CN109573862A - A kind of endless belt supporting leg four turns round cantilever truss crane and hanging method - Google Patents

A kind of endless belt supporting leg four turns round cantilever truss crane and hanging method Download PDF

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Publication number
CN109573862A
CN109573862A CN201811495569.4A CN201811495569A CN109573862A CN 109573862 A CN109573862 A CN 109573862A CN 201811495569 A CN201811495569 A CN 201811495569A CN 109573862 A CN109573862 A CN 109573862A
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CN
China
Prior art keywords
truss
operating mechanism
cantilever
revolution
crane
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
CN201811495569.4A
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Chinese (zh)
Inventor
王晓梅
李超
槐浩举
白朝阳
王成才
孟和苏乐德
王厚高
杨中伟
姜其岳
张娜娜
李世恒
吴伟
马淋淋
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.)
Shandong Nuclear Power Equipment Manufacturing Co Ltd
Dalian Yiliya Construction Machinery Co Ltd
Original Assignee
Shandong Nuclear Power Equipment Manufacturing Co Ltd
Dalian Yiliya Construction Machinery 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 Shandong Nuclear Power Equipment Manufacturing Co Ltd, Dalian Yiliya Construction Machinery Co Ltd filed Critical Shandong Nuclear Power Equipment Manufacturing Co Ltd
Priority to CN201811495569.4A priority Critical patent/CN109573862A/en
Publication of CN109573862A publication Critical patent/CN109573862A/en
Pending legal-status Critical Current

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Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C23/00Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
    • B66C23/62Constructional features or details

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Jib Cranes (AREA)

Abstract

The invention discloses a kind of endless belt supporting leg four revolution cantilever truss crane and hanging methods, the integration of its complete machine, single lifting are i.e. mountable in place, installation effectiveness greatly promotes, technical solution are as follows: including truss-like main structure, circular orbit, introduces operating mechanism, jib lubbing mechanism and electric-control system;Truss-like main structure includes annular truss beam, and annular truss beam bottom portion is supported by multiple supporting legs;Top boom and lower boom on the outside of the annular truss beam are respectively provided with circular orbit, and the circular orbit is equipped with four groups of revolution cantilevers, and four groups of revolution cantilevers are oppositely arranged two-by-two, and every single-revolution cantilever can be run along circular orbit;Track is introduced in the revolution cantilever bottom setting, is introduced setting on track and is introduced operating mechanism, is introduced operating mechanism by jib lubbing mechanism and is controlled its position on revolution cantilever;The introduction operating mechanism bottom is connected with the suspension hook for lifting by crane annular construction member;The electric control system controls jib lubbing mechanism introduces operating mechanism.

