CN101434366A - Hoisting tool and hoisting method for column component - Google Patents

Hoisting tool and hoisting method for column component Download PDF

Info

Publication number
CN101434366A
CN101434366A CNA2008102338040A CN200810233804A CN101434366A CN 101434366 A CN101434366 A CN 101434366A CN A2008102338040 A CNA2008102338040 A CN A2008102338040A CN 200810233804 A CN200810233804 A CN 200810233804A CN 101434366 A CN101434366 A CN 101434366A
Authority
CN
China
Prior art keywords
column component
lifting
column
rope
component
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
Application number
CNA2008102338040A
Other languages
Chinese (zh)
Other versions
CN101434366B (en
Inventor
张彦一
温泉
纳峰
陈华
倪国林
杨扬
马秉云
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.)
NINGXIA POWER TRANSMISSION & TRANSFORMATION ENGINEERING COMPANY
Original Assignee
NINGXIA ELECTRIC POWER BUILDING AND INSTALLING PROJECT Co
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 NINGXIA ELECTRIC POWER BUILDING AND INSTALLING PROJECT Co filed Critical NINGXIA ELECTRIC POWER BUILDING AND INSTALLING PROJECT Co
Priority to CN 200810233804 priority Critical patent/CN101434366B/en
Publication of CN101434366A publication Critical patent/CN101434366A/en
Application granted granted Critical
Publication of CN101434366B publication Critical patent/CN101434366B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Abstract

The invention relates to a lifting construction method of a large component, in particular to a lifting rig and a lifting method of a large upright column component, wherein, the lifting rig is provided with fixed pulleys respectively installed at the two ends of a lifting crossbeam, two ropes respectively roll around the fixed pulleys, and two ends of each rope are respectively provided with a pulley; the method is as follows: a main hook is connected with the lifting rig of the upright column component, and connected with the upright column component through the two fixed pulleys and four ropes rolling around the four pulleys and used for lifting on the lifting rig of the upright column component, an assisted hook is connected with an assisted suspension cable fixed at the bottom of the upright column component, and during the synchronous lifting course of the main hook and the assisted hook, the upright column component automatically turns over to be vertical to the ground from a horizontal position. The technical proposal is particularly suitable for the lifting of the large component and has the characteristics of fast construction speed and less safety risk.

