CN208802104U - Aerial structure peculiar to vessel - Google Patents
Aerial structure peculiar to vessel Download PDFInfo
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- CN208802104U CN208802104U CN201821323479.2U CN201821323479U CN208802104U CN 208802104 U CN208802104 U CN 208802104U CN 201821323479 U CN201821323479 U CN 201821323479U CN 208802104 U CN208802104 U CN 208802104U
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Abstract
The utility model relates to a kind of aerial structures peculiar to vessel, including platform structure and step structure；Platform structure includes the top plate set gradually along depth direction and bottom plate plate, and the head end of top plate and bottom plate plate is connect with hull stern transom plate respectively, and the tail end of top plate and bottom plate plate passes through end plate connection；Several lateral partitions are set along captain direction between top plate and bottom plate plate；The tail portion of top plate is staggered floor construction, is connect by one piece of lateral partitions with bottom plate plate at staggered floor construction, the small bracket in several longitudinal directions is arranged under the top plate of staggered floor construction, the big bracket in several longitudinal directions is arranged under the top plate before staggered floor construction；Step structure is set in top plate, and height is lower than main ship deck, and step structure includes vertical stepped plate and horizontal bench plate, wherein one piece of lateral partitions is arranged in the underface of the vertical stepped plate to intersect vertically with top plate.The utility model is established between main deck and the water surface, can be used as emergency management and rescue channel, realizes danger patient's Quick rescue and transhipment.
Description
Technical field
The utility model relates to hull structural design technical fields, and in particular to a kind of aerial structure peculiar to vessel.
Background technique
Usually small-sized emergency management and rescue speedboat needs to meet the Quick rescue of danger patient and the function of transhipment, but due to ship
Main deck to be higher by the water surface more, it is more difficult to meet rescue personnel and the patient that endangers it is quick above and below requirement.Therefore it needs in master
An emergency management and rescue channel is established between deck and the water surface, facilitates personnel's ships and light boats up and down.
Utility model content
The technical problem to be solved by the present invention is to be directed to above-mentioned existing small-sized emergency management and rescue of the existing technology
Speedboat is difficult to meet quickly the deficiency of ships and light boats up and down, provides a kind of aerial structure peculiar to vessel, it establish main deck and the water surface it
Between, it can be used as emergency management and rescue channel, realize danger patient's Quick rescue and transhipment.
The utility model is technical solution used by solving technical problem set forth above are as follows:
A kind of aerial structure peculiar to vessel, the aerial structure setting peculiar to vessel is on the outside of hull stern transom plate, the stern peculiar to vessel
Platform structure includes platform structure and step structure；The platform structure includes the top set gradually from top to bottom along depth direction
The head end of plate plate and bottom plate plate, the top plate and bottom plate plate is connect with hull stern transom plate respectively, the tail of top plate and bottom plate plate
End passes through end plate connection；Several lateral partitions are set along captain direction between the top plate and bottom plate plate；The top plate
Tail portion is staggered floor construction, is connect by one piece of lateral partitions with bottom plate plate at staggered floor construction, is arranged under the top plate of staggered floor construction
The big bracket in several longitudinal directions is arranged under the top plate before staggered floor construction in several small brackets in longitudinal direction；The step structure is set to described
In top plate, height is lower than main ship deck, and the step structure includes vertical stepped plate and horizontal bench plate, wherein with top
One piece of lateral partitions is arranged in the underface for the vertical stepped plate that plate plate intersects vertically.
In above scheme, the platform structure further includes that top plate indulges bone and the vertical bone of bottom plate, and the top plate indulges bone and is installed on institute
It states below top plate, the bottom plate indulges bone and is installed on the upper surface of described bottom plate plate；The top plate indulges bone and bottom plate indulges bone along ship
Length direction is set between stern transom plate and lateral partitions and two neighboring lateral partitions, is evenly arranged in phase along beam direction
Between adjacent two big brackets in longitudinal direction.