Description

A kind of endless belt supporting leg four turns round cantilever truss crane and hanging method
Technical field
The present invention relates to a kind of annular construction member (shielding workshop) installation hanging apparatus and hanging methods, more particularly to one Kind endless belt supporting leg four turns round cantilever truss crane and hanging method.
Background technique
Shielding workshop is that last one of radiation shield of nuclear island of nuclear power station covers, and is arranged in the outside of nuclear island factory building, plays The protective effect for preventing aircraft or missile from hitting, plays an important role the overall security for improving nuclear power station.CAP1000 Workshop and steel containment vessel tube-in-tube structure each other are shielded with CAP1400 passive PWR nuclear power station, inner cylinder is steel safety Shell, outer cylinder are shielding workshops.Shielding workshop mainly uses the steel plate-concrete structure of casting concrete among the double-deck doughnut-shaped steel plate (abbreviation SC structure) form, integral diameter is big, and height is high, and double-layer plate thickness is thicker, spacing is larger, installs between double-layer plate There are the strengthening parts such as steel tie, connection reinforcing bar, peg, is a kind of large-sized annular steel structure member.
Currently, cartridge type building is divided into several layers along short transverse by SC structual shield workshop, then radially according to certain Angle is divided into several sub- wall blocks.If implementing whole circle lifting and welding assembly in layer and interlayer, whole circle lifting weight is big, lifting is high Degree is high, and whole circle is assembled at least to need 6000m2Assembling place, have sternly to crane crane capacity, sling height, radius of gyration etc. The requirement of lattice generally requires the large crane of 3200t in nuclear power station, in the construction process the cross-reference of the large crane of 3200t Frequency increases, and has certain influence to construction speed.Welding procedure welds misalignment accuracy of measurement to inside and outside two-layer panel in work progress It is required that high;And the structural style and overall stiffness of the domain are very big, whole circle lifting will generate larger lifting deformation, these factors are all Restriction critical issue as the whole circle installation of shielding workshop.
Summary of the invention
For overcome the deficiencies in the prior art, the present invention provides a kind of endless belt supporting legs four to turn round cantilever truss lifting Machine, complete machine integration, single lifting are i.e. mountable in place, and installation effectiveness greatly promotes;
To achieve the goals above, the present invention adopts the following technical solutions:
A kind of revolution of endless belt supporting leg four cantilever truss crane, including truss-like main structure, circular orbit, introduction fortune Row mechanism, jib lubbing mechanism and electric-control system;
The truss-like main structure includes annular truss beam, and annular truss beam bottom portion is supported by multiple supporting legs; Top boom and lower boom on the outside of the annular truss beam are respectively provided with circular orbit, and the circular orbit is equipped with four groups of revolutions Cantilever, four groups of revolution cantilevers are oppositely arranged two-by-two, and every single-revolution cantilever can be run along circular orbit;
Track is introduced in the revolution cantilever bottom setting, is introduced setting on track and is introduced operating mechanism, introduces operating mechanism Its position on revolution cantilever is controlled by jib lubbing mechanism;
The introduction operating mechanism bottom is connected with the suspension hook for lifting by crane annular construction member;
The electric control system controls jib lubbing mechanism introduces operating mechanism.
Further, the introduction operating mechanism is using introduction trolley.
Further, the suspension hook bottom is connected with the balance hanging beam for suspending annular construction member in midair.
Further, the revolution cantilever is set between two circular orbits.
Further, the revolution cantilever is extended outwardly setting by circular orbit periphery.
Further, the balance hanging beam is variable cross-section box type structure.
Further, the section of the annular truss beam is rectangle.
Further, the supporting leg is parallel chord truss structure.
The method that annular construction member is lifted using endless belt supporting leg four as described above revolution cantilever truss crane, The following steps are included:
Step 1: the installation of crane complete machine is in place;
Step 2: jib lubbing mechanism, which drives, to be introduced at the outside luffing to amplitude peak of operating mechanism;
Step 3: balance hanging beam being hung on and introduces operating mechanism lower part, falls the suspension hook for introducing operating mechanism;
Step 4: the monolithic module or composite module of balance hanging beam and annular construction member are connected;
Step 5: raising introduces operating mechanism, promotes monolithic module or composite module, reaches specified altitude assignment position;
Step 6: the inside luffing of jib lubbing mechanism to minimum radius;
Step 7: revolution cantilever, which drives, introduces operating mechanism along circular orbit rotation, reaches designated mounting position;
Step 8: off the hook completes monolithic module or composite module installation is in place.
