CN207450156U - Harbour overhangs operation hanger structure - Google Patents

Harbour overhangs operation hanger structure Download PDF

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Publication number
CN207450156U
CN207450156U CN201721486166.4U CN201721486166U CN207450156U CN 207450156 U CN207450156 U CN 207450156U CN 201721486166 U CN201721486166 U CN 201721486166U CN 207450156 U CN207450156 U CN 207450156U
Authority
CN
China
Prior art keywords
ballast box
operation path
overhangs
suspension centre
hanger structure
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 - Fee Related
Application number
CN201721486166.4U
Other languages
Chinese (zh)
Inventor
何剑鸣
孟进
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.)
Jiangsu New Yangzi Shipbuilding Co Ltd
Original Assignee
Jiangsu New Yangzi Shipbuilding 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 Jiangsu New Yangzi Shipbuilding Co Ltd filed Critical Jiangsu New Yangzi Shipbuilding Co Ltd
Priority to CN201721486166.4U priority Critical patent/CN207450156U/en
Application granted granted Critical
Publication of CN207450156U publication Critical patent/CN207450156U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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  • Load-Engaging Elements For Cranes (AREA)

Abstract

The utility model is related to a kind of harbours to overhang operation hanger structure.It includes:Ballast box, operation path, ballast box includes suspension centre, otic placode, side plate, top plate, bottom plate, is connected by suspension centre with crane, and other end weldering connects operation path, operation path includes railing, channel steel, angle steel, bracket, and end position is banded with anticollision rubber and prevents from destroying ship paint.When suspension hook is sling, due to the one end of overall structure center of gravity deviation with ballast box, so the other end will be cantilevered out, thus cantilevered out end can be stretched into recess in hull and constructed from suspension centre farther out.The utility model use cost is low, and working environment is comparatively safe, and improves work efficiency.

Description

Harbour overhangs operation hanger structure
Technical field
The utility model is related to a kind of harbour overhang operation hanger structure, especially it is a kind of facilitate ship go to dock after head and the tail The harbour overhanging operation hanger structure of the patch work of interior recess.
Background technology
At present, shipbuilding period is tight, and after ship goes to dock, ship plank or initial and tail sections still some need of work carry out, For example the work such as the fixed plate of rudder blade are fixed in paint repairing, dismounting afterbody.Harbour is typically equipped with gate seat machine crane, and topside is repaiied The work such as benefit can be hung a safe hanging cage by crane and be completed, but because ship head and the tail are indents, the hanging cage that crane is hung can not stretch Enter at interior depressed portions construction.At this point, general shipyard can carry out operation using canoe into these work-yards, but due to canoe It is difficult to control in stormy waves, dock operation ship can be collided instead, cause new damage.And due to the limitation of canoe height, Operating personnel not necessarily just gets at work surface, can not complete the work such as repairing.
Utility model content
To solve the above-mentioned problems, the purpose of the utility model is to provide a kind of low-cost high-efficiencies and comparatively safe Harbour overhangs operation hanger structure.
The technical scheme in the invention for solving the above technical problem is:A kind of harbour overhangs operation hanger structure, It is characterized in that:Including:Ballast box, operation path;Crane slings whole device, the weldering of ballast box one end by the suspension centre on ballast box An even operation path, the one end of overall structure center of gravity deviation with ballast box when slinging, the other end is cantilevered out, will away from suspension centre Cantilevered out end stretches into recess in hull and can construct.
The ballast box includes suspension centre, otic placode, side plate, top plate, bottom plate, is connected by suspension centre with crane, and other end weldering connects Operation path.
The operation path includes railing, channel steel, angle steel, bracket, the railing shape that ballast box and other three faces upper ends are equipped with Into a Safety operation platform with fence;Operation path end position is banded with anticollision rubber.
The side of the operation path forms stable triangle structure to ensure the firm of passage equipped with channel steel, angle steel and bracket Property.
The operation path end sets movable railing, and staff is facilitated to pass in and out.
Due to the utilization of above-mentioned technical proposal, the utility model has following advantageous effect compared with prior art:
The utility model can be with any position operation of recess in arrived ship body, and use cost is lower than canoe, building ring Border is comparatively safe, and work efficiency also greatly improves.
Description of the drawings
Fig. 1 is the main structure figure of the utility model embodiment.
Fig. 2 is the overlooking structure figure of the utility model embodiment.
Fig. 3 is the sectional structure chart of the utility model embodiment.
Fig. 4 is the hinge arrangement figure of the utility model embodiment.
Fig. 5 is the operating diagram of the utility model embodiment.
Wherein:1. railing, 2. channel steels, 3. brackets, 4. angle steel, 5. round steel, 6. rhombus nets, 7. otic placodes, 8. side plates, 9. tops Plate, 10. bottom plates, 11. eye plates.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing embodiment.
Refering to Fig. 1 and Fig. 2, a kind of harbour overhangs operation hanger structure, including ballast box and operation path.The ballast box Including suspension centre, otic placode, side plate, top plate, bottom plate, many eyelets are equipped with 3.4t, ballast box is weighed about using clout, are to hang Point is connected by suspension centre with crane, and other end weldering connects operation path.The operation path is the rectangular parallelepiped structure of no top surface, Including the two sides upper end that railing, channel steel, angle steel, bracket and ballast box are connected equipped with non-floating rail, and that face of end is movable column Bar;The side and bottom surface of operation path just have the structures such as channel steel to fix every 1m, and thus each face forms 7 rectangles, each Four angles of rectangle are designed with bracket, by the lower end on one side of the separate ballast box of operation path, it is every equipped with Bolted angle connection It is a rectangular diagonal, it is ensured that the rigidity of passage.Operation path end position is banded with anticollision rubber, prevents from accidentally damaging Hinder hull.
Operation principle:
Referring to Fig. 5, crane is connected by the suspension centre on ballast box, different suspension centre liftings may be selected, it is ensured that on platform Operating personnel works in the hanger of relative level, comparatively safe to feel.The weldering of the ballast box other end connects a work for carrying guardrail Industry passage, passage end are equipped with movable railing, staff are facilitated to pass in and out.Operation path end position is banded with anticollision rubber, It prevents from accidentally damaging hull.Addition counterweight mode is paid attention to before operation, 100kg weights is put right overhead in hanger before addition, works as addition Until hanger just keeps balance.When suspension hook is sling, due to the one end of overall structure center of gravity deviation with ballast box, so separately One end is cantilevered out also to keep balancing, thus staff can stretch into cantilevered out end recess in hull and construct from suspension centre farther out. Under the cooperation of crane and the cable wind rope manually pulled, the fixed hanger position of adjustment can be facilitated so that hanger can reach hull Any position operation of interior recess.Use canoe mode compared with prior art, the utility model reduce cost and improve work Make efficiency, working environment is also comparatively safe.
In addition to the implementation, the utility model has further included other embodiment, all to use equivalents or equivalent The technical solution that substitute mode is formed, should all fall within the protection domain of the utility model claims.