Description

The hoisting machine tool of column component and hanging method
Technical field
The present invention relates to the hoisting machine tool and the hanging method of a kind of construction method for hanging of large-scale component, particularly large-scale column component.
Background technology
Distribution equipment outside industrial premises of being made up of large-sized structural parts or the room in the substation project, its member are after the assembling of ground, carry out integral hoisting, in hoisting process, the lifting of column need be lifted by crane by level, aloft revolves to turn 90 degrees, after becoming plumbness, link to each other with upright post basic.At present for the lifting of the large-scale column six suspension centre integral lifting that adopt more, only four main suspension centres are set at the column single face, lift by crane by main crane, two secondary suspension centres are sling column by secondary crane is auxiliary, after lifting by crane certain position, the rope of secondary suspension centre to be removed, column is aloft by manually it being overturn, this just causes: 1 column framework can't be in plumbness fully, is unfavorable for the in place installation of column framework in basic rim of a cup; 2, for steel structure member, the column rod member is easy to generate distortion; When 3, manually reversing, both time-consuming, dangerous again.If the employing segmental hoisting, speed of application is slow, needs the workmen to carry out construction and installation in the junction of high-altitude member, and security risk is big.
Summary of the invention
The objective of the invention is to overcome the defective of prior art, provide a kind of in hoisting process, the hoisting machine tool and the hanging method of the column component that can be overturn automatically by lifting components.
For achieving the above object, technical scheme of the present invention is: a kind of column component hoisting machine tool, it is characterized in that being separately installed with fixed pulley at the two ends of lifting crossbeam, and two root ropes are walked around fixed pulley respectively, are separately installed with pulley at the two ends of every rope.
The length of above-mentioned lifting crossbeam is greater than by the width of hoisting upright column member.
Be fixed with the hoist cable that is used to hang suspension hook on the above-mentioned lifting crossbeam.
A kind of hanging method that utilizes column component hoisting machine tool hoisting upright column member, it is characterized in that this method is that main suspension hook is linked to each other with the column component hoisting machine tool, link to each other with column component with rope with four liftings walking around four pulleys by two fixed pulleys on the column component hoisting machine tool, auxiliary suspension hook links to each other with the assisted suspension cable that is fixed on the column component bottom, in main suspension hook and auxiliary suspension hook lifting process simultaneously, column component automatically by with ground-surface level attitude, be turned into and ground-surface upright position.
Above-mentioned four liftings walking around four pulleys are fixed on the column component with 8 fag ends of rope, and be distributed in around the center of gravity of column component, the parallel axes of every lifting and column component basic with the line of the attachment point of 2 fag ends of rope, the face that the line of the attachment point of 4 fag ends of four lifting usefulness rope one ends forms, be positioned at a side of column component center of gravity, and this face is perpendicular to the axis of column component, the face that the line of the attachment point of 4 fag ends of four lifting usefulness rope other ends forms, be positioned at the opposite side of column component center of gravity, and this face is perpendicular to the axis of column component, and the face that the line of the attachment point of 4 fag ends of wherein close column component bottom forms and the distance of column component center of gravity are less than the face of the line formation of the attachment point of 4 fag ends at close column component top and the distance of column component center of gravity.
Because the present invention adopts the two-shipper of main crane, whipline to lift and 8 suspension centre lifting methods, utilize the reasonable installing position of hoisting machine tool and lifting rope, can realize being turned into position perpendicular to the ground aloft automatically by the hoisting upright column member.
The characteristics of hoisting machine tool of the present invention are: utilize the lifting crossbeam, be installed in two fixed pulleys at lifting crossbeam two ends, walk around two ropes of fixed pulley respectively and be installed in four formed assembly pulleys of pulley of two rope ends, walk around the end points of four lifting ropes on four pulleys, be fixed on the column component, the center of gravity of column component is departed from the fixed position, column component is in the lifting process like this, because the skew of center of gravity, column component will rotate automatically, four lifting ropes will move up and down along four pulleys when rotated, thereby realize column component upset automatically in the lifting crossbeam.
Technical scheme of the present invention is specially adapted to the lifting of large-scale component, and it is fast to have a speed of application, the characteristics that security risk is little.
Figure of description
Accompanying drawing 1 be hoisting machine tool of the present invention with by the connection diagram of hoisting upright column member;
Accompanying drawing 2 is the connection diagram when being rotated to the upright position by the hoisting upright column member of the present invention.
The specific embodiment
As shown in Figure 1, be separately installed with 3, two ropes 4 of fixed pulley at the two ends of lifting crossbeam 2 and walk around fixed pulley respectively, be separately installed with pulley 5 at the two ends of every rope.In order to guarantee column component 7 in hoisting process, can be turned into position perpendicular to the ground smoothly, the length of lifting crossbeam 2 is greater than by the width of hoisting upright column member.
The main suspension hook of main crane 1 be fixed on the hoist cable that lifting being used on the crossbeam 2 hang suspension hook and link to each other, the auxiliary lifting rope 8 that is installed in bottom the column component links to each other with the suspension hook of whipline.4 liftings are walked around after 4 pulleys respectively with rope 6, its 8 fag ends are separately fixed on the column component 7, and be distributed in around the center of gravity of column component, wherein first lifting is with the attachment point b of 2 fag ends of rope, f is fixed on the top on column component right side, second lifting attachment point a of 2 fag ends of rope, e is fixed on the bottom on column component right side, the 3rd lifting attachment point c of 2 fag ends of rope, g is fixed on the top in column component left side, the 4th lifting attachment point d of 2 fag ends of rope, h is fixed on the bottom in column component left side, near 4 attachment point e of column component bottom, f, g, the line of h formed perpendicular to the column component axis the plane and the distance of column component center of gravity less than 4 attachment point a near the column component top, b, c, the line of d is formed perpendicular to the plane of column component axis and the distance of column component center of gravity.
When lifting, main crane and whipline lift by crane simultaneously, after column component breaks away from ground, main crane continues to rise, whipline stops to rise or to transferring, keep column component bottom and ground certain distance, the joint face that prevents the bottom is destroyed, at this moment owing to the center of gravity of 4 liftings with the misalignment column component of 8 attachment points of rope, just the center of gravity of column component is with respect to the bottom of the close column component of 8 attachment points, like this in the process of main crane lifting, column makes up that will to form the bottom automatically low, the upset trend that the top is high, and at this moment four pulleys are with the rotation of column component, its upper-lower position is also changing, and 4 liftings walking around four pulleys also move up and down along pulley with rope.As shown in Figure 2, when member was turned into position perpendicular to the ground, column made up and just is in lifting crossbeam 2 and fixed pulley 3 formed " door " the shape frame.At this moment, remove the suspension hook of whipline, make column component bottom slowly fall desired location on the basis after, fixing getting final product.

