CN111098982A - Lashing bridge structure of large container ship - Google Patents
Lashing bridge structure of large container ship Download PDFInfo
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- CN111098982A CN111098982A CN201911330763.1A CN201911330763A CN111098982A CN 111098982 A CN111098982 A CN 111098982A CN 201911330763 A CN201911330763 A CN 201911330763A CN 111098982 A CN111098982 A CN 111098982A
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- horizontal platform
- container ship
- large container
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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
- B63B25/00—Load-accommodating arrangements, e.g. stowing, trimming; Vessels characterised thereby
- B63B25/28—Load-accommodating arrangements, e.g. stowing, trimming; Vessels characterised thereby for deck loads
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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
- B63B25/00—Load-accommodating arrangements, e.g. stowing, trimming; Vessels characterised thereby
- B63B25/22—Load-accommodating arrangements, e.g. stowing, trimming; Vessels characterised thereby for palletised articles
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B25/00—Load-accommodating arrangements, e.g. stowing, trimming; Vessels characterised thereby
- B63B25/28—Load-accommodating arrangements, e.g. stowing, trimming; Vessels characterised thereby for deck loads
- B63B2025/285—Means for securing deck containers against unwanted movements
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- Engineering & Computer Science (AREA)
- Combustion & Propulsion (AREA)
- Mechanical Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention provides a lashing bridge structure of a large container ship, which relates to the technical field of ship equipment design and comprises the following components: a plurality of horizontal platform, along the wide direction setting of large container ship, a plurality of stands, vertical setting in each horizontal platform along the both sides of the length direction of large container ship to with horizontal platform fixed connection, the stand includes: the bottom ends of the hatch cover guide upright posts are supported on a hull hatch coaming structure of the large container ship; the bottom end of each first upright post is supported on a hull structure of the large container ship; the bottom end of each second upright post is not connected with the hull structure of the large container ship; the binding eye plates are arranged on the stand columns; and the plurality of shear walls are arranged between the stand columns along the ship width direction respectively, and are longitudinally arranged between the third horizontal platform and the ship body hatch coaming structure. The binding bridge has light weight, saves the construction cost and is convenient for wharf workers to operate.
Description
Technical Field
The invention relates to the technical field of ship equipment design, in particular to a lashing bridge structure of a large container ship.
Background
The lashing bridge on the container ship is mainly used for lashing and fastening the container and preventing the container from inclining and falling in the stormy waves. A container ship usually has lashing bridges between two container positions (one 40-foot container), mainly for lashing containers more effectively, which are related to the container stack weight on the deck. With the requirement for the stacking weight of the deck of a large container ship being higher and higher, the 3-layer box high lashing bridge is widely applied. However, in the conventional 3-layer box height binding bridge, the types of binding rods are more, the operation of wharf workers is more complicated, the working efficiency is lower, the binding bridge is mainly in a form that each upright post is connected with a hull structure or a gunwale box post, the coverage range of a shear wall is large, the installation process is relatively complex, and the binding bridge is also relatively heavy.
