CN209112393U - A kind of super-container vessel lashing bridge structure - Google Patents
A kind of super-container vessel lashing bridge structure Download PDFInfo
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- CN209112393U CN209112393U CN201821816001.3U CN201821816001U CN209112393U CN 209112393 U CN209112393 U CN 209112393U CN 201821816001 U CN201821816001 U CN 201821816001U CN 209112393 U CN209112393 U CN 209112393U
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Abstract
The utility model discloses a kind of super-container vessel lashing bridge structures, it is successively arranged the first current platform from the bottom to top, second current platform, third passage platform, first binding platform, second binding platform, top binds platform, first current platform, second current platform, third passage platform, first binding platform, second binding platform, square tube one is welded on the outside of top binding platform, one bottom of square tube is equipped with pillar, first binding platform, second binding platform, top binding platform, which runs through, is welded with square tube two, first current platform, second current platform, third passage platform, first binding platform, second binding platform, top binding platform, which runs through, is welded with square tube three.The utility model is arranged by reasonable structure, greatly reduce portion's material number and mitigates construction weight, a frame+diagonal brace+bracket simple structure form is formd, obtains that a kind of manufacturing process is simple, safety of structure is got well and is able to satisfy the lashing bridge structure that super-container vessel binding needs.
Description
Technical field
The utility model belongs to lashing bridge design field, and in particular to a kind of lashing bridge knot of super-container vessel
Structure.
Background technique
Currently, since unit price and minimum charge are at low cost, favor of the super-container vessel increasingly by market,
Container ship constantly develops towards large direction.For super-container vessel, the deck stacking container number of plies is generally
11 layers even 12 layers, with the roll and pitch of ship horizontal and vertical movement can occur for these bins, only lean on deck and cabin
Binding piece in lid be not able to satisfy the container preloading number of plies and heap weight requirement, it is therefore desirable to using multilayer lashing bridge come into
Row system is solid.Lashing bridge can utmostly utilize deck loading ability, improve most raft weight and improve heap redistribution, be convenient for people
Member is current and carries out binding operation.Lashing bridge is the key equipment of super-container vessel, presently, there are Large Container Ship
The universal manufacturing process complexity of lashing bridge it is cumbersome, construction is inconvenient, construction weight is heavier, manufacturing cost is higher.
Utility model content
Purpose of utility model: purpose of the utility model is to solve deficiencies in the prior art, provide a kind of novel
Super-container vessel lashing bridge, structure type is simple, and weight is lighter, and more rigid, non-deformability is stronger, construction more
It is convenient, extraordinary it can meet requirement.
Technical solution: a kind of super-container vessel lashing bridge structure described in the utility model, including the first passage are flat
Platform, the second current platform, third passage platform, the first binding platform, the second binding platform, top binding platform, square tube one, side
Pipe two, square tube three, square tube four, binding eye plate, pillar；It is successively arranged the first current platform, the second current platform, the from the bottom to top
Three current platforms, the first binding platform, the second binding platform, top bind platform, the described first current platform, second current flat
Platform, third passage platform, the first binding platform, the second binding platform, top binding platform outboard end, which run through, is welded with square tube one,
One bottom of square tube is equipped with pillar, and the first binding platform, the second binding platform, top binding platform, which run through, is welded with square tube
Two, the described first current platform, the second current platform, third passage platform, the first binding platform, the second binding platform, top
Binding platform is through square tube three is welded with, and through square tube four is welded with, described first is tied up for the first binding platform, the second binding platform
Bundle platform, the second binding platform, top, which are bound, is equipped with binding eye plate in the square tube on platform.
Further, it is equipped with and adds between the square tube one and square tube two on the first binding platform, the second binding platform
Strong component one.
Further, the square tube three, square tube four are fixedly mounted along beam direction interval.
Further, divide between the square tube three, square tube four and between the first binding platform and the second binding platform
It Han Jie not stiffener two.