Claims (5)

1, a kind of column component hoisting machine tool is characterized in that being separately installed with fixed pulley (3) at the two ends of lifting crossbeam (2), and two ropes (4) are walked around fixed pulley (3) respectively, are separately installed with pulley (5) at the two ends of every rope (4).
2, column component hoisting machine tool according to claim 1, the length that it is characterized in that above-mentioned lifting crossbeam (2) is greater than by the width of hoisting upright column member.
3, column component hoisting machine tool according to claim 2 is characterized in that being fixed with the hoist cable that is used to hang suspension hook on the above-mentioned lifting crossbeam (2).
4, a kind of hanging method that utilizes column component hoisting machine tool hoisting upright column member, it is characterized in that this method is that main suspension hook is linked to each other with the column component hoisting machine tool, link to each other with column component (7) with rope (6) with four liftings walking around four pulleys (5) by two fixed pulleys (3) on the column component hoisting machine tool, auxiliary suspension hook links to each other with the assisted suspension cable (8) that is fixed on column component (7) bottom, in main suspension hook and auxiliary suspension hook lifting process simultaneously, column component automatically by with ground-surface level attitude, be turned into and ground-surface upright position.
5, the hanging method that utilizes column component hoisting machine tool hoisting upright column member according to claim 4, it is characterized in that above-mentioned four liftings walking around four pulleys (5) are separately fixed on the column component (7) with 8 fag ends of rope (6), and be distributed in around the center of gravity of column component, the parallel axes of every lifting and column component basic with the line of the attachment point of 2 fag ends of rope (6), the face that the line of the attachment point of 4 fag ends of four lifting usefulness rope (6) one ends forms, be positioned at a side of column component center of gravity, and this face is perpendicular to the axis of column component, the face that the line of the attachment point of 4 fag ends of four lifting usefulness rope (6) other ends forms, be positioned at the opposite side of column component center of gravity, and this face is perpendicular to the axis of column component, and the face that the line of the attachment point of 4 fag ends of wherein close column component (7) bottom forms and the distance of column component center of gravity are less than the face of the line formation of the attachment point of 4 fag ends at close column component (7) top and the distance of column component center of gravity.
CN 200810233804 2008-12-12 2008-12-12 Hoisting tool and hoisting method for column component Expired - Fee Related CN101434366B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 200810233804 CN101434366B (en) 2008-12-12 2008-12-12 Hoisting tool and hoisting method for column component

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 200810233804 CN101434366B (en) 2008-12-12 2008-12-12 Hoisting tool and hoisting method for column component

Publications (2)

Publication Number Publication Date
CN101434366A true CN101434366A (en) 2009-05-20
CN101434366B CN101434366B (en) 2013-06-19

Family

ID=40709028

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 200810233804 Expired - Fee Related CN101434366B (en) 2008-12-12 2008-12-12 Hoisting tool and hoisting method for column component

Country Status (1)

Country Link
CN (1) CN101434366B (en)

