CN106744310A - A kind of large-scale steel structure column hanging method - Google Patents

A kind of large-scale steel structure column hanging method Download PDF

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Publication number
CN106744310A
CN106744310A CN201710096753.0A CN201710096753A CN106744310A CN 106744310 A CN106744310 A CN 106744310A CN 201710096753 A CN201710096753 A CN 201710096753A CN 106744310 A CN106744310 A CN 106744310A
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China
Prior art keywords
column
hanger
detacher
bearing pin
pull rope
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CN201710096753.0A
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CN106744310B (en
Inventor
欧阳志刚
李辉高
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Hubei Chuanglian Heavy Industry Co Ltd
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Hubei Chuanglian Heavy Industry Co Ltd
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C13/00Other constructional features or details
    • B66C13/04Auxiliary devices for controlling movements of suspended loads, or preventing cable slack
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C1/00Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles
    • B66C1/10Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

The present invention relates to Steel Structure Installation field, specifically a kind of large-scale steel structure column hanging method is provided with hanger at the top of the column, bottom is provided with several mounting holes, and the installation process of column is followed successively by:Cast column bases, and several bolts matched with mounting hole are fixed on pedestal;A Horizontal load-bearing block is respectively mounted on each bolt;Make the detacher with hanger and lifting appliance Matching installation;It is solid pull rope on draw bar in detacher;Column is lifted to pedestal, mounting hole is matched and is sleeved on the corresponding bolt of base end face, and locking is fixed using nut;Pull rope is pulled, the natural separation of detacher and column is realized in the presence of detacher;The present invention has the feature such as simple structure, low cost of manufacture, easy to maintain, while simple operation, good reliability, have effectively ensured lifting efficiency, with good promotion prospect.

