CN203755175U - Bridge steel box girder hoisting device under sea and landintersecting environment - Google Patents

Bridge steel box girder hoisting device under sea and landintersecting environment Download PDF

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Publication number
CN203755175U
CN203755175U CN201420104370.5U CN201420104370U CN203755175U CN 203755175 U CN203755175 U CN 203755175U CN 201420104370 U CN201420104370 U CN 201420104370U CN 203755175 U CN203755175 U CN 203755175U
Authority
CN
China
Prior art keywords
cable
steel box
hoisting
barge
box girder
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.)
Expired - Lifetime
Application number
CN201420104370.5U
Other languages
Chinese (zh)
Inventor
郭跃熹
周政
李瑞卿
郑楠
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.)
Middle Friendship Three Gong Ju Bridge Tunnel Engineering Co Ltd
Original Assignee
Middle Friendship Three Gong Ju Bridge Tunnel Engineering 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 Middle Friendship Three Gong Ju Bridge Tunnel Engineering Co Ltd filed Critical Middle Friendship Three Gong Ju Bridge Tunnel Engineering Co Ltd
Priority to CN201420104370.5U priority Critical patent/CN203755175U/en
Application granted granted Critical
Publication of CN203755175U publication Critical patent/CN203755175U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

The utility model discloses a bridge steel box girder hoisting device under the sea and land intersecting environment. The bridge steel box girder hoisting device comprises a marine bearing platform, a tower arranged on the marine bearing platform, a cable bearing crane, a barge and a track rope. The cable bearing crane is hoisted on the tower through the track rope, the cable bearing crane and the barge are respectively provided with a GPS locating instrument, and the cable bearing crane is formed by a winch, a hoisting cable clamp, a hoisting cable and a hoisting pulley. The winch is arranged at the top of the tower and drives the hoisting pulley through a traction rope, and the hoisting pulley is formed by a fixed pulley assembly, a movable pulley assembly, a steering pulley assembly and a beam. According to the bridge steel box girder hoisting device, the cable bearing mechanism and the barge are respectively provided with the GPS locating instrument, and the cable bearing mechanism and the barge can be accurately positioned, so that hoisting can be performed successfully at one time, and the engineering amount is greatly reduced. The bridge steel box girder hoisting device is simple and reasonable in structure and convenient to popularize and apply.