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101830393A (en) * 2010-05-21 2010-09-15 中国石化集团第五建设公司 Hoisting method of thin-wall long and thin large-size equipment
CN102897672A (en) * 2012-10-10 2013-01-30 江苏省镇江船厂(集团)有限公司 Full-rotation tugboat vertical lifting device and entire boat lifting launching method
CN103738861A (en) * 2013-12-19 2014-04-23 国家电网公司 Integral hoisting method for A type column of steel pipe of ultra-high voltage transformer station
CN104627830A (en) * 2014-12-26 2015-05-20 大连中远船务工程有限公司 Hoisting method for large-scale flare tower of floating production, storage and unloading device ship
CN104963521A (en) * 2015-07-28 2015-10-07 中铁大桥局集团有限公司 System and construction method used for integral hoisting and rotation of steel tower
CN105016191A (en) * 2015-07-23 2015-11-04 上海市安装工程集团有限公司 Lifting sling and method for large equipment
CN107473076A (en) * 2017-09-27 2017-12-15 云南建投第二安装工程公司 Mast frame is carried in a kind of door shape large-scale component sliding
CN108137290A (en) * 2015-10-01 2018-06-08 维斯塔斯风力系统有限公司 For promoting the lifting device of wind turbine component
CN108516454A (en) * 2018-04-20 2018-09-11 上海市机械施工集团有限公司 A kind of hanging apparatus of prefabricated components
CN109607371A (en) * 2019-01-21 2019-04-12 上海振华重工(集团)股份有限公司 A kind of large-scale component is across the asymmetric hanging method of center of gravity
CN110359756A (en) * 2019-07-23 2019-10-22 中国电建集团山东电力建设有限公司 750kV booster stations framework installation method
CN112456303A (en) * 2020-12-14 2021-03-09 中国二十冶集团有限公司 Large prefabricated cylinder hoisting method
CN113860137A (en) * 2021-08-23 2021-12-31 西北水利水电工程有限责任公司 Deformation-preventing sliding hoisting method and device for transformer substation steel framework

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1868855A (en) * 2006-06-13 2006-11-29 中铁宝桥股份有限公司 Air turnover system of large bridge steel structural unit and air turnover method
CN200958001Y (en) * 2006-09-30 2007-10-10 湛江港集团有限公司第一分公司 Adjusting special rail crane
JP2008013293A (en) * 2006-07-04 2008-01-24 Ishikawajima Transport Machinery Co Ltd Lifting sling for ship, and method for automatically aligning ship
CN101172560A (en) * 2006-11-02 2008-05-07 交通部水运科学研究院 Container sling hydraulic pressure turning and tilting device
JP2008528406A (en) * 2005-02-02 2008-07-31 エヌエスエル エンジニアリング ピーティーイー リミテッド Trolley and spreader assembly
CN201334306Y (en) * 2008-12-10 2009-10-28 宁夏电力建设工程公司 Hoisting machine for upright post member

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008528406A (en) * 2005-02-02 2008-07-31 エヌエスエル エンジニアリング ピーティーイー リミテッド Trolley and spreader assembly
CN1868855A (en) * 2006-06-13 2006-11-29 中铁宝桥股份有限公司 Air turnover system of large bridge steel structural unit and air turnover method
JP2008013293A (en) * 2006-07-04 2008-01-24 Ishikawajima Transport Machinery Co Ltd Lifting sling for ship, and method for automatically aligning ship
CN200958001Y (en) * 2006-09-30 2007-10-10 湛江港集团有限公司第一分公司 Adjusting special rail crane
CN101172560A (en) * 2006-11-02 2008-05-07 交通部水运科学研究院 Container sling hydraulic pressure turning and tilting device
CN201334306Y (en) * 2008-12-10 2009-10-28 宁夏电力建设工程公司 Hoisting machine for upright post member

Cited By (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101830393A (en) * 2010-05-21 2010-09-15 中国石化集团第五建设公司 Hoisting method of thin-wall long and thin large-size equipment
CN102897672A (en) * 2012-10-10 2013-01-30 江苏省镇江船厂(集团)有限公司 Full-rotation tugboat vertical lifting device and entire boat lifting launching method
CN103738861A (en) * 2013-12-19 2014-04-23 国家电网公司 Integral hoisting method for A type column of steel pipe of ultra-high voltage transformer station
CN103738861B (en) * 2013-12-19 2016-08-24 国家电网公司 A kind of ultra-high voltage transformer station type column of steel pipe integral hoisting method
CN104627830A (en) * 2014-12-26 2015-05-20 大连中远船务工程有限公司 Hoisting method for large-scale flare tower of floating production, storage and unloading device ship
CN105016191A (en) * 2015-07-23 2015-11-04 上海市安装工程集团有限公司 Lifting sling and method for large equipment
CN104963521A (en) * 2015-07-28 2015-10-07 中铁大桥局集团有限公司 System and construction method used for integral hoisting and rotation of steel tower
CN104963521B (en) * 2015-07-28 2017-11-17 中铁大桥局集团有限公司 A kind of system and construction method for head tower integral hoisting rotation
US10577224B2 (en) 2015-10-01 2020-03-03 Vestas Wind Systems A/S Lifting arrangement for lifting a wind turbine component
CN108137290A (en) * 2015-10-01 2018-06-08 维斯塔斯风力系统有限公司 For promoting the lifting device of wind turbine component
CN108137290B (en) * 2015-10-01 2020-06-02 维斯塔斯风力系统有限公司 Lifting device for lifting a wind turbine component
CN107473076A (en) * 2017-09-27 2017-12-15 云南建投第二安装工程公司 Mast frame is carried in a kind of door shape large-scale component sliding
CN108516454A (en) * 2018-04-20 2018-09-11 上海市机械施工集团有限公司 A kind of hanging apparatus of prefabricated components
CN109607371A (en) * 2019-01-21 2019-04-12 上海振华重工(集团)股份有限公司 A kind of large-scale component is across the asymmetric hanging method of center of gravity
CN110359756A (en) * 2019-07-23 2019-10-22 中国电建集团山东电力建设有限公司 750kV booster stations framework installation method
CN112456303A (en) * 2020-12-14 2021-03-09 中国二十冶集团有限公司 Large prefabricated cylinder hoisting method
CN113860137A (en) * 2021-08-23 2021-12-31 西北水利水电工程有限责任公司 Deformation-preventing sliding hoisting method and device for transformer substation steel framework

