CN103171972A - Tower frame assembling and lifting process - Google Patents

Tower frame assembling and lifting process Download PDF

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Publication number
CN103171972A
CN103171972A CN2013100655418A CN201310065541A CN103171972A CN 103171972 A CN103171972 A CN 103171972A CN 2013100655418 A CN2013100655418 A CN 2013100655418A CN 201310065541 A CN201310065541 A CN 201310065541A CN 103171972 A CN103171972 A CN 103171972A
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CN
China
Prior art keywords
pylon
door machine
tower body
shackle
tower frame
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
CN2013100655418A
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Chinese (zh)
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CN103171972B (en
Inventor
陈飞
钟炳贵
韦正实
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.)
Nantong Zhenhua Heavy Equipment Manufacturing Co Ltd
Original Assignee
SHANGHAI ZHENHUA HEAVY INDUSTRY GROUP (NANTONG) 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.)
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Publication date
Application filed by SHANGHAI ZHENHUA HEAVY INDUSTRY GROUP (NANTONG) Co Ltd filed Critical SHANGHAI ZHENHUA HEAVY INDUSTRY GROUP (NANTONG) Co Ltd
Priority to CN201310065541.8A priority Critical patent/CN103171972B/en
Publication of CN103171972A publication Critical patent/CN103171972A/en
Application granted granted Critical
Publication of CN103171972B publication Critical patent/CN103171972B/en
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Abstract

The invention discloses a tower frame assembling and lifting process which is characterized in that a tower frame is directly mounted on a field; and meanwhile, the top end of the tower frame is provided with a lifting lug for lifting, the mounted tower frame is lifted and corrected through matching two portal cranes, and the tower frame is finally mounted and fixed. With the adoption of the manner, the installation of the tower frame becomes simple and safe; and redundant working frames are not needed so that the manpower and the cost are saved and the working efficiency is improved.

Description

Pylon assembling hoisting
Technical field
The present invention relates to a kind of technique of pylon assembling lifting, first at place assembling pylon, the rear door machine of using coordinates righting to install.
Background technology
Ship loader is when installing, and the installation that pylon supports is very important.It is the running that can the skeleton ship loader of ship loader safety that pylon supports, and technique and the intensity of the installation of supporting with pylon have very large relation.The ship loader pylon mainly comprises the front support of door frame, door frame back brace, door frame left and right sides crossbeam and four large parts of driver's cab supporting traverse, and it is directly each parts of pylon to be hung assigned address on ship by the door machine that traditional pylon is installed, and then welding directly is installed.Such method is because the tower components volume is large, and weight is large, so troublesome poeration, and the support platform that other need to be set installs for the engineering worker operation, and aerial work is dangerous large, operating difficulties.
Summary of the invention
Technical matters to be solved by this invention is to provide pylon assembling hoisting a kind of simple to operate, safe.
For solving the problems of the technologies described above, the technical solution adopted in the present invention is:
A kind of pylon assembling hoisting is characterized in that comprising following steps:
1) ground on the scene assembling pylon is first assembled support and back brace before pylon, then upside left and right crossbeam and downside left and right crossbeam is installed, then the driver's cab support beam is installed, and inclined ladder and platform wouldn't be installed;
2) connect the hanger of a side with two steel ropes difference one ends, the other end of two steel ropes is connected by buckle together;
3) be separately fixed at the downside both sides of pylon with another steel rope two ends, an activity shackle is installed on steel rope again;
4) First door machine suspension hook hooks and to buckle unloading, and second door machine suspension hook hooks to unload in activity to be buckled;
5) two door machines are hung oneself simultaneously pylon are lifted;
When 6) standing up, First door machine upwards slowly hangs, and second door machine is motionless;
7) when the pylon raising height greater than pylon self vertically during height, this moment, second door machine slowly descended;
8) after the tower body strengthening balancing, place sleeper under tower body, then slowly tower body is placed on sleeper;
9) inclined ladder and platform are installed on tower body.
By such technique, directly first tower body is installed on the ground at barnyard, then sling by the door machine and install after righting, ground on the scene fitting operation is convenient, and safety, has strengthened work efficiency.
 
