CN102808521A - High-altitude butting method and high-altitude butting device for heavy structures - Google Patents
High-altitude butting method and high-altitude butting device for heavy structures Download PDFInfo
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- CN102808521A CN102808521A CN2012102990789A CN201210299078A CN102808521A CN 102808521 A CN102808521 A CN 102808521A CN 2012102990789 A CN2012102990789 A CN 2012102990789A CN 201210299078 A CN201210299078 A CN 201210299078A CN 102808521 A CN102808521 A CN 102808521A
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- interfacing part
- butt joint
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Abstract
The invention provides a high-altitude butting method for heavy structures; the method comprises the following steps that two heavy structures are synchronously lifted into the air through a synchronous hydraulic lifting technology, wherein a first butting piece and a second butting piece are respectively arranged on the opposite sides of the two heavy structures; the first butting piece and the second butting piece are mutually matched; the butting heads of the first butting piece and the second butting piece are mutually aligned; the first butting piece is driven to gradually go deep into the second butting piece; the horizontal directions of the two heavy structures are adjusted under the guidance of a guide rail of the second butting piece; and locking is carried out after the first butting piece and the second butting piece are totally coupled, so as to realize the butting of the two butting pieces. In addition, the invention also correspondingly provides a high-altitude butting device for the heavy structures. According to the invention, the high-altitude butting construction process of the heavy structures is improved, the problem of restricted on-site conditions when the heavy structures are installed is solved, and the installation construction safety and stability are greatly improved.
Description
Technical field
The present invention relates to a kind of heavy type structure high-altitude docking technique.
Background technology
Along with the fast development of industrial economy and the widespread usage of new building material; Advantages such as industrial construction project investment scale is unprecedentedly huge, and steel work is high with its intensity, span is big, investment is low, the duration short, area capable of using is big are used widely in the industrial premises construction.The heavy duty industrial mill construction is because big, the span of driving tonnage is big, lattice column overlength and from unfavorable factor restrictions such as great, field conditions; Cause very difficulty of road transport; So produce in factory usually is divided into two sections or three sections making, segmentation is transported to the erecting bed and installs.Method commonly used at present is installation on ground method and installation at high altitude method, and wherein prefabricated moulding bed is accomplished the butt welding integral hoisting on ground, and construction cost is high, and the construction period is long.The installation at high altitude method is that structure is closed up once mounting at installation at high altitude and put in place, so cost is low, and the cycle is short.
The common complex structure of heavy type structure, the span overlength, weight is overweight; Because the restriction of construction condition can't adopt large-scale loop wheel machine Integratively property to carry out lifting operation, therefore need the segmentation lifting simultaneously; High-altitude splicing process method; But the high-altitude splicing is dangerous greatly, operation easier is big, is difficult for assembly unit and puts in place.
Summary of the invention
In order to solve above-mentioned technical barrier, inventor of the present invention provides a kind of brand-new heavy type structure high-altitude docking technique.
According to an aspect of the present invention, a kind of heavy type structure high-altitude docking calculation is provided, has comprised:
Utilize the synchronous hydraulic lift technique that two heavy type structures are winched in the air synchronously, be respectively arranged with first interfacing part and second interfacing part on the opposite side of wherein said two heavy type structures, said first interfacing part and said second interfacing part match each other;
The butt joint of said first interfacing part and said second interfacing part is aimed at each other;
Drive said first interfacing part and go deep into said second interfacing part gradually;
The horizontal orientation of said two heavy type structures of adjustment under the guiding of the guide rail of said second interfacing part; And
In the back locking that is coupled fully of said first interfacing part and said second interfacing part, to realize both butt joints.
Preferably; In above-mentioned heavy type structure high-altitude docking calculation; Said first interfacing part has a protruding butt joint; Said second interfacing part has a recessed butt joint, and be coupled the fully protruding butt joint that is meant said first interfacing part of said first interfacing part and said second interfacing part snaps in the recessed butt joint of second interfacing part of said second interfacing part fully.