Disclosure of Invention
Aiming at the problems in the prior art, the invention provides a lashing bridge structure of a large container ship, which specifically comprises the following steps:
a plurality of horizontal platforms, set up along the ship width direction of large-scale container ship, horizontal platform includes:
a first level of horizontal platform, the first level of horizontal platform being a continuous platform between the port and starboard sides of the large container ship;
the second layer of horizontal platform is a continuous platform between the port and the starboard, is arranged above the first layer of horizontal platform in parallel and has a first preset height with the first layer of horizontal platform;
the third-layer horizontal platform is a continuous platform between the port and the starboard, is arranged above the second-layer horizontal platform in parallel and has the first preset height with the second-layer horizontal platform;
the fourth layer of horizontal platform is a continuous platform between the port and the starboard, is arranged above the third layer of horizontal platform in parallel and has the first preset height with the third layer of horizontal platform;
the fifth-layer horizontal platform is arranged above the fourth-layer horizontal platform in parallel, a second preset height is formed between the fifth-layer horizontal platform and the fourth-layer horizontal platform, and the fifth-layer horizontal platform comprises a port platform which is close to a port and spans a container position and a starboard platform which is close to a starboard and spans the container position;
a plurality of stands, vertical setting in each horizontal platform's edge the both sides of large container ship's captain direction, and with horizontal platform fixed connection, the stand includes:
the bottom end of each hatch cover guide upright post is supported on a ship body hatch coaming structure of the large container ship;
the bottom end of each first upright post is supported on a hull structure of the large container ship;
the bottom end of each second upright post is not connected with the hull structure of the large container ship;
the binding eye plates are arranged on the stand columns;
and the plurality of shear walls are respectively dispersedly arranged between the stand columns along the ship width direction, and are longitudinally arranged between the third layer of horizontal platform and the ship body hatch coaming structure.
Preferably, the first preset height has a value range of [2.7 m, 3.0 m ].
Preferably, the value range of the second preset height is [2.3 m, 3.2 m ].
Preferably, the distance between two adjacent upright columns along the width direction of the ship is in a value range of [2.45 meters, 2.62 meters ].
Preferably, the large container ship further comprises a support toggle plate arranged on the inner side of the upright post corresponding to the last container position of the large container ship so as to support the lashing eye plate.
Preferably, a longitudinal rib plate is arranged between two adjacent upright columns along the ship length direction, two ends of the longitudinal rib plate are respectively and fixedly connected with the two adjacent upright columns, and the longitudinal rib plate is positioned below each horizontal platform.
Preferably, a transverse coaming is arranged between every two adjacent upright columns in the ship width direction, and two ends of each transverse coaming are fixedly connected with the two adjacent upright columns respectively.
Preferably, buckling ribs are arranged on the shear wall, the longitudinal rib plates and the transverse enclosing plates.
Preferably, each shear wall is provided with a lightening observation hole and two large hatch cover cable twisting operation holes.
Preferably, the container is characterized by further comprising a rail, wherein the rail is arranged at the corresponding position of the 40-foot container and the 45-foot container loaded by the large container ship, and the rail is partially protruded outwards.
The technical scheme has the following advantages or beneficial effects:
1) only one binding rod is arranged on each layer of binding platform, wharf workers do not need to consider using a certain binding rod at a certain position, operation is convenient, and binding work efficiency is improved;
2) under the condition that the width of the transverse bulkhead is the same for the same ship type, the width of the binding bridge is increased, and the vibration of the binding bridge is favorably avoided;
3) the number of the upright columns connected with the hull hatch coaming structure is small, the installation process of a lashing bridge is saved, the arrangement range of the shear wall is small, the weight of the lashing bridge structure is light on the premise of meeting the strength requirement, compared with the existing lashing bridge, the weight can be reduced by about 8%, the weight of the whole structure is effectively reduced, and the construction cost is reduced;
4) and for the binding bridge of the last container position of the large container ship, the position of the binding eye plate is optimized so as to meet the requirements of binding distance and binding channel.
5) The railing of lashing bridges at the positions where large container ships load 40 and 45 containers is optimized to meet the CSS CODE requirement for the distance between the inside of the railing and the edge of the container.
Drawings
FIG. 1 is a schematic view of a lashing bridge structure of a large container ship, oriented toward the bow, according to a preferred embodiment of the present invention;
FIG. 2 is a schematic aft-facing structure of a lashing bridge structure of a large container ship, in accordance with a preferred embodiment of the present invention;
FIG. 3 is a schematic view of a longitudinal rib plate according to a preferred embodiment of the present invention;
FIG. 4 is a schematic view of the construction of the ligature eye plate and the support toggle plate in the preferred embodiment of the present invention;
FIG. 5 is a schematic view of the construction of the lashing eye plate and the support toggle plate in the preferred embodiment of the present invention;
FIG. 6 is a partial outward view of the balustrade according to the preferred embodiment of the present invention;
fig. 7 is a schematic view showing the positional relationship between the inside of the rail and the edge of the container in the preferred embodiment of the present invention.
