CN108163136B - Ship high-stress node structure - Google Patents
Ship high-stress node structure Download PDFInfo
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- CN108163136B CN108163136B CN201711395122.5A CN201711395122A CN108163136B CN 108163136 B CN108163136 B CN 108163136B CN 201711395122 A CN201711395122 A CN 201711395122A CN 108163136 B CN108163136 B CN 108163136B
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- plate
- platform
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- cabin wall
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B3/00—Hulls characterised by their structure or component parts
- B63B3/14—Hull parts
- B63B3/70—Reinforcements for carrying localised loads, e.g. propulsion plant, guns
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- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Combustion & Propulsion (AREA)
- Mechanical Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Body Structure For Vehicles (AREA)
- Filling Or Discharging Of Gas Storage Vessels (AREA)
Abstract
The invention discloses a ship high-stress node structure which comprises a horizontally arranged platform plate, a longitudinal cabin wall plate longitudinally and vertically arranged on the platform plate, an inclined side plate obliquely arranged at the intersection of the platform plate and the longitudinal cabin wall plate, a rib plate mutually perpendicular to the platform plate and the longitudinal cabin wall plate and an elbow plate fixedly connected with the lower surfaces of the rib plate and the platform plate respectively, wherein the lower end of the longitudinal cabin wall plate extends out of the connection part of the longitudinal cabin wall plate and the platform plate, and a first cutting groove for enabling the longitudinal cabin wall plate to penetrate through is formed in the corner of the rib plate. The invention has simple structure and convenient on-site manufacture and installation, and can make the stress of the node transmitted downwards by extending the lower end of the longitudinal bulkhead plate from the connecting part of the longitudinal bulkhead plate and the platform plate by 30-50 mm and arranging the rib plate and the toggle plate, thereby obviously reducing the stress concentration condition of the node, greatly reducing the stress of the node and effectively reducing the structural weight of the ship.
Description
Technical Field
The invention relates to the technical field of ship construction, in particular to a ship high-stress node structure.
Background
In modern ship design, in order to save oil consumption, increase cargo capacity and reduce construction cost, the idea of lightweight structure design is generally pursued. However, for the safety of ship operation, it is impossible to reduce the plate thickness and reduce the structural members at will under the requirements of the regulations and the convention, and therefore, it is an important objective of structural design to reduce the structural weight as much as possible under the requirement of ensuring the compliance with the regulations and the convention.
When a ship structure is designed, the node at the sudden change of the structure often has larger stress, for example, the node at the junction of the lower inclined side plate and the inner bottom plate or the inner longitudinal wall plate and other similar nodes have larger profit. Taking the joint at the intersection of the lower inclined side plate, the platform plate, the inner longitudinal wall plate and the rib plate of the LNG transport ship as an example, the traditional design mode of the joint at the position is that the platform plate extends out of the inner longitudinal wall plate, the lower inclined side plate is connected to the intersection of the platform plate and the inner longitudinal wall plate, when the stress of the joint at the position is too high, the thickness of the adjacent area plates at the joint is generally increased to reduce the stress, or the material grade of the adjacent area plates at the joint is improved to improve the allowable stress, and when the stress at the joint cannot be reduced below the allowable stress by the methods; in the case of such excessive stress, small ribs or brackets are usually added at 1/4 or 1/2 to reduce the node stress, which increases the structural weight, especially in special cases, such as single-tank loading of a double-tank tanker, which causes the node stress to be too high, and it is difficult to reduce the stress to the allowable range by only increasing the plate thickness or the small ribs, which is difficult to meet the requirement of the node design.
Disclosure of Invention
The invention aims to overcome the defects of the prior art and design a ship high-stress node structure, which can meet the requirement of allowable stress, obviously reduce the weight of the structure and facilitate on-site manufacture and installation.
In order to achieve the purpose, the technical scheme adopted by the invention is as follows:
a ship high-stress node structure comprises a horizontally arranged platform plate, a longitudinal cabin wall plate longitudinally and vertically arranged on the platform plate, an inclined side plate obliquely arranged at the intersection of the platform plate and the longitudinal cabin wall plate, a rib plate mutually perpendicular to the platform plate and the longitudinal cabin wall plate and a toggle plate fixedly connected with the lower surfaces of the rib plate and the platform plate respectively, wherein the lower end of the longitudinal cabin wall plate extends out of the connection part of the longitudinal cabin wall plate and the platform plate by 30-50 mm, and a first cutting groove for enabling the longitudinal cabin wall plate to pass through is formed in the corner of the rib plate; the two toggle plates are respectively a left toggle plate and a right toggle plate, the left toggle plate and the right toggle plate are respectively arranged on two side walls of the rib plate, free edges of the left toggle plate and the right toggle plate are both arc-shaped, the lower end surface of the left toggle plate is an inclined surface, and the lower end surface of the right toggle plate is fixed on the reinforcing rib; and second cutting grooves are formed in the corners where the left toggle plate and the right toggle plate are connected with the rib plate and the platform plate.