Further, in step 1, circular orbit is arranged in top boom and lower boom on the outside of annular truss beam, in annular Installation revolution cantilever on track, operating mechanism, jib lubbing mechanism are introduced in installation on revolution cantilever.
Further, the monolithic module or composite module by layer lift one by one in place, when domain module hoisting just Behind position, implement intermodule longitudinal seam welding, next layer of domain module equally lifts in place, and after the completion of longitudinal seam welding, implementation level Between girth welding, finally realize the installation of entire annular construction member.
Compared with prior art, the beneficial effects of the present invention are:
Using hanging device of the invention, it is able to solve series of problems caused by whole circle lifts.Hanging device of the present invention Mounting means does not need not needed Over-size transport road and large-scale crane lifting using assembled place, solved assembled place, big part Transport and inadequacy of lifting capacity problem;The present invention, which can be realized, is introduced into installation predetermined position from ground for single-piece wall block;Using Integral installation and demolition technique, it is easy to use;The relatively whole circle of monolithic (combination) module arc length, height, weight is smaller, and lifting will not Generate larger lifting deformation;Monolithic (combination) modular structure figure and rigidity are relatively smaller, can by mechanical straightening method into Row school shape is more convenient for meeting the requirement of welding unfitness of butt joint.
Detailed description of the invention
The accompanying drawings constituting a part of this application is used to provide further understanding of the present application, and the application's shows Meaning property embodiment and its explanation are not constituted an undue limitation on the present application for explaining the application.
Fig. 1 is the main view that endless belt supporting leg four of the present invention turns round cantilever truss crane;
Fig. 2 is the top view that endless belt supporting leg four of the present invention turns round cantilever truss crane;
In figure, 1 truss-like main structure, 11 annular truss beams, 12 supporting legs, 13 revolution cantilevers;2 introduce operating mechanism, and 3 is flat Weigh hanging beam, 4 circular orbits.
Specific embodiment
It is noted that following detailed description is all illustrative, it is intended to provide further instruction to the application.Unless another It indicates, all technical and scientific terms used herein has usual with the application person of an ordinary skill in the technical field The identical meanings of understanding.
It should be noted that term used herein above is merely to describe specific embodiment, and be not intended to restricted root According to the illustrative embodiments of the application.As used herein, unless the context clearly indicates otherwise, otherwise singular Also it is intended to include plural form, additionally, it should be understood that, when in the present specification using term "comprising" and/or " packet Include " when, indicate existing characteristics, step, operation, device, component and/or their combination.
As background technique is introduced, currently, mature construction technology, steel peace has not yet been formed in SC structual shield workshop Full shell and steel lining construction are similar, mainly use modularization mode of construction, and it is existing to be transported to construction after the completion of the manufacture of workshop single-piece Field is assembled into semi-circular or whole ring-shaped component, and entire ring-shaped component is lifted into nuclear island scene and install in place, this whole circle peace The method of dress is high to assembled site requirements, needs the biggish assembled place of prepared bearing capacity;It is high to Over-size transport and lifting requirements, Heavy duty transport road is needed, large-scale crane is needed to be lifted;Whole circle lifting is high to upper and lower layer interface deviation requirement, and large size is hung There is greatly lifting risk of distortion in dress, easily cause unfitness of butt joint when installation overproof;After the lifting of whole circle is in place, for rigidity compared with The unfitness of butt joint adjustment difficulty of big double-layer steel plate structure, girth joint is very big.
In order to solve technical problem as above, present applicant proposes a kind of endless belt supporting legs four to turn round cantilever truss crane And hanging method, the main operational principle of this crane are as follows: in steel containment vessel cylinder upper outside or inside line, pass through weldering It the fixed forms such as connects, bolt, arranging supporting leg, gantry body of the invention is installed on supporting leg, gantry body includes: truss Formula main structure, jib lubbing mechanism, introduction operating mechanism, electric-control system etc..It will be single by the introduction operating mechanism on crane (combination) wall block, which is introduced to circular orbit, to be aligned, and circular orbit, which drives, introduces operating mechanism, thus will single (combination) wall block Forward or inversely 360 ° of rotations along circular orbit, reach lifted and installed at specified altitude assignment and radian it is in place.