In above scheme, the head end of the vertical bone of the top plate and the vertical bone of bottom plate passes through bracket respectively and effectively connect with stern transom plate.
It is vertically-mounted on the big bracket in longitudinal direction to have a bracket stiffener in above scheme, the bracket stiffener it is upper and lower
Bone is indulged at end by armature with top plate respectively, bottom plate is indulged bone and effectively connect.
In above scheme, the bracket of reinforcement is provided between the bracket stiffener and armature.
In above scheme, partition stiffener, the upper and lower end difference of the partition stiffener are installed in the lateral partitions
Bone is indulged with top plate by bracket, bottom plate is indulged bone and effectively connect.
In above scheme, the step structure further includes several longitudinally reinforced plates, the quantity of the longitudinally reinforced plate and institute
The longitudinal big bracket for stating platform structure is equal, and is aligned one by one with longitudinal big bracket.
In above scheme, the step structure further includes stiffening plate stiffener, and the stiffening plate stiffener is vertically arranged to
The surface of the longitudinally reinforced plate.
In above scheme, the horizontal bench plate in the step structure positioned at top is little at a distance from main ship deck
In the height of the vertical stepped plate.
In above scheme, in the closed area that the platform structure and stern transom plate are formed and the step structure is sealed with stern
Foam is filled in the closed area that plate is formed.
The utility model has the beneficial effects that:
It is logical to can be used as emergency management and rescue between main ship deck and the water surface for the aerial structure setting peculiar to vessel of the utility model
Road reduces the height when transhipment wounded, realizes danger patient's Quick rescue and transhipment.Step structure is ergonomically
It is required that design, and its top horizontal bench plate is not more than the height of the vertical stepped plate at a distance from main ship deck,
It can be realized danger patient's Quick rescue and transhipment.Platform structure serves not only as the transfer platform or Step-edge Junction of wounded's transport
The support reinforcing structure of structure, the tail portion of platform structure are designed as faulting of slab ends structure, entire platform are further decreased, more from the water surface
Closely.
Entire aerial structure peculiar to vessel will not have an adverse effect to small-sized emergency management and rescue speedboat stern regional water flow field, and
It can satisfy the intensity requirement of Quick rescue and transhipment by optimization design scantling.
Detailed description of the invention
Below in conjunction with accompanying drawings and embodiments, the utility model is described in further detail, in attached drawing:
Fig. 1 is the top plate plant tilting figure of the utility model aerial structure peculiar to vessel；
Fig. 2 is the base plate plane figure of the utility model aerial structure peculiar to vessel；
Fig. 3 is the A-A sectional view of Fig. 1 and Fig. 2；
Fig. 4 is the B-B sectional view of Fig. 1 and Fig. 2.
In figure: 10, platform structure；11, top plate；12, bottom plate plate；13, end plate；141, the first lateral partitions；142,
Two lateral partitions；151, longitudinal big bracket；152, longitudinal small bracket；161, top plate indulges bone；162, bottom plate indulges bone；171, bracket is helped
Qiang Cai；172, partition stiffener；18, armature；19, bracket；20, step structure；21, vertical stepped plate；22, horizontal bench
Plate；23, longitudinally reinforced plate；24, stiffening plate stiffener；30, foam；200, stern transom plate；300, main deck.
Specific embodiment
For a clearer understanding of the technical features, objectives and effects of the utility model, now control attached drawing is detailed
Illustrate specific embodiment of the present utility model.