According to a further aspect in the invention, a kind of heavy type structure high-altitude docking facilities is provided, has constituted by first interfacing part that matches each other and second interfacing part, wherein:
Said first interfacing part comprises:
First body has first screw socket on one side of said first body;
Protruding butt joint is positioned on the opposite side of said first body, and said protruding butt joint comprises the plush copper and the neck that is connected with said first body on top, and the diameter of wherein said plush copper is greater than the diameter of said neck;
Said second interfacing part comprises:
Second body has second screw socket on one side of said second body;
Recessed butt joint is positioned at the opposite side of said second body, and said recessed butt joint has the guide rail that can hold said protruding butt joint.
Preferably, in above-mentioned heavy type structure high-altitude docking facilities, said protruding butt joint is a hollow, and is provided with an elastic component in the cavity of said protruding butt joint.
Preferably, in above-mentioned heavy type structure high-altitude docking facilities, the guide rail of said recessed butt joint is positioned at the shell of said recessed butt joint, and said guide rail is an elastic body.
Preferably, in above-mentioned heavy type structure high-altitude docking facilities, the side near said second body of said guide rail further is provided with a spring.
Preferably, in above-mentioned heavy type structure high-altitude docking facilities, the front end of said guide rail has a fastener, and said fastener is outstanding to the central axis of said guide rail.
Compare many large-scale loop wheel machine integral hoisting technologies of prior art, technology of the present invention makes installation process safe and convenient, economical and efficient more, has improved the safety and the efficient of installation, has good economic benefit and social benefit.
In addition; The present invention has improved heavy type structure high-altitude butt joint construction technology, solves the problem of field condition restriction in the heavy type structure installation process, adopts to be somebody's turn to do the cover method and apparatus; Accomplish the safe and efficient and advanced technology of installation process, improved installation safety and stationarity greatly.
Should be appreciated that the above generality of the present invention is described and following detailed description all is exemplary and illustrative, and be intended to further explanation is provided for as claimed in claim the present invention.
Description of drawings
Accompanying drawing mainly is to be used to provide the present invention is further understood.Accompanying drawing shows embodiments of the invention, and plays the effect of explaining the principle of the invention with this manual.In the accompanying drawing:
Fig. 1 schematically shows the flow chart of heavy type structure of the present invention high-altitude docking calculation.
Fig. 2 schematically shows the primary structure of heavy type structure of the present invention high-altitude docking facilities.
The specific embodiment
Describe technical scheme of the present invention in detail below in conjunction with accompanying drawing.
Fig. 1 schematically shows the flow chart of heavy type structure of the present invention high-altitude docking calculation.Of Fig. 1, heavy type structure of the present invention high-altitude docking calculation 100 mainly comprises:
Step 101: utilize the synchronous hydraulic lift technique that two heavy type structures are winched in the air synchronously, be respectively arranged with first interfacing part and second interfacing part on the opposite side of wherein said two heavy type structures, said first interfacing part and said second interfacing part match each other;
Step 102: the butt joint of said first interfacing part and said second interfacing part is aimed at each other;
Step 103: drive said first interfacing part and go deep into said second interfacing part gradually;
Step 104: the horizontal orientation of said two heavy type structures of adjustment under the guiding of the guide rail of said second interfacing part; And
Step 105: in the back locking that is coupled fully of said first interfacing part and said second interfacing part, to realize both butt joints.
In step 101, preferably adopt 8 cylinder hydraulic pressure lift and sliding technologies, lifting process is remained steadily.
Preferably, in the present invention, said first interfacing part has a protruding butt joint, and said second interfacing part has a recessed butt joint.Like this, in above-mentioned step 105, be coupled the fully protruding butt joint that is meant said first interfacing part of said first interfacing part and said second interfacing part snaps in the recessed butt joint of second interfacing part of said second interfacing part fully.
Fig. 2 schematically shows the primary structure of heavy type structure of the present invention high-altitude docking facilities.As shown in Figure 2, heavy type structure of the present invention high-altitude docking facilities 200 is made up of first interfacing part 201 that matches each other and second interfacing part 202.
Said first interfacing part 201 further comprises: first body 203 and protruding butt joint 204.Wherein, first body 203 has first screw socket on the side of said first body.This first interfacing part 201 can be by this first screw socket and a heavy type structure bolted joints.Protruding butt joint 204 is positioned on the opposite side of said first body 203, and said protruding butt joint 204 comprises the plush copper and the neck that is connected with said first body 203 on top, and the diameter of wherein said plush copper is greater than the diameter of said neck, and is as shown in the figure.