Further, slanting square tube five, square tube six, the square tube five, square tube are respectively equipped between adjacent side cross tube three
Six be in " A " font.
Further, deep bracket one, reinforcement is respectively welded in end junction in the square tube five, square tube six and square tube three
Bracket two.
Further, between the described first current platform and the second current platform, the second current platform and third passage are flat
Between platform, between third passage platform and the first binding platform, between the first binding platform and the second binding platform, the second binding
Vertical ladder is respectively welded between platform and top binding platform.
The utility model has the advantages that the utility model passes through reasonable structure cloth according to super-container vessel lashing bridge stress condition
It sets, lashing bridge structure is optimized, greatly reduce portion's material number and mitigate construction weight, form a frame+diagonal brace+bracket
Simple structure form, further facilitated field operation.Then Strength co-mputation and fine-structure mesh case analysis are carried out by finite element, it is right
It is larger in local stress and deform biggish structure and carry out local reinforcement, finally it is less than structural stress and takes stress value, thus
Obtain that a kind of manufacturing process is simple, safety of structure is got well and is able to satisfy the lashing bridge structure that super-container vessel binding needs.
Detailed description of the invention
Fig. 1 is the front view of the utility model lashing bridge；
Fig. 2 is the rear main view of the utility model lashing bridge；
Fig. 3 is the left view of the utility model lashing bridge；
Fig. 4 is the top view of the utility model lashing bridge.
Specific embodiment
The technical solution of the utility model is described in further detail combined with specific embodiments below.
A kind of super-container vessel lashing bridge structure as shown in fig. 1 to fig. 4, including the first current platform 1, second are logical
Row platform 2, third passage platform 3, first bind platform 4, second and bind platform 5, top binding platform 6, square tube 1, square tube
28, square tube 3 11, square tube 4 12, binding eye plate 17, pillar 18；It is logical that it is successively arranged the first current platform 1, second from the bottom to top
Row platform 2, third passage platform 3, first bind platform 4, second and bind platform 5, top binding platform 6, and described first is current
Platform 1, second passes through, and platform 2, third passage platform 3, first bind the binding of platform 4, second platform 5, top is bound outside platform 6
Side end is equipped with pillar 18 through square tube 1, one 7 bottom of square tube is welded with, and the first binding binding of platform 4, second is flat
Platform 5, top binding platform 6, which run through, is welded with square tube 28, the described first current platform 1, second current platform 2, third passage platform
3, the first binding platform 4, second binds platform 5, top binding platform 6 through square tube 3 11 is welded with, and described first binds platform
4, the second binding platform 5 is through square tube 4 12 is welded with, and the first binding platform 4, second binds platform 5, top binds platform 6
On square tube on be equipped with binding eye plate 17.
As advanced optimizing for above-described embodiment:
Preferably, it in order to enhance the integral strength of lashing bridge, is bound on platform 5 in the first binding platform 4, second
Stiffener 1 is equipped between square tube 1 and square tube 28.
Preferably, the square tube 3 11, square tube 4 12 are fixedly mounted along beam direction interval.
Preferably, it in order to enhance the integral strength of lashing bridge, is tied up between the square tube 3 11, square tube 4 12 and first
It pricks between platform 4 and the second binding platform 5 and stiffener 2 10 is respectively welded.
Preferably, in order to enhance lashing bridge integral strength and resist it is shear-deformable, between adjacent side cross tube 3 11 respectively
Equipped with slanting square tube 5 13, square tube 6 14, the square tube 5 13, square tube 6 14 are in " A " font.
Preferably, in order to enhance the local strength of lashing bridge, the square tube 5 13, square tube 6 14 and square tube 3 11 are in end
Deep bracket 1, deep bracket 2 16 is respectively welded in junction.
Preferably, between the described first current platform 1 and the second current platform 2, the second current platform 2 and third passage are flat
Between platform 3, between third passage platform 3 and the first binding platform 4, between the first binding platform 4 and the second binding platform 5, the
Vertical ladder 19 is respectively welded between two binding platforms 5 and top binding platform 6.