It as shown in Figs 1-4, is the aerial structure peculiar to vessel of one preferred embodiment of the utility model, aerial structure peculiar to vessel is set
It is placed in 200 outside of hull stern transom plate, rescue channel is formed by land regions and stepped area, the structure type of land regions is flat
Platform structure 10, the structure type of stepped area are step structure 20.Platform structure 10 include along depth direction from top to bottom successively
The head end of the top plate 11 and bottom plate plate 12 of setting, top plate 11 and bottom plate plate 12 is connect with hull stern transom plate 200 respectively, top plate
The tail end of plate 11 and bottom plate plate 12 is connected by end plate 13.Several cross are set along captain direction between top plate 11 and bottom plate plate 12
To partition；The tail portion of top plate 11 is staggered floor construction, is connect by one piece of lateral partitions with bottom plate plate 12 at staggered floor construction, staggered floor
The top plate 11 of structure is lower to be arranged several small brackets 152 in longitudinal direction, and the lower several longitudinal directions of setting of the top plate 11 before staggered floor construction are big
Bracket 151.Step structure 20 is set in top plate 11, and height is lower than main ship deck 300, and step structure 20 includes vertical
Rank plate 21 and horizontal bench plate 22, wherein positioned at rearmost end, the underface of the vertical stepped plate 21 to intersect vertically with top plate 11
One piece of lateral partitions is set.Platform structure 10 and step structure 20 are the box-structure of sealing.
Specifically, lateral partitions have two pieces, respectively the first lateral partitions 141 and the second lateral partitions in the present embodiment
142, the first lateral partitions 141 are aligned with the vertical stepped plate 21 of least significant end, and the first lateral partitions 141 are arranged in faulting of slab ends structure
Place.Longitudinally small bracket 152 has multiple, is evenly arranged along beam direction.There are three longitudinal big brackets 151, be respectively arranged in ship,
Larboard, starboard position.Bottom plate plate 12 tilts upward setting from bow to stern along captain direction.
The aerial structure setting peculiar to vessel of the utility model can be used as between main ship deck 300 and the water surface and answer first aid
Channel is helped, the height when transhipment wounded is reduced, realizes danger patient's Quick rescue and transhipment.Wherein there are two platform structures 10
Effect: first is that the transfer platform as wounded's transport, second is that the support reinforcing structure as step structure 20.Platform structure 10
Tail portion is designed as faulting of slab ends structure, and entire platform is further decreased, closer from the water surface.
It advanced optimizes, platform structure 10 further includes that top plate indulges bone 161 and the vertical bone 162 of bottom plate, and top plate is indulged bone 161 and is installed on
Below top plate 11, bottom plate indulges bone 162 and is installed on the upper surface of bottom plate plate 12.Top plate indulges bone 161 and bottom plate indulges bone 162 along captain
Direction is set between stern transom plate 200 and the second lateral partitions 142, is evenly arranged in the big elbow in two neighboring longitudinal direction along beam direction
Between plate 151.
It advanced optimizes, the head end of the vertical bone 161 of top plate and the vertical bone 162 of bottom plate passes through bracket 19 and stern transom plate 200 respectively to be had
Effect connection.
Advanced optimize, it is vertically-mounted on longitudinal big bracket 151 to have a bracket stiffener 171, bracket stiffener 171 it is upper,
Lower end indulges bone 161 by armature 18 with top plate respectively, bottom plate is indulged bone 162 and effectively connect.
It advanced optimizes, the bracket (not shown) of reinforcement is provided between bracket stiffener 171 and armature 18.
It advanced optimizes, partition stiffener 172 is installed in lateral partitions, the upper and lower end of partition stiffener 172 leads to respectively
Bracket 19 is crossed to indulge bone 162 with the vertical bone 161 of top plate, bottom plate and effectively connect.
It advanced optimizes, step structure 20 further includes several longitudinally reinforced plates 23, the quantity and platform of longitudinally reinforced plate 23
Longitudinal big bracket 151 of structure 10 is equal, and is aligned one by one with longitudinal big bracket 151.
It advanced optimizes, step structure 20 further includes stiffening plate stiffener 24, and stiffening plate stiffener 24 is vertically arranged to indulge
To the surface of stiffening plate 23.