Claims (5)

1. a kind of harbour overhangs operation hanger structure, it is characterised in that:Including:Ballast box, operation path;Crane passes through ballast box On suspension centre sling whole device, ballast box one end weldering even operation path, overall structure center of gravity deviation is with matching somebody with somebody when slinging One end of loaded van, the other end is cantilevered out, and away from suspension centre, cantilevered out end is stretched into recess in hull to construct.
2. harbour according to claim 1 overhangs operation hanger structure, it is characterised in that:The ballast box include suspension centre, Otic placode, side plate, top plate, bottom plate are connected by suspension centre with crane, and other end weldering connects operation path.
3. harbour according to claim 1 overhangs operation hanger structure, it is characterised in that:The operation path includes column The railing that bar, channel steel, angle steel, bracket, ballast box and other three faces upper ends are equipped with forms a Safety operation platform with fence; Operation path end position is banded with anticollision rubber.
4. harbour according to claim 3 overhangs operation hanger structure, it is characterised in that:The side of the operation path is set There are channel steel, angle steel and bracket to form stable triangle structure to ensure rigidly fixing for passage.
5. harbour according to claim 3 overhangs operation hanger structure, it is characterised in that:The operation path end is set For movable railing, staff is facilitated to pass in and out.
CN201721486166.4U 2017-11-09 2017-11-09 Harbour overhangs operation hanger structure Expired - Fee Related CN207450156U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721486166.4U CN207450156U (en) 2017-11-09 2017-11-09 Harbour overhangs operation hanger structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721486166.4U CN207450156U (en) 2017-11-09 2017-11-09 Harbour overhangs operation hanger structure

Publications (1)

Publication Number Publication Date
CN207450156U true CN207450156U (en) 2018-06-05

Family

ID=62254610

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721486166.4U Expired - Fee Related CN207450156U (en) 2017-11-09 2017-11-09 Harbour overhangs operation hanger structure

Country Status (1)

Country Link
CN (1) CN207450156U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112061341A (en) * 2020-08-13 2020-12-11 沪东中华造船(集团)有限公司 Tilting bucket tool and using method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112061341A (en) * 2020-08-13 2020-12-11 沪东中华造船(集团)有限公司 Tilting bucket tool and using method thereof

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GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20180605

CF01 Termination of patent right due to non-payment of annual fee