Above-mentioned each square tube parameter is as follows:
Square tube material: the similar products such as common mild steel, including MS, domestic corresponding Q235；The similar products such as HT32；HT36 etc.
Similar product；The similar products such as HT40；The similar products such as HT47；
Box Section size: long: 150mm ~ 800mm wide: 150mm ~ 800mm；
Square tube thickness: 4mm ~ 30mm.
The working principle of specific embodiment in the utility model: the first current current platform 2 of platform 1, second, third are logical
Row platform 3, first, which binds platform 4, second and binds between platform 5 and top binding platform 6, has vertical ladder 19 to be connected, and work people
Member can reach the first binding platform 4, second binding platform 5 by vertical ladder 19 and top binds platform 6 and carries out binding operation,
Binding bar one end is tied up on binding eye plate 17, the other end is bound on container foot.
In present embodiment, square tube 1, square tube 3 11 is to form structural framing, and resisting structure deforms, first
The current current platform 2 of platform 1, second, third passage platform 3 is current in order to facilitate the operation of personnel, and vertical ladder 19 is in order to facilitate the operation
Personnel climb up, and are operated to lead to each platform, and the first binding platform 4, second binds platform 5 and top binding is flat
In order to provide the operator operating space bound, square tube 5 13, square tube 6 14 become platform 6 in order to resist the shearing of lashing bridge
Shape, deep bracket 1, deep bracket 2 16 are concentrated to reduce structure partial stress, stiffener 1, stiffener 2 10
The deformation of stress raisers and resisting structure can be reduced, the binding effect of eye plate 17 is connection lashing equipment, is played to collection
The binding of vanning acts on.
The utility model is arranged, to binding according to super-container vessel lashing bridge stress condition by reasonable structure
Bridge structure optimizes, and greatly reduces portion's material number and mitigates construction weight, forms a frame+simple knot of diagonal brace+bracket
Configuration formula, has further facilitated field operation.Then Strength co-mputation and fine-structure mesh case analysis are carried out by finite element, part is answered
Power is larger and deforms biggish structure progress local reinforcement, is finally less than structural stress and takes stress value, to obtain one kind
Manufacturing process is simple, safety of structure is good and is able to satisfy the lashing bridge structure that super-container vessel binding needs.
The above descriptions are merely preferred embodiments of the present invention, not makees in any form to the utility model
Limitation be not intended to limit the utility model although the utility model has been disclosed with preferred embodiment as above, it is any ripe
Professional and technical personnel is known, is not being departed within the scope of technical solutions of the utility model, when in the technology using the disclosure above
Hold the equivalent embodiment made a little change or be modified to equivalent variations, but all without departing from technical solutions of the utility model
Hold, any simple modification, equivalent change and modification made by the above technical examples according to the technical essence of the present invention, still
It is within the scope of the technical solutions of the present invention.
Claims (7)
1. a kind of super-container vessel lashing bridge structure, it is characterised in that: pass through including first current platform (1), second flat
Platform (2), third passage platform (3), the first binding platform (4), the second binding platform (5), top bind platform (6), square tube one
(7), square tube two (8), square tube three (11), square tube four (12), binding eye plate (17), pillar (18)；It is successively arranged from the bottom to top
One current platform (1), second current platform (2), third passage platform (3), the first binding platform (4), the second binding platform
(5), top binding platform (6), described first current platform (1), the second current platform (2), third passage platform (3), first
Binding platform (4), the second binding platform (5), top binding platform (6) outboard end, which run through, is welded with square tube one (7), the square tube
One (7) bottom is equipped with pillar (18), and first binding platform (4), the second binding platform (5), top binding platform (6) run through
It is welded with square tube two (8), described first current platform (1), second current platform (2), third passage platform (3), the first binding are flat
Platform (4), the second binding platform (5), top binding platform (6), which run through, is welded with square tube three (11), first binding platform (4),
Second binding platform (5) is tied up through square tube four (12), first binding platform (4), the second binding platform (5), top is welded with
Binding eye plate (17) is equipped in the square tube pricked on platform (6).