Description

A kind of large-scale steel structure column hanging method
Technical field
The present invention relates to Steel Structure Installation field, specifically a kind of large-scale steel structure column hanging method.
Background technology
The intensity that steel construction possesses is high, the characteristic such as plasticity and good toughness, good ductility, determines itself possess outstanding Anti-seismic performance, also cause steel construction be widely used at aspects such as skyscraper, large-span space structure and bridges.
Steel construction is main to fix assembled by components such as column, crossbeams, typically sharp for steel structural upright column installation Column is lifted to precalculated position with loop wheel machine, because steel construction central post is often higher, particularly large-scale steel structure stem height More than ten rice are can reach, after the completion of lifting, how safely and efficiently crane hook and column is separated into lifting operation Important step, is the key factor for influenceing lifting operation duration.Currently, crane hook is separated with column mainly has three kinds of modes:
, be hung to operating personnel at column lifting by another loop wheel machine by the first, using artificial mode by crane hook with Column is separated, or operating personnel is climbed to column lifting, suspension hook is separated with column, and both approaches are time-consuming more long, effect Rate is relatively low, and operating personnel's operating risk is higher, cannot ensure safely;
Second, a soft circle of steel wire being relatively large in diameter is set with the lifting of column, and fastened in the way of slip-knot using rope The soft circle middle part of steel wire, makes steel wire soft circle gathering be tightly placed on column cylinder, while rope reserves one end to Ground Operation people Member, after the completion of column lifting, operating personnel makes the slip-knot of rope be come off from the soft circle of steel wire, the soft circle of steel wire by pulling rope Diameter becomes big, falls to ground from column automatically;This mode is although simple to operate, and cost is relatively low, but for complex-shaped Column(Such as column middle part has prefabricated strutbeam), cause the soft circle of steel wire to fall to ground;
The third, in the prefabricated hanger in the lifting point of column, is connected, this unhook between crane hook and hanger by detacher Device makes the bearing pin of detacher depart from hanger often by pneumatic or electronic control mode, realizes suspension hook with hanger point From although this method can preferably improve lifting efficiency, pneumatic and electronic detacher cost of manufacture is higher and need to determine Phase safeguards, simultaneously because lifting site environment is typically more complicated, this kind of pneumatic and electronic detacher is highly prone to damage, and And detacher is after being damaged, if do not found in time, after the completion of lifting, still need to by manually by detacher and hanger Separate, operating difficulties, it is dangerous also higher.
The content of the invention
In order to solve problem present in existing hoisting technology, it is good, reliable that the present invention provides a kind of simple to operate, adaptability Property strong large-scale steel structure column hanging method, to improve the efficiency of column lifting.
Concrete scheme of the invention is:Column bases are poured into a mould first, and several are fixed on the end face of pedestal upper end and is stood The bolt of column bottom mounting hole matching, then installs column according to the following steps:
The first step:Hanger is set up on the top of column;
Second step:Horizontal load-bearing block is installed on each bolt, and use level instrument ensures the Horizontal load-bearing on all bolts Block upper surface is on same horizontal plane;
3rd step:Make the detacher with hanger and lifting appliance Matching installation, the detacher have connection column hanger with The suspending assembly of lifting appliance, pin-and-hole is provided with the suspending assembly position corresponding with hanger lifting hole(eyelet), and pin-and-hole is built with through hanging The bearing pin of ear lifting hole(eyelet), the unhook component that bearing pin can be made to depart from hanger lifting hole(eyelet) is equipped with one end of bearing pin;The unhook group Part includes " ┌ " the type fixed arm being fixed on the draw bar of load-bearing pin connection and one end on suspending assembly, is covered on the draw bar Back-moving spring equipped with pushing tow bearing pin, Matching installation has one end to be fixed on the spacing collar on suspending assembly on back-moving spring, The bending part of " ┌ " the type fixed arm is equipped with horizontally disposed fixed pulley contour with draw bar, in the level of " ┌ " type fixed arm Section and vertical section be also equipped with limit pull rope swing fixture block, with prevent pull rope depart from pulley cause it is stuck cause bearing pin without The phenomenon that method departs from hanger occurs;
4th step:It is solid pull rope on draw bar in detacher, pull rope is along " ┌ " type fixed arm is by fixture block and determines Pulley fastens the bottom of upper pillar stand, to prevent the swing of the pull rope in hoisting process;
5th step:Column is lifted to pedestal, the mounting hole of column bottom is matched and is sleeved on the corresponding bolt of base end face On, and fix locking using nut;
6th step:The end that pull rope is located at column bottom is pulled, and under the guiding of fixed pulley, draw bar is moved in the horizontal direction It is dynamic, drive bearing pin to depart from hanger, realize the natural separation of detacher and column.
One week of column bottom of the present invention is provided with flanging, and several mounting holes are symmetrically and evenly distributed in column bottom On two relative flangings.
Suspending assembly of the present invention has the two clamping plates for being clamped on hanger both sides, the top between two clamping plates It is welded with the boatswain chair being connected with crane hook.
One end of bearing pin of the present invention has baffle plate, and draw bar and back-moving spring are connected by baffle plate with bearing pin Connect.
