CN100522793C - Installing method of portal crane - Google Patents
Installing method of portal crane Download PDFInfo
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- CN100522793C CN100522793C CNB2005100244863A CN200510024486A CN100522793C CN 100522793 C CN100522793 C CN 100522793C CN B2005100244863 A CNB2005100244863 A CN B2005100244863A CN 200510024486 A CN200510024486 A CN 200510024486A CN 100522793 C CN100522793 C CN 100522793C
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- crossbeam
- leg
- rigidity
- installation
- pylon
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Abstract
A method for installing the gantry crane features that in the procedure of lifting up the large steel beam, the rigid legs and flexible legs are also lifting. It includes such steps as in-situ assembling master steel beam, hanging the carrier and maintenance hoist from the master beam, standing up two lifting towers, hydraulic lifting while segmenting assembling rigid legs and flexible legs, installing the running mechanism to the legs, and structural installation.
Description
Technical field
The present invention relates to a kind of installation method of transfer crane.
Background technology
Transfer crane is mainly used in the shipbuilding industry, and its installation method also is various at present.General method is earlier whole rigidity leg to be erect, and crossbeam is promoted to put in place again, so the center of gravity of this method rigidity leg when crossbeam is installed is difficult to adjust poor stability; The Important Project accident took place in so-and-so factory in the past, with its method for improving very big relation was arranged.
Summary of the invention
The object of the present invention is to provide a kind of new installation method, improve safety, agility and the reliability of transfer crane installation process.
For reaching above-mentioned purpose, the present invention uses two pairs " door " font pylon for promoting pylon, and the steel structure crossbeam is made at installation on ground, and segmentation of rigidity leg and flexible leg are hinged on the crossbeam.In the process of integrally hoisting steel structure crossbeam, rigidity leg and flexible leg put in place along with the lifting of crossbeam promotes together, realize whole transfer crane once-forming, safety, quick, reliable.
Preceence of the present invention is: the first, use the two secondary pylons that promote, and the guy adjustment reduces, and is safe and reliable; The second, rigidity leg and flexible leg are in place gradually along with the lifting of crossbeam, have reduced the work capacity of independent installation rigidity leg and flexible leg; The 3rd, use elevating ram stretch-draw pylon guy, guy is stressed accurately, and is easy to adjust.
Description of drawings
Fig. 1 arranges for the transfer crane elevator system.
Fig. 2 is a rigidity leg erection plan.
Fig. 3 is flexible leg erection plan.
The specific embodiment
In conjunction with the accompanying drawings the present invention is further described.See also shown in Fig. 1,2,3, the present invention is made up of crossbeam 1, rigidity leg 2, first hinge 3, slide block 4, second hinge 5, elevating ram 6, cat head gantry beam 7, pylon 8, traveling gear 9, A prefix 10, tri-joint mechanism 11, the 4th hinge 12, flexible leg cross sill 13, flexible leg 14 and slippage dolly 15 etc.
Installation method:
One, the installation of pylon and cat head gantry beam
The present invention uses two secondary tower framves 8 for promoting pylon, and the usable height of pylon 8 generally can be up to more than 100 meters according to the difference of concrete transfer crane and different, 4 meters in section, steel pipe cancelled structure, pylon 8 bottoms and basis, ground use bolted connection.Cat head gantry beam 7 is a box-structure.The load capacity of every pair of pylon reaches more than 2,000 ton.2 tower center distances across transfer crane crossbeam 1 are tens meters, and the cat head gantry beam that is provided with box-structure at the top of two pylons promptly promotes crossbeam, and elevating ram 6 is placed on cat head gantry beam 7, sees shown in Figure 2.After pylon 8 and beam 7 installations of cat head gantry, use the squareness of theodolite calibration pylon, after meeting the demands, they are fixed, and use chuck that the head-clamp alive of cable wind rope is tight with cable wind rope.