Description

Lifting device for steel box girders of bridge under the staggered environment in a kind of extra large land
Technical field
The utility model relates to a kind of steel case beam hanging apparatus, is specifically related to the lifting device for steel box girders of bridge under the staggered environment in a kind of extra large land.
Background technology
Deck unit erection gantry is used for greatly the suspension bridge case beam stage and rises and re-mount, as steel case beam stage or concrete box girder segment.It is supporting point that deck unit erection gantry normally relies on the two root architecture main push-towing ropes that suspension bridge is installed in advance, vertical-lift box girder segment under employing main push-towing rope, and articulate with the hoist cable on main push-towing rope, in the time that this structure lifts for marine steel case beam, because Bridge at Sea height is higher, can cause Hoisting Position inaccuracy, repeatedly lifting, brings unnecessary trouble thus.
Utility model content
Goal of the invention of the present utility model is:
Provide under the staggered environment in a kind of extra large land, can accurately lift lifting device for steel box girders of bridge.
The technical solution of the utility model is:
Design the lifting device for steel box girders of bridge under the staggered environment in a kind of extra large land, comprise Offshore Pile Cap, pylon disposed thereon, deck unit erection gantry, barge, bearer cable, deck unit erection gantry is hung on pylon by bearer cable, on deck unit erection gantry and barge, be equipped with GPS location instrument, deck unit erection gantry is made up of hoist engine, hoist cable cord clip, hoist cable and a hanging pulley, hoist engine is located at tower top, drives lifting coaster by pull rope, plays hanging pulley and forms by determining fly block group and corner block group and crossbeam.
Further, described hoist engine is lifting hoist engine, and its crane capacity is 4800kN.
The beneficial effects of the utility model are:
1) on barge and cable mounted mechanism, be equipped with GPS location instrument, can accurately determine the two position, making is once Liftable success, has greatly saved engineering quantity;
2) the utility model apparatus structure is simple, and structure rationally, easy to utilize.
Brief description of the drawings
Below in conjunction with drawings and Examples, the present invention is described in further detail.
Fig. 1 the utility model apparatus structure schematic diagram;
Fig. 2 lifts by crane pulley structure schematic diagram.
The concrete meaning of number in the figure is: 1. Offshore Pile Cap, 2. pylon, 3. barge, 4. hoist engine, 5. steel case beam, 6 hoist cable cord clips, 7. hoist cable, 8. pull rope, 9 hanging pulley, 10.GPS location instrument, 11. crossbeams, 12. fixed pulleys, 13. movable pulley, 14. bearer cables.
Detailed description of the invention
Referring to Fig. 1, Fig. 2, it shown in figure, is the lifting device for steel box girders of bridge under the staggered environment in a kind of extra large land, comprise Offshore Pile Cap 1, pylon 2 disposed thereon, deck unit erection gantry, barge 3, bearer cable 14, deck unit erection gantry is hung on pylon 2 by bearer cable 14, on described deck unit erection gantry and barge 3, be equipped with GPS location instrument 10, deck unit erection gantry is by hoist engine 4, hoist cable cord clip 6, hoist cable 7 and a hanging pulley 9 form, hoist engine 4 is located at pylon 2 tops, drive hanging pulley 9 by pull rope 8, described hanging pulley 9 is made up of fixed pulley 12 and 13 groups of fly blocks and crossbeam 11, further, described hoist engine 4 is lifting hoist engine, its crane capacity is 4800kN.
By reference to the accompanying drawings the preferred detailed description of the invention of the utility model and embodiment are explained in detail above, but the utility model is not limited to the above-described embodiment and examples, in the ken possessing those skilled in the art, can also make without departing from the concept of the premise utility various variations.

Claims (2)

1. the lifting device for steel box girders of bridge under the staggered environment in extra large land, comprise Offshore Pile Cap, pylon disposed thereon, deck unit erection gantry, barge, bearer cable, deck unit erection gantry is hung on pylon by bearer cable, it is characterized in that: on described deck unit erection gantry and barge, be equipped with GPS location instrument, described deck unit erection gantry is made up of hoist engine, hoist cable cord clip, hoist cable and a hanging pulley, hoist engine is located at tower top, drives lifting coaster by pull rope, and described hanging pulley is made up of fixed pulley, movable pulley and crossbeam.
2. the lifting device for steel box girders of bridge under the staggered environment in a kind of extra large land according to claim 1, is characterized in that: described hoist engine is lifting hoist engine, and its crane capacity is 4800kN.
CN201420104370.5U 2014-03-10 2014-03-10 Bridge steel box girder hoisting device under sea and landintersecting environment Expired - Lifetime CN203755175U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420104370.5U CN203755175U (en) 2014-03-10 2014-03-10 Bridge steel box girder hoisting device under sea and landintersecting environment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420104370.5U CN203755175U (en) 2014-03-10 2014-03-10 Bridge steel box girder hoisting device under sea and landintersecting environment

Publications (1)

Publication Number Publication Date
CN203755175U true CN203755175U (en) 2014-08-06

Family

ID=51250472

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420104370.5U Expired - Lifetime CN203755175U (en) 2014-03-10 2014-03-10 Bridge steel box girder hoisting device under sea and landintersecting environment

Country Status (1)

Country Link
CN (1) CN203755175U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107117522A (en) * 2017-06-20 2017-09-01 中国五冶集团有限公司 Steel box-girder Lift-on/Lift-off System and hanging method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107117522A (en) * 2017-06-20 2017-09-01 中国五冶集团有限公司 Steel box-girder Lift-on/Lift-off System and hanging method

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CX01 Expiry of patent term
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Granted publication date: 20140806