket (4) highly need to surpass about girder steel (2) end face 1m, second mate's " door " font suspension bracket (4) ride on girder steel (2) two ends and with pre-embedded steel slab (3) firm welding of both sides; On two " door " font suspension brackets (4) on girder steel (2) two ends, a bottle gouard moved by hands (5) is installed respectively; With wire rope (7) with the two ends of girder steel (2) respectively with two " door " font suspension bracket (4) on bottle gouard moved by hands (5) be connected firmly; Operating two bottle gouards moved by hands (5) by the constructor slowly mentions girder steel (2); Making itself and sliding formwork equipment (1) go up the girder steel carriage is separated; Remove the girder steel carriage then, the locations of structures that bottle gouard moved by hands (5) is put girder steel on the wall (6) to the concrete storehouse is slowly regulated in manual work again; Dismountable after having lifted a Pin " door " font suspension bracket (4) removes to install next Pin, until steel roof joist is all installed end.
2. the method for top, a kind of artificial installation tube Kuku according to claim 1 girder steel is characterized in that: the channel-section steel of described making " door " font suspension bracket (4) adopts the 10# channel-section steel.
3. the method for top, a kind of artificial installation tube Kuku according to claim 1 and 2 girder steel is characterized in that: go up with angle steel at described " door " font suspension bracket (4) and do the oblique connection support that twice strengthen suspension bracket stability.
4. the method for top, a kind of artificial installation tube Kuku according to claim 3 girder steel, it is characterized in that: said angle steel adopts 50 angle steel.
5. the method for top, a kind of artificial installation tube Kuku according to claim 3 girder steel is characterized in that: said bottle gouard moved by hands (5) adopts 5 tons bottle gouard moved by hands (5).
CN2012101446561A 2012-05-11 2012-05-11 Method for manually installing steel beam at top of silo Pending CN102677907A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2012101446561A CN102677907A (en) 2012-05-11 2012-05-11 Method for manually installing steel beam at top of silo

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2012101446561A CN102677907A (en) 2012-05-11 2012-05-11 Method for manually installing steel beam at top of silo

Publications (1)

Publication Number Publication Date
CN102677907A true CN102677907A (en) 2012-09-19

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CN (1) CN102677907A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103485564A (en) * 2013-10-10 2014-01-01 安徽中亚钢结构工程有限公司 Clinker silo top and bottom ring supporting frame structure and construction method thereof
CN103669882A (en) * 2013-10-31 2014-03-26 中冶天工集团有限公司 Method for conducting component installation with steel wire ropes serving as rails in industrial factory building
CN104863259A (en) * 2015-05-06 2015-08-26 浙江中南建设集团钢结构有限公司 Upside-down construction method for large-span ultra-high signal-layer cylindrical architectural steel structure
CN107337125A (en) * 2017-05-31 2017-11-10 中国化学工程第十三建设有限公司 Flexible synovial membrane platform girder steel handling apparatus and girder steel handling method

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JPH09317183A (en) * 1996-05-28 1997-12-09 Sato Kogyo Co Ltd Construction method of building
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CN101603379A (en) * 2009-06-30 2009-12-16 中国第一冶金建设有限责任公司 The mounting method of storehouse-top steel girder
CN201433589Y (en) * 2009-06-30 2010-03-31 中国第一冶金建设有限责任公司 Silo roof steel beam slip-form lifting device
CN201433588Y (en) * 2009-06-30 2010-03-31 中国第一冶金建设有限责任公司 Silo roof steel beam slip-form falling back device

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Publication number Priority date Publication date Assignee Title
JPH09317183A (en) * 1996-05-28 1997-12-09 Sato Kogyo Co Ltd Construction method of building
CN101435276A (en) * 2008-12-18 2009-05-20 中建二局第三建筑工程有限公司 Cabin top steel beam hydraulic hoisting and positioning apparatus of cylinder cabin structure building and construction method thereof
CN101603379A (en) * 2009-06-30 2009-12-16 中国第一冶金建设有限责任公司 The mounting method of storehouse-top steel girder
CN201433589Y (en) * 2009-06-30 2010-03-31 中国第一冶金建设有限责任公司 Silo roof steel beam slip-form lifting device
CN201433588Y (en) * 2009-06-30 2010-03-31 中国第一冶金建设有限责任公司 Silo roof steel beam slip-form falling back device

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Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103485564A (en) * 2013-10-10 2014-01-01 安徽中亚钢结构工程有限公司 Clinker silo top and bottom ring supporting frame structure and construction method thereof
CN103485564B (en) * 2013-10-10 2015-11-11 安徽中亚钢结构工程有限公司 A kind of clinker warehouse top base ring support frame structure and construction method thereof
CN103669882A (en) * 2013-10-31 2014-03-26 中冶天工集团有限公司 Method for conducting component installation with steel wire ropes serving as rails in industrial factory building
CN103669882B (en) * 2013-10-31 2016-02-03 中冶天工集团有限公司 Utilize wire rope to do in industrial premises method that track carries out Components installation
CN104863259A (en) * 2015-05-06 2015-08-26 浙江中南建设集团钢结构有限公司 Upside-down construction method for large-span ultra-high signal-layer cylindrical architectural steel structure
CN104863259B (en) * 2015-05-06 2017-04-19 浙江中南建设集团钢结构有限公司 Upside-down construction method for large-span ultra-high signal-layer cylindrical architectural steel structure
CN107337125A (en) * 2017-05-31 2017-11-10 中国化学工程第十三建设有限公司 Flexible synovial membrane platform girder steel handling apparatus and girder steel handling method
CN107337125B (en) * 2017-05-31 2019-08-06 中国化学工程第十三建设有限公司 Flexible sliding platform girder steel handling apparatus and girder steel handling method

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Application publication date: 20120919