Two, the lifting of crossbeam
After cat head gantry beam 7 installations of pylon 8, the lifting of beginning crossbeam 1.Promote for the 1st time, hoisting depth is decided according to specific circumstances, stops when being approximately ten meters left and right sides, loads onto rigidity leg 2 topsides and flexible leg A prefix 10, calibrates its level attitude, and is fixed.Before promoting for the 2nd time, use second hinge 5 that rigidity leg 2 one ends are linked on the crossbeam 1, the other end of rigidity leg 2 then is placed on 2 slippage dollies 15.Like this, rigidity leg 2 just promotes autofitting with crossbeam 1.After in place, calibrate axis, connect with electric welding.Simultaneously, before the 2nd lifting, use the 4th hinge 12 to link on the A prefix 10 flexible leg 14, crossbeam 1 puts in place like this, flexible leg 14 autofittings.
Three, Fig. 2 is seen in the installation of rigidity leg.The first step, the desired location is placed in 2 segmentations of rigidity leg, uses hydraulic jack to adjust the two ends upper-lower position, connects second hinge 5 and first hinge 3.In second step, one section of rigidity leg 2 segmentation promote with crossbeam rises, and the other end then uses the winch traction, to overcome horizontal friction force.The 3rd the step, with the traveling gear 9 that has assembled slowly push rigidity leg 2 below.At last, crossbeam 1 descends, with the calibration of segmentation place interface, welding.
Four, Fig. 3 is seen in the installation of flexible leg.After gantry hanging beam 1 promoted for the first time, the 4th hinge 12 of symmetry was established in the both sides, A prefix 10 lower end of flexible leg, each one of both sides.The first step, flexible leg 14 keeps flat, and leg Guan Yiduan links to each other with A prefix 10 with the 4th hinge 12, and the other end links to each other with traveling gear with tri-joint mechanism 11.In second step, crossbeam 1 promotes, and flexible leg 14 follows naturally, on the horizontal direction of flexible leg walking mechanism, applies a horizontal drag force, can reduce vertical-lift power.In the 3rd step, crossbeam 1 puts in place, and flexible leg 14 incision positions close up naturally.
Because rigidity leg of the present invention is that segmentation progressively promotes, so well solved the problem of crank, add and use elevating ram stretch-draw pylon guy, can adjust and measure the stressed problem of guy accurately.The present invention has obtained very big success through test in the application of the whole lifting of two 600 tons * 182 meters gauntry cranes engineering.Therefore, this method has the characteristics and the significant advance of essence.
Claims (1)
1, a kind of installation method of transfer crane, use two pairs " door " font pylon for promoting pylon, the steel structure crossbeam is made at installation on ground, segmentation of rigidity leg and flexible leg are hinged on the crossbeam, in the process of integrally hoisting steel structure crossbeam, rigidity leg and flexible leg put in place along with the lifting of crossbeam promotes together, it is characterized in that comprising the installation of pylon and cat head gantry beam, the lifting of crossbeam, the installation of rigidity leg and the installation of flexible leg, wherein
The installation of pylon and cat head gantry beam: with two secondary tower framves is to promote pylon, pylon bottom and basis, ground bolt together; The top of every secondary tower frame is provided with the cat head Long Menliang of box-structure, promptly promotes crossbeam, and elevating ram is placed on the beam of cat head gantry; With the squareness of theodolite calibration pylon, with guy steel strand fixed gantry, and with ground tackle that the head-clamp alive of guy steel strand is tight;
The lifting of crossbeam: promote for the first time, stop when promoting about ten meters left and right sides, load onto rigidity leg topside and flexible leg A prefix, the calibrated horizontal position, and fix, before promoting for the second time, with second hinge rigidity leg one end is linked on the crossbeam, the other end of rigidity leg is placed on two slippage dollies, and the rigidity leg promotes autofitting with crossbeam, the calibration axis connects with electric welding; Simultaneously, before promoting for the second time, flexible leg is linked on the A prefix with the 4th hinge;