It advanced optimizes, the horizontal bench plate 22 in step structure 20 positioned at top is at a distance from main ship deck 300
No more than the height of vertical stepped plate 21, the fast and easy patient that will endanger from main deck 300 is transferred to step structure 20, thus into
One step is transferred to the water surface.
It advanced optimizes, in the closed area that platform structure 10 and stern transom plate 200 are formed and step structure 20 is sealed with stern
Filled with foam 30 to avoid corrosion in the closed area that plate 200 is formed.
Entire aerial structure peculiar to vessel will not have an adverse effect to small-sized emergency management and rescue speedboat stern regional water flow field, and
It can satisfy the intensity requirement of Quick rescue and transhipment by optimization design scantling.
The utility model aerial structure peculiar to vessel the preparation method is as follows:
1. according to use demand, determine top plate 11 stretch out the length of stern transom plate 200, the width on beam direction and away from
Height from the water surface, platform structure 10 are staggered floor construction in tail end；According to intensity requirement, determine bottom plate plate 12 in stern transom plate 200
Height of the place away from top plate 11, determines the height of the end plate 13 at tail end of top plate 11.
2. the big bracket 151 in appropriate number of longitudinal direction is arranged, in 11 length direction of top plate in 11 width direction of top plate
On, appropriate number of lateral partitions, the longitudinal small bracket 152 of the lower setting of the top plate 11 of staggered floor construction are set.
3. being respectively set on top plate 11 and bottom plate plate 12, top plate indulges bone 161, bottom plate indulges bone 162, and top plate indulges bone 161, bottom
The front end that plate indulges bone 162 is connect by bracket 19 with stern transom plate 200；Appropriate number of bracket is arranged on longitudinal big bracket 151 to help
Strong material 171, the upper and lower end of bracket stiffener 171 indulges bone 161 by armature 18 with top plate respectively, bottom plate is indulged bone 162 and effectively connected
It connects；Appropriate number of partition is arranged in the second lateral partitions 142 at 11 staggered floor construction of first lateral partitions 141 and top plate to help
Strong material 172, the upper and lower end of partition stiffener 172 passes through bracket 19 respectively to be indulged bone 162 and effectively connects with the vertical bone 161 of top plate, bottom plate
It connects.
4. the closed area formed between land regions and stern transom plate 200 is filled with foam 30 to avoid corrosion.
5. according to the length of top plate 11 and its vertical distance between main deck 300, requirement ergonomically
Appropriate number of vertical stepped plate 21 and horizontal bench plate 22 are set；Be arranged in stepped plate width direction longitudinally reinforced plate 23 with
Longitudinal big bracket 151 is aligned, and appropriate number of stiffening plate stiffener 24 is arranged on longitudinally reinforced plate 23；
6. the closed area formed between stepped area and stern transom plate 200 is filled with foam 30 to avoid corrosion.
Each embodiment in this specification is described in a progressive manner, the highlights of each of the examples are with other
The difference of embodiment, the same or similar parts in each embodiment may refer to each other.
The embodiments of the present invention are described above in conjunction with attached drawing, but the utility model is not limited to
The specific embodiment stated, the above mentioned embodiment is only schematical, rather than restrictive, this field it is common
Technical staff is not departing from the utility model aims and scope of the claimed protection situation under the enlightenment of the utility model
Under, many forms can be also made, these are belonged within the protection of the utility model.
Claims (10)
1. a kind of aerial structure peculiar to vessel, which is characterized in that the aerial structure setting peculiar to vessel is on the outside of hull stern transom plate, institute
Stating aerial structure peculiar to vessel includes platform structure and step structure；The platform structure include along depth direction from top to bottom successively
The head end of the top plate and bottom plate plate of setting, the top plate and bottom plate plate is connect with hull stern transom plate respectively, top plate and bottom
The tail end of plate plate passes through end plate connection；Several lateral partitions are set along captain direction between the top plate and bottom plate plate；It is described
The tail portion of top plate is staggered floor construction, is connect by one piece of lateral partitions with bottom plate plate at staggered floor construction, the top plate of staggered floor construction
The small bracket in several longitudinal directions is set under plate, the big bracket in several longitudinal directions is set under the top plate before staggered floor construction；The step structure
In the top plate, height is lower than main ship deck, and the step structure includes vertical stepped plate and horizontal bench plate,
One piece of lateral partitions is arranged in the underface of the vertical stepped plate wherein to intersect vertically with top plate.