The toggle plate and the longitudinal cabin wall plate are positioned on the same plane.
The invention has the following positive beneficial effects: the invention has simple structure and convenient field manufacture and installation, can make the stress of the node transmitted downwards by extending the lower end of the longitudinal cabin wall plate from the connecting part of the longitudinal cabin wall plate and the platform plate by 30-50 mm, and can obviously reduce the stress concentration condition of the node by arranging the rib plate and the toggle plate, thereby greatly reducing the stress of the node, reducing the plate thickness of the longitudinal cabin wall plate and the thickened plate of the inclined side plate around the node, even not arranging the thickened plate, greatly reducing the number of the toggle plate and effectively reducing the structural weight of the ship.
Drawings
FIG. 1 is a schematic view of the present invention at a transverse rib.
Fig. 2 is a cross-sectional view taken along line C in fig. 1.
The specific meanings of the reference numbers in the figures are: the structure comprises a platform plate 1, a longitudinal cabin wall plate 2, a diagonal side plate 3, a rib plate 4, a left side toggle plate 5, a reinforcing rib 6, a first cutting groove 7, a right side toggle plate 8 and a second cutting groove 9.
Detailed Description
In order that the objects, aspects and advantages of the invention will become more apparent, the invention will be described by way of example only, and in connection with the accompanying drawings. It is to be understood that such description is merely illustrative and not intended to limit the scope of the present invention. Moreover, in the following description, descriptions of well-known structures and techniques are omitted so as to not unnecessarily obscure the concepts of the present invention.
The embodiment is described with reference to fig. 1, and the high-stress joint structure of the ship comprises a platform plate 1, a longitudinal bulkhead plate 2, a diagonal side plate 3, a rib plate 4 and a toggle plate.
The platform board 1 level sets up, and vertical cabin wallboard 2 vertically sets up on platform board 1, and the slope of slope side board 3 sets up in the intersection of platform board 1 and vertical cabin wallboard 2, and slope side board 3, vertical cabin wallboard 2, platform board 1 constitute a node jointly. In order to reduce node stress, the lower end of the longitudinal bulkhead plate 2 extends out 30-50 mm from the connection part of the longitudinal bulkhead plate and the platform plate 1, meanwhile, rib plates 4 are arranged on the platform plate 1 and the longitudinal bulkhead plate 2, and the rib plates 4 are arranged on the rib plates 4 and are both vertically arranged. The ribbed slab 4 is perpendicular to the platform plate 1 and the longitudinal cabin wall plate 2, and the toggle plate is fixedly connected with the ribbed slab 4 and the lower surface of the platform plate 1 respectively. The toggle plate is butted with the longitudinal bulkhead plate 2, and the toggle plate and the longitudinal bulkhead plate are positioned on the same plane. The first cut 7 for the longitudinal bulkhead to pass through is opened at the corner of the rib plate 4.
The number of the toggle plates is two, the left toggle plate 5 and the right toggle plate 8 are respectively arranged on two side walls of the rib plate 4, and the left toggle plate 5 and the right toggle plate 8 are respectively arranged on two side walls of the rib plate 4. The left toggle plate 5 and the right toggle plate 8 are provided with second slots 9 at the corners where the rib plate and the platform plate are connected. The free edges of the left toggle plate 5 and the right toggle plate 8 are both arc-shaped, the lower end surface of the left toggle plate 5 is an inclined surface, and the lower end surface of the right toggle plate 8 is fixed on the reinforcing rib 6.
Through setting up floor 4 and bracket, can make node stress downwardly transferring to show the stress concentration condition that reduces the node, the stress of greatly reduced node can reduce the thick board of the thickened board of longitudinal bulkhead board and oblique side board around the node, can not set up the thickened board even, and the quantity of bracket also greatly reduced, effectively reduced the structure weight of boats and ships.
Finally, it should be noted that: the above examples are only intended to illustrate the technical solution of the present invention and not to limit it; although the present invention has been described in detail with reference to preferred embodiments, those skilled in the art will appreciate that; modifications to the specific embodiments of the invention or equivalent substitutions for parts of the technical features may be made; without departing from the spirit of the present invention, it is intended to cover all aspects of the invention as defined by the appended claims.