Also Published As

Publication number Publication date
CN101434366B (en) 2013-06-19

Similar Documents

Publication Publication Date Title
CN101434366B (en) Hoisting tool and hoisting method for column component
CN201495027U (en) Hoisting tool for mill housing
CN102659029B (en) Combined type movable hanger
CN108862045B (en) Special-shaped steel truss girder rod piece turning device and method for turning over rod piece
CN202346637U (en) Holding rod of double-flat-arm spinning self-lifting seat
CN101284628B (en) Hoisting method for framework of large tonnage pressing machine
CN102587288B (en) Method for lifting steel box girder segments of cable-stayed bridge
CN201334306Y (en) Hoisting machine for upright post member
CN202529736U (en) Combined movable lifting frame
CN100567129C (en) A kind of hoisting device for loop wheel machine
CN100417586C (en) Integral lifting method of large bridge crane and its appts
CN104989111A (en) Construction method for steel structure high-rise hoisting
CN202936092U (en) Lifting tool of wind power tower barrel
CN105464456A (en) Method and lifting sling for assembling extra-high voltage transmission iron tower through helicopter
CN101284626A (en) Additional weight hoisting method
CN203128099U (en) Slipping type pipeline lifting device
CN207418151U (en) A kind of multifunctional building crane
CN102583167A (en) Derrick crane
CN202864675U (en) Shaft-type part hoisting tool
CN202542770U (en) Tube joint turning over device of pressure steel tube in hole chamber
CN202744232U (en) Tower crane long suspension arm lifting steel rope supporting device
EP2857615A1 (en) Mounting method and mounting device of a concrete tower formed with precast pieces
CN103979442B (en) The method of 6400 tons of Hydraulic double-type crane lifting cost tropsch reactors
CN202785255U (en) Turnover hoisting tool for reinforced concrete pipe joint
CN202744175U (en) Sling used for hoisting precast concrete columns

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
ASS Succession or assignment of patent right

Owner name: NINGXIA POWER TRANSMISSION + TRANSFORMATION COMPAN

Free format text: FORMER OWNER: NINGXIA ELECTRIC POWER BUILDING AND INSTALLING PROJECT COMPANY

Effective date: 20130513

C41 Transfer of patent application or patent right or utility model
COR Change of bibliographic data

Free format text: CORRECT: ADDRESS; FROM: 750001 YINCHUAN, NINGXIA HUI AUTONOMOUS REGION TO: 750004 YINCHUAN, NINGXIA HUI AUTONOMOUS REGION

TA01 Transfer of patent application right

Effective date of registration: 20130513

Address after: 750004 No. 313 Shengli Street, Xingqing District, the Ningxia Hui Autonomous Region, Yinchuan

Applicant after: NINGXIA POWER TRANSMISSION & TRANSFORMATION ENGINEERING COMPANY

Address before: 750001, No. 459, Fenghuang South Street, Xingqing District, the Ningxia Hui Autonomous Region, Yinchuan

Applicant before: Ningxia Electric Power Building and Installing Project Company

C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130619

Termination date: 20151212

EXPY Termination of patent right or utility model