In addition, said second interfacing part 202 comprises: second body 205 and recessed butt joint 206.Wherein, has second screw socket on the side of this second body 205.This second interfacing part 202 can be by this second screw socket and another heavy type structure bolted joints.Recessed butt joint 206 is positioned at the opposite side of said second body 205, and said recessed butt joint 206 has the guide rail 207 that can hold said protruding butt joint.
According to a preferred embodiment of the present invention, in this heavy type structure high-altitude docking facilities 200, said protruding butt joint 206 is a hollow, and is provided with an elastic component 209 in the cavity 208 of said protruding butt joint 206.
In addition, preferably, in above-mentioned heavy type structure high-altitude docking facilities 200, the guide rail of said recessed butt joint 206 is positioned at the shell of said recessed butt joint 206, and said guide rail 207 is an elastic body.When the plush copper of first interfacing part 201 was stuck in the said guide rail 207, this guide rail 207 flicked to both sides, and when neck is stuck in the said guide rail 207, resets, and is stuck in wherein securely with the butt joint with whole first interfacing part 201.This guide rail 207 has certain length, so that guide the horizontal direction adjustment of the heavy type structure of two butt joints.
According to another preferred embodiment of the invention, the side near said second body of said guide rail 207 further is provided with a spring.
In addition, in above-mentioned heavy type structure high-altitude docking facilities 200, the front end of said guide rail has a fastener, and said fastener is outstanding to the central axis of said guide rail 207.
The present invention can also adopt the computer control system technology in lifting and docking operation; Instruct through CAN bussing technique transmitting control; Full-automatic accomplish synchronization action, load balancing, attitude rectification, Stress Control, operation locking, process shows and multiple functions such as fault alarm, is that collection is mechanical, electrical, liquid, sensor, the computer controlled modernization control system that is formed on one.
Butt joint construction technology in heavy type structure of the present invention high-altitude has solved the problem of mounting condition restriction effectively, and operation is succinctly convenient, safe and reliable, has guaranteed installation safety and quality.Economical rationality simultaneously, advanced technology.Compare many large-scale loop wheel machine integral hoisting technologies, safe and convenient, economical and efficients more.Along with the widespread usage of heavy type structure, the field of heavy type structure installation at home and abroad has bigger development potentiality and economic advantages in the market, so market prospects are wide.
The foregoing description provides to those of ordinary skills and realizes or use of the present invention; Those of ordinary skills can be under the situation that does not break away from invention thought of the present invention; The foregoing description is made various modifications or variation; Thereby protection scope of the present invention do not limit by the foregoing description, and should be the maximum magnitude that meets the inventive features that claims mention.
Claims (7)
1. heavy type structure high-altitude docking calculation comprises:
Utilize the synchronous hydraulic lift technique that two heavy type structures are winched in the air synchronously, be respectively arranged with first interfacing part and second interfacing part on the opposite side of wherein said two heavy type structures, said first interfacing part and said second interfacing part match each other;
The butt joint of said first interfacing part and said second interfacing part is aimed at each other;
Drive said first interfacing part and go deep into said second interfacing part gradually;
The horizontal orientation of said two heavy type structures of adjustment under the guiding of the guide rail of said second interfacing part; And
In the back locking that is coupled fully of said first interfacing part and said second interfacing part, to realize both butt joints.
2. heavy type structure as claimed in claim 1 high-altitude docking calculation; It is characterized in that; Said first interfacing part has a protruding butt joint; Said second interfacing part has a recessed butt joint, and be coupled the fully protruding butt joint that is meant said first interfacing part of said first interfacing part and said second interfacing part snaps in the recessed butt joint of second interfacing part of said second interfacing part fully.
3. a heavy type structure high-altitude docking facilities is made up of first interfacing part that matches each other and second interfacing part, wherein:
Said first interfacing part comprises:
First body has first screw socket on one side of said first body;
Protruding butt joint is positioned on the opposite side of said first body, and said protruding butt joint comprises the plush copper and the neck that is connected with said first body on top, and the diameter of wherein said plush copper is greater than the diameter of said neck;
Said second interfacing part comprises:
Second body has second screw socket on one side of said second body;
Recessed butt joint is positioned at the opposite side of said second body, and said recessed butt joint has the guide rail that can hold said protruding butt joint.