Claims (2)
1. A ship high-stress node structure comprises a horizontally arranged platform plate (1), a longitudinal cabin wall plate (2) vertically arranged on the platform plate in the longitudinal direction, an inclined side plate (3) obliquely arranged at the intersection of the platform plate and the longitudinal cabin wall plate, and a rib plate (4) perpendicular to the platform plate and the longitudinal cabin wall plate, and is characterized by further comprising a toggle plate fixedly connected with the lower surfaces of the rib plate and the platform plate respectively, wherein the lower end of the longitudinal cabin wall plate (2) extends out of the connection part of the longitudinal cabin wall plate and the platform plate (1) by 30-50 mm, and a first cutting groove (7) used for enabling the longitudinal cabin wall plate to penetrate through is formed in the corner of the rib plate (4); the two toggle plates are respectively a left toggle plate (5) and a right toggle plate (8), the left toggle plate (5) and the right toggle plate (8) are respectively arranged on two side walls of the rib plate (4), free edges of the left toggle plate (5) and the right toggle plate (8) are both arc-shaped, the lower end surface of the left toggle plate (5) is an inclined surface, and the lower end surface of the right toggle plate (8) is fixed on the reinforcing rib (6); and second cutting grooves (9) are formed in the corners where the left toggle plate and the right toggle plate are connected with the rib plate and the platform plate.
2. The marine high stress joint structure of claim 1, wherein the toggle plate and the bulkhead plate are located on the same plane.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711395122.5A CN108163136B (en) | 2017-12-21 | 2017-12-21 | Ship high-stress node structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711395122.5A CN108163136B (en) | 2017-12-21 | 2017-12-21 | Ship high-stress node structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108163136A CN108163136A (en) | 2018-06-15 |
| CN108163136B true CN108163136B (en) | 2020-04-14 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711395122.5A Active CN108163136B (en) | 2017-12-21 | 2017-12-21 | Ship high-stress node structure |
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| Country | Link |
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| CN (1) | CN108163136B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113135260A (en) * | 2021-05-31 | 2021-07-20 | 广船国际有限公司 | Bracket and ship |
| CN115158537A (en) * | 2022-08-17 | 2022-10-11 | 江苏扬子鑫福造船有限公司 | Integrated transverse bulkhead structure |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103129699A (en) * | 2011-11-29 | 2013-06-05 | 大连船舶重工集团有限公司 | Cargo hold structure |
| CN103910027A (en) * | 2014-03-18 | 2014-07-09 | 谢合清 | Bottom structure of vertical corrugated bulkhead of ship |
| CN203847500U (en) * | 2014-05-15 | 2014-09-24 | 华中科技大学 | Connecting structure of sandwich plate |
| CN104925216A (en) * | 2014-03-19 | 2015-09-23 | 江南造船(集团)有限责任公司 | Independent liquid tank transverse supporting structure |
| CN206494081U (en) * | 2017-01-23 | 2017-09-15 | 上海船舶研究设计院（中国船舶工业集团公司第六0四研究院） | A kind of cargo component of chemical tanker |
| CN206797628U (en) * | 2017-06-08 | 2017-12-26 | 中国船舶工业集团公司第七0八研究所 | A kind of New Marine bracket attachment structure |
-
2017
- 2017-12-21 CN CN201711395122.5A patent/CN108163136B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103129699A (en) * | 2011-11-29 | 2013-06-05 | 大连船舶重工集团有限公司 | Cargo hold structure |
| CN103910027A (en) * | 2014-03-18 | 2014-07-09 | 谢合清 | Bottom structure of vertical corrugated bulkhead of ship |
| CN104925216A (en) * | 2014-03-19 | 2015-09-23 | 江南造船(集团)有限责任公司 | Independent liquid tank transverse supporting structure |
| CN203847500U (en) * | 2014-05-15 | 2014-09-24 | 华中科技大学 | Connecting structure of sandwich plate |
| CN206494081U (en) * | 2017-01-23 | 2017-09-15 | 上海船舶研究设计院（中国船舶工业集团公司第六0四研究院） | A kind of cargo component of chemical tanker |
| CN206797628U (en) * | 2017-06-08 | 2017-12-26 | 中国船舶工业集团公司第七0八研究所 | A kind of New Marine bracket attachment structure |
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| CN108163136A (en) | 2018-06-15 |
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