" ┌ " type fixed arm of the present invention is the inverted U-shaped structure that bottom is opening, and the pulley is arranged on " ┌ " type Fixed arm bending part, it is also opening that " ┌ " type fixed arm is located at spacing collar and the top position of horizontally tracting bar, in order to incite somebody to action It is solid fraction state that pull rope system is also convenient for observation simultaneously admittedly in link.
Compared to traditional steel structural upright column hanging method, the advantage that the present invention possesses is:
1st, the present invention replaces traditional pneumatic or electronic side on the premise of lifting efficiency is ensured by the way of artificial pulling Formula makes bearing pin depart from hanger, greatly reduces the manufacturing cost and later maintenance cost of detacher;
2nd, simple structure of the present invention, simple operation, have effectively ensured lifting efficiency, simultaneously because being not directed between each part Easily worn part is pneumatically or electrically waited, fault rate is low, good reliability, preserve convenient, be adaptable to the steel structural upright column of all kinds of environment Lifting operation;
3rd, the position being located between draw bar and pulley in " ┌ " type fixed arm in the present invention sets stopper slot, remains traction Rope is always positioned in the slideway of pulley during pulling, effectively prevent stuck phenomenon caused by pull rope departs from pulley, Lifting efficiency is ensured.
Brief description of the drawings
Fig. 1 is schematic perspective view of the present invention;
Fig. 2 is detacher schematic perspective view in the present invention;
Fig. 3 is bearing pin locking state schematic diagram in detacher in the present invention;
Fig. 4 is bearing pin unhook view in detacher in the present invention.
In figure:1- columns, 2- hangers, 3- detachers, 4- clamping plates, 5- pin-and-holes, 6- bearing pins, 7- horizontally tracting bars, 8- hangs Ring, 9- pull ropes, 10- back-moving springs, 11- spacing collars, 12- retaining walls, 13- " ┌ " type fixed arm, 14- fixed pulleys, 15- cards Block, 16- boatswain chairs, 17- lifting hole(eyelet)s, 18- baffle plates.
Specific embodiment
In the present embodiment, a kind of large-scale steel structure column hanging method pours into a mould the pedestal of column 1 first, and in pedestal upper end Several bolts matched with the bottom mounting apertures of column 1 are fixed on end face, then column 1 is installed according to the following steps:
The first step:Hanger 2 is set up on the top of column 1;
Second step:Horizontal load-bearing block is installed on each bolt, and use level instrument ensures the Horizontal load-bearing on all bolts Block upper surface is on same horizontal plane;
3rd step:Make the detacher 3 with hanger 2 and lifting appliance Matching installation;
In the present embodiment, detacher 3 has the two clamping plates 4 for being clamped on the both sides of hanger 2, the top weldering between two clamping plates 4 The boatswain chair 16 being connected to, is provided with the lifting hole(eyelet) 17 being connected with crane hook on boatswain chair 16, corresponding with hanger lifting hole(eyelet) in two clamping plates 4 Position is provided with pin-and-hole 5, pin-and-hole 5 built with the bearing pin 6 through hanger lifting hole(eyelet), and bearing pin 6 two ends stretch out pin-and-hole 5 with Outward;
In the present embodiment, baffle plate 18 is housed in one end of bearing pin 6, a horizontally tracting bar 7 is welded with baffle plate 18, led in level Draw bar 7 end be additionally provided be solid pull rope 9 link 8, be also set with horizontally tracting bar 7 and grown greater diameter than baffle plate 18 Weldering is fixed in the back-moving spring 10 of degree and width, Matching installation limited location sleeve 11 on back-moving spring 10, one end of spacing collar 11 It is connected on clamping plate 4, the other end is the retaining wall 12 for being provided with through hole, and the one end of horizontally tracting bar 7 with link 8 is from the through hole of retaining wall 12 Stretch out, back-moving spring 10 is arranged on the position that spacing collar 11 is internally located between retaining wall 12 and baffle plate 18, and is stretched in compression Long status, pushing tow bearing pin 6 makes it not come off from hanger 2 in hoisting process;
In the present embodiment, " ┌ " type fixed arm 13 is also fixedly welded with clamping plate 4, is somebody's turn to do " ┌ " type fixed arm 13 for bottom is The inverted U-shaped structure of opening, spacing collar 11 and horizontally tracting bar 7 are arranged in the inverted U-shaped structure of " ┌ " type fixed arm 13, The bending part of " ┌ " type fixed arm 13 is provided with a fixed pulley 14, the bottom land height and horizontally tracting of the top chute of fixed pulley 14 The height of the link 8 of bar 7 keeps level consistent, meanwhile, it is respectively arranged with limitation in the horizontal segment and vertical section of " ┌ " type fixed arm 13 and leads The fixture block 15 that messenger 9 swings, causes stuck to cause the bearing pin 6 cannot to depart from hanger 2 to prevent pull rope 9 from departing from fixed pulley 14 Phenomenon occurs;Additionally, it is also opening that " ┌ " type fixed arm 13 is located at spacing collar 11 and the top position of horizontally tracting bar 7, with It is solid interior while it is solid fraction state to be also convenient for observation in link 8 to be easy to pull rope 9;
4th step:It is solid pull rope 9 on the link 8 of the horizontally tracting bar 7 of detacher 3, pull rope 9 is along " ┌ " type fixed arm 13 Sequentially pass through horizontal segment fixture block 15, fixed pulley 14 and vertical section fixture block 15 to fasten in the bottom of column 1, and keep at pull rope 9 In exceptionally straight state, to prevent the excessive swing of the pull rope 9 in hoisting process;
5th step:Column is lifted to the pedestal of column 1 using loop wheel machine, while ensureing that each mounting hole of the bottom of column 1 is equal It is sleeved on the corresponding bolt of base end face, and locking is fixed using nut;
6th step:The end that pull rope 9 is located at the bottom of column 1 is pulled, and under the guiding of fixed pulley 14, the edge of horizontally tracting bar 7 Horizontal direction is moved, and drives bearing pin 6 to depart from hanger 2, realizes detacher 3 and the natural separation of column 1.