Using crane of the present invention, it can solve assembled lack of space, Over-size transport and Large-scale Hoisting in the prior art and hold The problems such as loading capability is inadequate;Using crane of the present invention, in place convenient for single (combination) wall block lifting, raising is introduced into from ground The efficiency in predetermined position is installed;Hanging apparatus complete machine of the present invention is integrated, single lifting is i.e. mountable in place, and installation effectiveness is significantly It is promoted;Single-piece lifting is carried out using suspender of the invention, it is possible to reduce single (combination) wall block lifts deflection.
In a kind of typical embodiment of the application, as Figure 1-Figure 2, a kind of revolution of endless belt supporting leg four is provided Cantilever truss crane, including truss-like main structure 1, circular orbit 4, introduction operating mechanism 2, jib lubbing mechanism and automatically controlled system System;
Truss-like main structure 1 includes annular truss beam 11, and the section of annular truss beam 11 is rectangle.Annular truss beam 11 Bottom is supported by multiple supporting legs 12, and supporting leg 12 is arranged 6 in the present embodiment, and 12 integral form of supporting leg is parallel chord truss structure.
Top boom and lower boom in 11 outside of annular truss beam are respectively provided with 360 ° of circular orbits 4, and circular orbit 4 is equipped with Four groups of revolution cantilevers 13, four groups of revolution cantilevers 13 are oppositely arranged two-by-two, and every single-revolution cantilever 13 can be run along circular orbit 4; Revolution cantilever 13 is set between two circular orbits 4, and revolution cantilever 13 is extended outwardly setting by 4 periphery of circular orbit.This implementation In example, 4 revolution cantilevers being arranged on circular orbit 4 are mutually backups two-by-two.
13 root of cantilever setting walking mechanism and support wheel are turned round, the setting of revolution 13 bottom of cantilever introduces track, introduces rail Operating mechanism 2 is introduced in setting on road, is introduced operating mechanism 2 by jib lubbing mechanism and is controlled its position on revolution cantilever 13;
In the present embodiment, operating mechanism 2 is introduced using trolley is introduced, introducing trolley 2 is from traveling or trailer wagon, mainly Effect is luffing and raising, and integral hanging is on the introduction track of revolution 13 bottom of cantilever;
It introduces trolley bottom and is connected with the suspension hook for lifting by crane annular construction member, suspension hook bottom is connected with for suspending annular structure in midair The balance hanging beam 3 of part, form are variable cross-section box type structure, are the special hanger of handling annular construction member submodule.
When lifting by crane annular construction member submodule (significantly), balance hanging beam 3 is hung on and introduces trolley bottom hook, after luffing (minimum radius), introducing trolley can be complete with 360 ° of circular orbit operations of revolution cantilever top-bottom chord on the outside of annular truss beam At installation exercise.
Jib lubbing mechanism in crane of the present invention introduces operating mechanism 2 by electric control system controls, jib lubbing mechanism, automatically controlled System and electric-control system are all made of the prior art to the control of jib lubbing mechanism, introduction operating mechanism, and details are not described herein.
It is lifted in addition, this scheme can be used for the domain after removing supporting leg, annular mechanism and cantilever shalving, while on annular hanging beam Hoisting mechanism, each mechanism synchronous operation are set.
Cantilever truss crane is turned round using endless belt supporting leg four of the invention, shielding workshop monolithic (combination) may be implemented Installation is mainly lifted module in place by layer one by one, after domain module hoisting is in place, implements intermodule longitudinal seam welding, next Layer domain module equally lifts in place, and after the completion of longitudinal seam welding, implements interlayer girth welding, final to realize entire shielding factory Room installation.The present invention is as follows to the specific lifting implementation process of shielding workshop:
Step 1: the installation of crane complete machine is in place;Circular rails are arranged in top boom and lower boom on the outside of annular truss beam Road, the installation revolution cantilever on circular orbit, operating mechanism, jib lubbing mechanism are introduced in installation on revolution cantilever.
Step 2: jib lubbing mechanism, which drives, to be introduced at the outside luffing to amplitude peak of operating mechanism;
Step 3: balance hanging beam being hung on and introduces operating mechanism lower part, falls the suspension hook for introducing operating mechanism;
Step 4: balance hanging beam is connect with the monolithic module of shielding workshop or composite module;
Step 5: raising introduces operating mechanism, promotes shielding workshop monolithic module or composite module, reaches specified altitude assignment Position;
Step 6: the inside luffing of jib lubbing mechanism to minimum radius;
Step 7: revolution cantilever, which drives, introduces operating mechanism along circular orbit rotation, reaches designated mounting position;
Step 8: off the hook completes shielding workshop monolithic module or composite module installation is in place.
The foregoing is merely preferred embodiment of the present application, are not intended to limit this application, for the skill of this field For art personnel, various changes and changes are possible in this application.Within the spirit and principles of this application, made any to repair Change, equivalent replacement, improvement etc., should be included within the scope of protection of this application.