2. aerial structure peculiar to vessel according to claim 1, which is characterized in that the platform structure further includes that top plate indulges bone
Bone is indulged with bottom plate, the top plate is indulged bone and is installed below the top plate, and the bottom plate indulges bone and is installed on the bottom plate plate
Above；The top plate indulges bone and bottom plate indulges bone and is set to stern transom plate and lateral partitions and two neighboring transverse direction along captain direction
Between partition, it is evenly arranged between the big bracket in two neighboring longitudinal direction along beam direction.
3. aerial structure peculiar to vessel according to claim 2, which is characterized in that the top plate indulges bone and bottom plate indulges the head of bone
End is effectively connect by bracket with stern transom plate respectively.
4. aerial structure peculiar to vessel according to claim 2, which is characterized in that vertically-mounted on the big bracket in longitudinal direction to have
Bracket stiffener, the upper and lower end of the bracket stiffener indulges bone by armature with top plate respectively, bottom plate is indulged bone and effectively connect.
5. aerial structure peculiar to vessel according to claim 4, which is characterized in that between the bracket stiffener and armature
It is provided with the bracket of reinforcement.
6. aerial structure peculiar to vessel according to claim 2, which is characterized in that be equipped with partition in the lateral partitions and help
Qiang Cai, the upper and lower end of the partition stiffener passes through bracket respectively to be indulged bone and effectively connect with the vertical bone of top plate, bottom plate.
7. aerial structure peculiar to vessel according to claim 1, which is characterized in that the step structure further includes several longitudinal directions
Stiffening plate, the quantity of the longitudinally reinforced plate and longitudinal big bracket of the platform structure are equal, and one by one with longitudinal big bracket
Alignment.
8. aerial structure peculiar to vessel according to claim 7, which is characterized in that the step structure further includes that stiffening plate is helped
Qiang Cai, the stiffening plate stiffener are vertically arranged to the surface of the longitudinally reinforced plate.
9. aerial structure peculiar to vessel according to claim 1, which is characterized in that positioned at top in the step structure
Horizontal bench plate is not more than the height of the vertical stepped plate at a distance from main ship deck.
10. aerial structure peculiar to vessel according to claim 1, which is characterized in that the platform structure is formed with stern transom plate
Closed area in and the closed area that is formed of the step structure and stern transom plate in be filled with foam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821323479.2U CN208802104U (en) | 2018-08-16 | 2018-08-16 | Aerial structure peculiar to vessel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821323479.2U CN208802104U (en) | 2018-08-16 | 2018-08-16 | Aerial structure peculiar to vessel |
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| Publication Number | Publication Date |
|---|---|
| CN208802104U true CN208802104U (en) | 2019-04-30 |
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ID=66236154
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821323479.2U Active CN208802104U (en) | 2018-08-16 | 2018-08-16 | Aerial structure peculiar to vessel |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113562122A (en) * | 2021-08-06 | 2021-10-29 | 中国舰船研究设计中心 | Stern standard-climbing platform structure for ship |
-
2018
- 2018-08-16 CN CN201821323479.2U patent/CN208802104U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113562122A (en) * | 2021-08-06 | 2021-10-29 | 中国舰船研究设计中心 | Stern standard-climbing platform structure for ship |
| CN113562122B (en) * | 2021-08-06 | 2024-05-14 | 中国舰船研究设计中心 | Marine stern is stepped on mark platform structure |
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