Claims (5)

1. a kind of large-scale steel structure column hanging method, pours into a mould column bases, and fix some on the end face of pedestal upper end first The individual bolt matched with column bottom mounting hole, then installs column according to the following steps, it is characterised in that:
The first step:Hanger is set up on the top of column;
Second step:Horizontal load-bearing block is installed on each bolt, and use level instrument ensures the Horizontal load-bearing on all bolts Block upper surface is on same horizontal plane;
3rd step:Make the detacher with hanger and lifting appliance Matching installation, the detacher have connection column hanger with The suspending assembly of lifting appliance, pin-and-hole is provided with the suspending assembly position corresponding with hanger lifting hole(eyelet), and pin-and-hole is built with through hanging The bearing pin of ear lifting hole(eyelet), the unhook component that bearing pin can be made to depart from hanger lifting hole(eyelet) is equipped with one end of bearing pin;The unhook group Part includes " ┌ " the type fixed arm being fixed on the draw bar of load-bearing pin connection and one end on suspending assembly, is covered on the draw bar Back-moving spring equipped with pushing tow bearing pin, Matching installation has one end to be fixed on the spacing collar on suspending assembly on back-moving spring, The bending part of " ┌ " the type fixed arm is equipped with horizontally disposed fixed pulley contour with draw bar, in the level of " ┌ " type fixed arm Section and vertical section be also equipped with limit pull rope swing fixture block, with prevent pull rope depart from pulley cause it is stuck cause bearing pin without The phenomenon that method departs from hanger occurs;
4th step:It is solid pull rope on draw bar in detacher, pull rope is along " ┌ " type fixed arm is by fixture block and determines Pulley fastens the bottom of upper pillar stand, to prevent the swing of the pull rope in hoisting process;
5th step:Column is lifted to pedestal, the mounting hole of column bottom is matched and is sleeved on the corresponding bolt of base end face On, and fix locking using nut;
6th step:The end that pull rope is located at column bottom is pulled, and under the guiding of fixed pulley, draw bar is moved in the horizontal direction It is dynamic, drive bearing pin to depart from hanger, realize the natural separation of detacher and column.
2. a kind of large-scale steel structure column hanging method according to claim 1, it is characterised in that:The column bottom It is provided with flanging within one week, several mounting holes are symmetrically and evenly distributed on two relative flangings of column bottom.
3. a kind of large-scale steel structure column hanging method according to claim 1, it is characterised in that:The suspending assembly tool There are the two clamping plates for being clamped on hanger both sides, the upper weld between two clamping plates has the boatswain chair being connected with crane hook.
4. a kind of large-scale steel structure column hanging method according to claim 1, it is characterised in that:The one of the bearing pin End has baffle plate, and draw bar and back-moving spring are by baffle plate and load-bearing pin connection.
5. a kind of large-scale steel structure column hanging method according to claim 1, it is characterised in that:" ┌ " type is fixed Arm is the inverted U-shaped structure that bottom is opening, and the pulley is arranged on " ┌ " type fixed arm bending part, and " ┌ " type fixed arm is located at limit The top position of position sleeve and horizontally tracting bar is also opening, in order to pull rope system is also convenient for into observation admittedly in link simultaneously It is solid fraction state.
CN201710096753.0A 2017-02-22 2017-02-22 A kind of large-scale steel structure column hanging method Active CN106744310B (en)

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Application Number Priority Date Filing Date Title
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112061949A (en) * 2020-08-25 2020-12-11 哈尔滨电气动力装备有限公司 Lifting hook switching device for 1000MW reactor coolant pump
CN113955632A (en) * 2021-11-01 2022-01-21 中国电建集团山东电力建设第一工程有限公司 Upright column hoisting tool and working method

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1721641A1 (en) * 2005-05-12 2006-11-15 Salomon S.A. Binding construction with adjustable return energy
CN203474242U (en) * 2013-10-11 2014-03-12 成都新途科技有限公司 High-altitude automatic unhooking device
CN204624961U (en) * 2015-04-21 2015-09-09 大元建业集团股份有限公司 The automatically-unhooked hanger of upper air installing steel column beam
CN205346625U (en) * 2015-12-23 2016-06-29 中交一航局第三工程有限公司 High altitude hoist and mount automatic unhooking device
CN205868200U (en) * 2016-07-27 2017-01-11 江苏永达药业有限公司 High -order reation kettle throws automatically unhook ware of material device

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1721641A1 (en) * 2005-05-12 2006-11-15 Salomon S.A. Binding construction with adjustable return energy
CN203474242U (en) * 2013-10-11 2014-03-12 成都新途科技有限公司 High-altitude automatic unhooking device
CN204624961U (en) * 2015-04-21 2015-09-09 大元建业集团股份有限公司 The automatically-unhooked hanger of upper air installing steel column beam
CN205346625U (en) * 2015-12-23 2016-06-29 中交一航局第三工程有限公司 High altitude hoist and mount automatic unhooking device
CN205868200U (en) * 2016-07-27 2017-01-11 江苏永达药业有限公司 High -order reation kettle throws automatically unhook ware of material device

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112061949A (en) * 2020-08-25 2020-12-11 哈尔滨电气动力装备有限公司 Lifting hook switching device for 1000MW reactor coolant pump
CN112061949B (en) * 2020-08-25 2022-04-05 哈尔滨电气动力装备有限公司 Lifting hook switching device for 1000MW reactor coolant pump
CN113955632A (en) * 2021-11-01 2022-01-21 中国电建集团山东电力建设第一工程有限公司 Upright column hoisting tool and working method
WO2023071385A1 (en) * 2021-11-01 2023-05-04 中国电建集团山东电力建设第一工程有限公司 Vertical-column hoisting tool, and operating method therefor

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