4. heavy type structure as claimed in claim 3 high-altitude docking facilities is characterized in that said protruding butt joint is a hollow, and is provided with an elastic component in the cavity of said protruding butt joint.
5. heavy type structure as claimed in claim 3 high-altitude docking facilities is characterized in that the guide rail of said recessed butt joint is positioned at the shell of said recessed butt joint, and said guide rail is an elastic body.
6. heavy type structure as claimed in claim 3 high-altitude docking facilities is characterized in that, the side near said second body of said guide rail further is provided with a spring.
7. heavy type structure as claimed in claim 3 high-altitude docking facilities is characterized in that the front end of said guide rail has a fastener, and said fastener is outstanding to the central axis of said guide rail.
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Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
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CN108598999A (en) * | 2018-06-01 | 2018-09-28 | 中国电力科学研究院有限公司 | A kind of crossing frame docking facilities and crossing frame |
CN108649486A (en) * | 2018-06-01 | 2018-10-12 | 中国电力科学研究院有限公司 | A kind of crossing frame docking facilities and crossing frame |
CN108767735A (en) * | 2018-06-01 | 2018-11-06 | 中国电力科学研究院有限公司 | A kind of crossing frame and its installation method |
CN108808543A (en) * | 2018-06-01 | 2018-11-13 | 中国电力科学研究院有限公司 | A kind of crossing frame docking facilities and crossing frame |
CN113148573A (en) * | 2021-04-02 | 2021-07-23 | 江苏海胜智能装备科技有限公司 | Shuttle car rescue device |
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JP2011195328A (en) * | 2010-03-24 | 2011-10-06 | Taisei Corp | Carriage and heavy load installation method |
CN102251680A (en) * | 2011-06-03 | 2011-11-23 | 浙江精工钢结构有限公司 | Chained steel tube opening butting device and steel tube butting method |
CN102518312A (en) * | 2011-12-28 | 2012-06-27 | 中国海洋石油总公司 | Synchronous jacking accurate in-place installation process for large equipment |
CN102635242A (en) * | 2012-04-28 | 2012-08-15 | 中广核工程有限公司 | Construction method for butt joint operation for large I-shape beam |
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JP2011195328A (en) * | 2010-03-24 | 2011-10-06 | Taisei Corp | Carriage and heavy load installation method |
CN102102445A (en) * | 2011-03-09 | 2011-06-22 | 中国建筑第八工程局有限公司 | Partitioning lifting construction method for huge weld ball net rack |
CN102251680A (en) * | 2011-06-03 | 2011-11-23 | 浙江精工钢结构有限公司 | Chained steel tube opening butting device and steel tube butting method |
CN102518312A (en) * | 2011-12-28 | 2012-06-27 | 中国海洋石油总公司 | Synchronous jacking accurate in-place installation process for large equipment |
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Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
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CN108598999A (en) * | 2018-06-01 | 2018-09-28 | 中国电力科学研究院有限公司 | A kind of crossing frame docking facilities and crossing frame |
CN108649486A (en) * | 2018-06-01 | 2018-10-12 | 中国电力科学研究院有限公司 | A kind of crossing frame docking facilities and crossing frame |
CN108767735A (en) * | 2018-06-01 | 2018-11-06 | 中国电力科学研究院有限公司 | A kind of crossing frame and its installation method |
CN108808543A (en) * | 2018-06-01 | 2018-11-13 | 中国电力科学研究院有限公司 | A kind of crossing frame docking facilities and crossing frame |
CN108649486B (en) * | 2018-06-01 | 2022-06-10 | 中国电力科学研究院有限公司 | Crossing structure interfacing apparatus and crossing structure |
CN108808543B (en) * | 2018-06-01 | 2022-06-21 | 中国电力科学研究院有限公司 | Crossing structure interfacing apparatus and crossing structure |
CN113148573A (en) * | 2021-04-02 | 2021-07-23 | 江苏海胜智能装备科技有限公司 | Shuttle car rescue device |
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Address after: 200949 No. 8415 Hu Tai Road, Shanghai, Baoshan District Patentee after: Shanghai General Construction Engineering Co., Ltd. Address before: 200949 No. 8415 Hu Tai Road, Shanghai, Baoshan District Patentee before: Shanghai General Metal Structure Engineering Co.,Ltd. |