Description of drawings
Fig. 1 is the pylon schematic diagram of pylon assembling hoisting of the present invention.
Fig. 2 is the lifting schematic diagram of pylon assembling hoisting of the present invention.
Fig. 3 is the schematic diagram after the lifting righting of pylon of the present invention assembling hoisting.
Fig. 4 is the tower components figure of pylon assembling hoisting of the present invention.
Fig. 5 is the pylon installation side view of pylon assembling hoisting of the present invention.
 
The specific embodiment
At first install according to the structure ground on the scene of Fig. 1 and pylon shown in Figure 4, first assemble front support 10 and the back brace 11 of pylon, then the left and right crossbeam 12 of upside and the left and right crossbeam 13 of downside are installed, install at last the driver's cab support beam, inclined ladder 1 and platform 2 are not first installed, in order to avoid break in the lifting righting.Then connect the hanger 3 of a side with two steel ropes, 4 difference one ends, then the other end of two steel ropes 4 links together with shackle 7.Be separately fixed at again the downside both sides of pylon with another steel rope 8, an activity shackle 9 is installed on steel rope again, automatically select suspension centre when the door machine catches on shackle 9.
As shown in Figure 5, First door machine 5 suspension hooks hook in shackle 7, and second door machine 6 suspension hook hooks in shackle 9, and two door machines upwards slowly lift simultaneously pylon is lifted.
As shown in Figure 2, when pylon stood up, First door machine 5 upwards slowly hung, and second door machine 6 is motionless; When pylon by on the height lifted greater than pylon self during the height after vertically, this moment, second door machine 6 slowly descended.
As shown in Figure 3, after the tower body strengthening balancing, place sleeper under tower body, then slowly tower body is placed on sleeper.Inclined ladder and platform are installed on tower body at last.
By such process, direct ground on the scene installs pylon, and then settles after the righting of slinging, and need not take as usual falsework when installing like this, has saved manpower and materials, and ground safety is simple simultaneously, has improved work efficiency, has increased safety factor.

Claims (1)

1. a pylon is assembled hoisting, it is characterized in that comprising following steps:
1) assembling pylon in ground on the scene, first assemble the front support of pylon (10) and back brace (11), upside left and right crossbeam (12) and downside left and right crossbeam (13) then is installed, then driver's cab support beam (14) is installed, and inclined ladder (1) and platform (2) wouldn't be installed;
2) connect the hanger (3) of a side with two steel ropes (4) difference, one end, the other end of two steel ropes (4) links together by shackle (7);
3) be separately fixed at the downside both sides of pylon with another steel rope (8) two ends, an activity shackle (9) is installed on steel rope again;
4) First door machine (5) suspension hook hooks in shackle (7), and second door machine (6) suspension hook hooks in activity shackle (9);
5) two door machines (5,6) are hung oneself simultaneously pylon are lifted;
When 6) standing up, First door machine (5) upwards slowly hangs, and second door machine (6) is motionless;
7) when the pylon raising height greater than pylon self vertically during height, second door machine this moment (6) slowly descends;
8) after the tower body strengthening balancing, place sleeper under tower body, then slowly tower body is placed on sleeper;
9) inclined ladder (1) and platform (2) are installed on tower body.
CN201310065541.8A 2013-03-01 2013-03-01 Tower frame assembling and lifting process Active CN103171972B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201310065541.8A CN103171972B (en) 2013-03-01 2013-03-01 Tower frame assembling and lifting process

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201310065541.8A CN103171972B (en) 2013-03-01 2013-03-01 Tower frame assembling and lifting process

Publications (2)

Publication Number Publication Date
CN103171972A true CN103171972A (en) 2013-06-26
CN103171972B CN103171972B (en) 2015-06-17