2. a kind of super-container vessel lashing bridge structure according to claim 1, it is characterised in that: tied up described first
Stiffener one (9) is equipped between square tube one (7) and square tube two (8) on bundle platform (4), the second binding platform (5).
3. a kind of super-container vessel lashing bridge structure according to claim 1, it is characterised in that: the square tube three
(11), square tube four (12) is fixedly mounted along beam direction interval.
4. a kind of super-container vessel lashing bridge structure according to claim 1, it is characterised in that: in the square tube three
(11), stiffener two is respectively welded between square tube four (12) and between the first binding platform (4) and the second binding platform (5)
(10).
5. a kind of super-container vessel lashing bridge structure according to claim 1, it is characterised in that: adjacent side cross tube three
(11) slanting square tube five (13), square tube six (14) are respectively equipped between, the square tube five (13), square tube six (14) are in " A " word
Type.
6. a kind of super-container vessel lashing bridge structure according to claim 1, it is characterised in that: the square tube five
(13), deep bracket one (15), deep bracket two (16) is respectively welded in end junction with square tube three (11) in square tube six (14).
7. a kind of super-container vessel lashing bridge structure according to claim 1, it is characterised in that: described first is current
Between platform (1) and second current platform (2), between second current platform (2) and third passage platform (3), third passage is flat
Between platform (3) and the first binding platform (4), between the first binding platform (4) and the second binding platform (5), the second binding platform
(5) vertical ladder (19) are respectively welded between top binding platform (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821816001.3U CN209112393U (en) | 2018-11-06 | 2018-11-06 | A kind of super-container vessel lashing bridge structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821816001.3U CN209112393U (en) | 2018-11-06 | 2018-11-06 | A kind of super-container vessel lashing bridge structure |
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| CN209112393U true CN209112393U (en) | 2019-07-16 |
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ID=67203845
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| CN201821816001.3U Active CN209112393U (en) | 2018-11-06 | 2018-11-06 | A kind of super-container vessel lashing bridge structure |
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| CN111098982A (en) * | 2019-12-20 | 2020-05-05 | 中国船舶工业集团公司第七0八研究所 | Lashing bridge structure of large container ship |
| CN111929017A (en) * | 2020-07-29 | 2020-11-13 | 上海交通大学 | Method for testing mechanical behavior of binding bridge structure of ultra-large container ship |
| CN112298462A (en) * | 2020-10-28 | 2021-02-02 | 上海东鼎钢结构有限公司 | Binding bridge combined upright post suitable for container ship |
| KR20210072894A (en) * | 2019-12-09 | 2021-06-18 | 삼성중공업 주식회사 | Lashing bridge |
| KR20210072892A (en) * | 2019-12-09 | 2021-06-18 | 삼성중공업 주식회사 | Lashing bridge |
| KR20210072880A (en) * | 2019-12-09 | 2021-06-18 | 삼성중공업 주식회사 | Lashing bridge |
| KR20210072891A (en) * | 2019-12-09 | 2021-06-18 | 삼성중공업 주식회사 | Lashing bridge |
| KR20210072890A (en) * | 2019-12-09 | 2021-06-18 | 삼성중공업 주식회사 | Lashing bridge |
| KR20210072882A (en) * | 2019-12-09 | 2021-06-18 | 삼성중공업 주식회사 | Lashing bridge |
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| KR20210072895A (en) * | 2019-12-09 | 2021-06-18 | 삼성중공업 주식회사 | Lashing bridge |
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| CN111929017A (en) * | 2020-07-29 | 2020-11-13 | 上海交通大学 | Method for testing mechanical behavior of binding bridge structure of ultra-large container ship |
| CN112298462B (en) * | 2020-10-28 | 2022-06-24 | 上海东鼎钢结构有限公司 | Binding bridge combined upright post suitable for container ship |
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