Claims (10)

1. a kind of endless belt supporting leg four turns round cantilever truss crane, characterized in that including truss-like main structure, circular rails Operating mechanism, jib lubbing mechanism and electric-control system are introduced in road;
The truss-like main structure includes annular truss beam, and annular truss beam bottom portion is supported by multiple supporting legs;Institute It states top boom and lower boom on the outside of annular truss beam and is respectively provided with circular orbit, it is outstanding that the circular orbit is equipped with four groups of revolutions Arm, four groups of revolution cantilevers are oppositely arranged two-by-two, and every single-revolution cantilever can be run along circular orbit;
Track is introduced in the revolution cantilever bottom setting, is introduced setting on track and is introduced operating mechanism, introduces operating mechanism and pass through Jib lubbing mechanism controls its position on revolution cantilever;
The introduction operating mechanism bottom is connected with the suspension hook for lifting by crane annular construction member;
The electric control system controls jib lubbing mechanism introduces operating mechanism.
2. endless belt supporting leg four as described in claim 1 turns round cantilever truss crane, characterized in that the introduction operation machine Structure is using introduction trolley.
3. endless belt supporting leg four as described in claim 1 turns round cantilever truss crane, characterized in that the suspension hook bottom connects It is connected to the balance hanging beam for suspending annular construction member in midair.
4. endless belt supporting leg four as claimed in claim 3 turns round cantilever truss crane, characterized in that the balance hanging beam is Variable cross-section box type structure.
5. endless belt supporting leg four as described in claim 1 turns round cantilever truss crane, characterized in that the revolution cantilever is set It is placed between two circular orbits.
6. endless belt supporting leg four as described in claim 1 turns round cantilever truss crane, characterized in that the revolution cantilever by Circular orbit periphery extends outwardly setting.
7. endless belt supporting leg four as described in claim 1 turns round cantilever truss crane, characterized in that the annular truss beam Section be rectangle;The supporting leg is parallel chord truss structure.
8. using as the described in any item endless belt supporting legs four of claim 1-7 turn round cantilever truss cranes to annular construction member into The method of row lifting, characterized in that the following steps are included:
Step 1: the installation of crane complete machine is in place;
Step 2: jib lubbing mechanism, which drives, to be introduced at the outside luffing to amplitude peak of operating mechanism;
Step 3: balance hanging beam being hung on and introduces operating mechanism lower part, falls the suspension hook for introducing operating mechanism;
Step 4: the monolithic module or composite module of balance hanging beam and annular construction member are connected;
Step 5: raising introduces operating mechanism, promotes monolithic module or composite module, reaches specified altitude assignment position;
Step 6: the inside luffing of jib lubbing mechanism to minimum radius;
Step 7: revolution cantilever, which drives, introduces operating mechanism along circular orbit rotation, reaches designated mounting position;
Step 8: off the hook completes monolithic module or composite module installation is in place.
9. the method lifted as claimed in claim 8 to annular construction member, characterized in that in step 1, in annular truss beam Circular orbit is arranged in the top boom and lower boom in outside, and the installation revolution cantilever on circular orbit is installed on revolution cantilever and drawn Into operating mechanism, jib lubbing mechanism.
10. the method lifted as claimed in claim 8 to annular construction member, characterized in that the monolithic module or Composite module is lifted in place one by one by layer, after domain module hoisting is in place, implements intermodule longitudinal seam welding, next layer of domain mould Block equally lifts in place, and after the completion of longitudinal seam welding, implements interlayer girth welding, finally realizes the peace of entire annular construction member Dress.
CN201811495569.4A 2018-12-07 2018-12-07 A kind of endless belt supporting leg four turns round cantilever truss crane and hanging method Pending CN109573862A (en)

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CN201811495569.4A CN109573862A (en) 2018-12-07 2018-12-07 A kind of endless belt supporting leg four turns round cantilever truss crane and hanging method

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110356983A (en) * 2019-07-02 2019-10-22 山东核电设备制造有限公司 Nuclear power shields workshop suspender equipment and installation method

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CN206203692U (en) * 2016-11-28 2017-05-31 国家电网公司 For the equipment boom hoisting in waterwheel room of pumped storage power station
CN206417791U (en) * 2016-12-29 2017-08-18 核动力运行研究所 A kind of hanging apparatus for being used to install single ended bolt stretching-machine in groups
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CN110356983A (en) * 2019-07-02 2019-10-22 山东核电设备制造有限公司 Nuclear power shields workshop suspender equipment and installation method

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Application publication date: 20190405