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
CN113511597A (en) * 2021-05-17 2021-10-19 上海振华重工(集团)股份有限公司 Hoisting method and hoisting system of door frame assembly

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101293599A (en) * 2007-04-27 2008-10-29 上海振华港口机械(集团)股份有限公司 Method for discharging boat to dock basin with dock yard trestle crane set
CN101429928A (en) * 2007-11-09 2009-05-13 中国海洋石油总公司 Integral hoisting method for wind generator set on the sea
CN102182203A (en) * 2010-08-19 2011-09-14 天津道达渤海新能源开发有限公司 Steel row type wind measurement tower base and wind measurement tower structure
US20110318159A1 (en) * 2010-06-29 2011-12-29 Mikkel Verner Krogh Arrangement for Lifting a Tower Wall Portion of a Wind Turbine and Method for Lifting a Tower Wall Portion of a Wind Turbine
CN202322091U (en) * 2011-12-02 2012-07-11 华锐风电科技(集团)股份有限公司 Lifting equipment
CN102674136A (en) * 2012-05-09 2012-09-19 中国海洋石油总公司 Lifting method for large-scale tower equipment
CN102817341A (en) * 2012-08-23 2012-12-12 中国十七冶集团有限公司 Construction method for segmented installation of offshore anemometer tower and combination of high-altitude manufactured parts for assembly
CN202657825U (en) * 2012-05-18 2013-01-09 湖北省输变电工程公司 Device for lifting guyed tower in integrally assembled mode
CN202729605U (en) * 2012-06-19 2013-02-13 国家核电技术有限公司 Support device used in turning of large-scale workpiece

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101293599A (en) * 2007-04-27 2008-10-29 上海振华港口机械(集团)股份有限公司 Method for discharging boat to dock basin with dock yard trestle crane set
CN101429928A (en) * 2007-11-09 2009-05-13 中国海洋石油总公司 Integral hoisting method for wind generator set on the sea
US20110318159A1 (en) * 2010-06-29 2011-12-29 Mikkel Verner Krogh Arrangement for Lifting a Tower Wall Portion of a Wind Turbine and Method for Lifting a Tower Wall Portion of a Wind Turbine
CN102182203A (en) * 2010-08-19 2011-09-14 天津道达渤海新能源开发有限公司 Steel row type wind measurement tower base and wind measurement tower structure
CN202322091U (en) * 2011-12-02 2012-07-11 华锐风电科技(集团)股份有限公司 Lifting equipment
CN102674136A (en) * 2012-05-09 2012-09-19 中国海洋石油总公司 Lifting method for large-scale tower equipment
CN202657825U (en) * 2012-05-18 2013-01-09 湖北省输变电工程公司 Device for lifting guyed tower in integrally assembled mode
CN202729605U (en) * 2012-06-19 2013-02-13 国家核电技术有限公司 Support device used in turning of large-scale workpiece
CN102817341A (en) * 2012-08-23 2012-12-12 中国十七冶集团有限公司 Construction method for segmented installation of offshore anemometer tower and combination of high-altitude manufactured parts for assembly

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
CN113511597A (en) * 2021-05-17 2021-10-19 上海振华重工(集团)股份有限公司 Hoisting method and hoisting system of door frame assembly
CN113511597B (en) * 2021-05-17 2023-08-22 上海振华重工(集团)股份有限公司 Hoisting method and hoisting system for door frame assembly

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Effective date of registration: 20170309

Address after: Farm of Nantong Development Zone in Jiangsu Province, Nantong City, 226000 River Road No. 1

Patentee after: Nantong Zhenhua Heavy Equipment Manufacturing Co., Ltd.

Address before: 226010 Zhenhua Road, Nantong Development Zone, Jiangsu, Nantong, China, 1

Patentee before: Shanghai Zhenhua Heavy Industry Group (Nantong) Co., Ltd.