The installation of rigidity leg: the first step, the desired location is placed in the segmentation of rigidity leg, adjusts the two ends upper-lower position with thousand tops, hydraulic pressure top, connects second hinge and first hinge; In second step, rigidity leg segmentation one end rises with crossbeam, and the other end uses the winch traction, to overcome horizontal friction force; The 3rd step, with the traveling gear that assembles slowly push the rigidity leg below, crossbeam descends, with the calibration of segmentation place interface, welding;
The installation of flexible leg: the first step: after crossbeam promoted for the first time, the 4th hinge that the both sides, A prefix lower end of flexible leg are provided with symmetry was connected with the A prefix, and the other end links to each other with traveling gear with tri-joint mechanism; In second step, crossbeam promotes, and flexible leg is followed naturally, on the horizontal direction of flexible leg walking mechanism, applies a horizontal drag force, with less vertical-lift power; In the 3rd step, crossbeam puts in place, and flexible leg incision position closes up naturally.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2005100244863A CN100522793C (en) | 2005-03-18 | 2005-03-18 | Installing method of portal crane |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2005100244863A CN100522793C (en) | 2005-03-18 | 2005-03-18 | Installing method of portal crane |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1833988A CN1833988A (en) | 2006-09-20 |
| CN100522793C true CN100522793C (en) | 2009-08-05 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2005100244863A Expired - Fee Related CN100522793C (en) | 2005-03-18 | 2005-03-18 | Installing method of portal crane |
Country Status (1)
| Country | Link |
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| CN (1) | CN100522793C (en) |
Families Citing this family (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101293599B (en) * | 2007-04-27 | 2011-04-20 | 上海振华重工(集团)股份有限公司 | Method for discharging boat to dock basin with dock yard trestle crane set |
| CN101628610B (en) * | 2008-07-18 | 2012-08-22 | 上海船厂船舶有限公司 | Method for positioning dockyard overbridge |
| CN103193163B (en) * | 2012-01-10 | 2015-06-17 | 上海振华重工(集团)股份有限公司 | Entrance dock installation method for gantry crane of shipyard |
| CN102785998A (en) * | 2012-08-06 | 2012-11-21 | 河南起重机器有限公司 | Variable-span manual hoist gantry crane |
| CN103072004B (en) * | 2013-01-21 | 2015-05-06 | 湖南省第五工程有限公司 | Installation method of electric hoist hanger |
| CN104759863B (en) * | 2015-04-16 | 2017-02-22 | 南通振华重型装备制造有限公司 | Fixed crane on-site general assembly technology |
| CN105236263B (en) * | 2015-10-28 | 2017-07-25 | 上海振华重工(集团)股份有限公司 | The installation method of gantry flexible leg |
| CN107055322A (en) * | 2017-05-10 | 2017-08-18 | 河南新科起重机股份有限公司 | The erecting device and installation method of crane |
| CN107838687B (en) * | 2017-10-16 | 2019-06-11 | 武汉帝尔激光科技股份有限公司 | A kind of gantry structure installation method of large-sized gantry machine |
| CN108423560B (en) * | 2018-03-19 | 2019-07-05 | 中铁十六局集团第三工程有限公司 | A kind of gantry crane eminence integral installation method |
| CN108423565B (en) * | 2018-04-18 | 2019-06-14 | 中铁十九局集团轨道交通工程有限公司 | The erection and Demolition Construction method of U-shaped twin beams gantry crane with hook |
| CN109911770B (en) * | 2019-03-06 | 2020-03-17 | 中建八局轨道交通建设有限公司 | Construction method for hoisting gantry crane |
| CN110316662B (en) * | 2019-05-06 | 2021-04-13 | 粤水电轨道交通建设有限公司 | Installation and construction method of large-span portal crane |
| CN111453621A (en) * | 2020-04-03 | 2020-07-28 | 丘声富 | Be used for portal crane automated control anchor |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2665096Y (en) * | 2003-11-18 | 2004-12-22 | 上海五冶冶金建设有限公司 | Combined type large-scale component or equipment hoisting and emplacement device |
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2005
- 2005-03-18 CN CNB2005100244863A patent/CN100522793C/en not_active Expired - Fee Related
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2665096Y (en) * | 2003-11-18 | 2004-12-22 | 上海五冶冶金建设有限公司 | Combined type large-scale component or equipment hoisting and emplacement device |
Non-Patent Citations (1)
| Title |
|---|
| 靖江造船厂600t龙门式起重机安装技术. 史耀辉.建筑施工，第2001年第3期. 2001 * |
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| Publication number | Publication date |
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| CN1833988A (en) | 2006-09-20 |
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Granted publication date: 20090805 Termination date: 20160318 |