Detailed Description
The invention is described in detail below with reference to the figures and specific embodiments. The present invention is not limited to the embodiment, and other embodiments may be included in the scope of the present invention as long as the gist of the present invention is satisfied.
In the preferred embodiment of the present invention, based on the above problems in the prior art, there is provided a lashing bridge structure of a large container ship, as shown in fig. 1 and 2, specifically comprising:
a plurality of horizontal platform 1, along the wide direction setting of large-scale container ship, horizontal platform 1 includes:
a first-layer horizontal platform 11, wherein the first-layer horizontal platform 11 is a continuous platform between a port and a starboard of the large container ship;
the second-layer horizontal platform 12 is a continuous platform between a port and a starboard, and the second-layer horizontal platform 12 is arranged above the first-layer horizontal platform 11 in parallel and has a first preset height with the first-layer horizontal platform 11;
the third-layer horizontal platform 13 is a continuous platform between a port and a starboard, and the third-layer horizontal platform 13 is arranged above the second-layer horizontal platform 12 in parallel and has a first preset height with the second-layer horizontal platform 12;
the fourth-layer horizontal platform 14 is a continuous platform between a port and a starboard, and the fourth-layer horizontal platform 14 is arranged above the third-layer horizontal platform 13 in parallel and has a first preset height with the third-layer horizontal platform 13;
the fifth-layer horizontal platform 15 is arranged above the fourth-layer horizontal platform 14 in parallel, a second preset height is reserved between the fifth-layer horizontal platform 15 and the fourth-layer horizontal platform 14, and the fifth-layer horizontal platform 15 comprises a port-side platform which is close to a port and spans a container position and a starboard-side platform which is close to a starboard and spans a container position;
a plurality of stands 2, vertical setting in each horizontal platform 1 along the both sides of the captain direction of large-scale container ship to with 1 fixed connection of horizontal platform, the stand includes:
the bottom ends of the hatch cover guide upright posts 21 are supported on the ship body hatch coaming structure 3 of the large container ship;
the bottom end of each first upright column 22 is supported on the hull structure of the large container ship;
the bottom ends of the second upright columns 23 are not connected with the hull structure of the large container ship;
a plurality of binding eye plates 4 arranged on each upright post 2;
the plurality of shear walls 5 are respectively dispersedly arranged between the upright columns 2 along the ship width direction, and the shear walls 5 are longitudinally arranged between the third layer of horizontal platform 13 and the ship body hatch coaming structure 3.
Specifically, in the present embodiment, the lashing bridge structure of the large container ship of the present invention is applicable to a large container ship having a three-story container height including, in particular, an area formed between the first-story horizontal platform 11 and the second-story horizontal platform 12, an area formed between the second-story horizontal platform 12 and the third-story horizontal platform 13, and an area formed between the third-story horizontal platform 13 and the fourth-story horizontal platform 14, and having a raised platform. The raised platform is the area formed between the fourth layer of horizontal platforms 14 and the fifth layer of horizontal platforms 15. Preferably, the first-layer horizontal platform 11, the second-layer horizontal platform 12, the third-layer horizontal platform 13 and the fourth-layer horizontal platform 14 are continuous platforms extending from a port to a starboard, the height between two adjacent horizontal platforms 1 is set based on the box height of a 9-foot container, and the lashing eye plates 4 are preferably arranged at corresponding positions of the upright posts 2 at a certain height from the third-layer horizontal platform 13, the fourth-layer horizontal platform 14 and the fifth-layer horizontal platform 15, so that each layer of lashing platform of the lashing bridge structure provided by the invention is only provided with one type of lashing rod, and the installation process is simplified.
Further specifically, the lashing bridge structure of the present invention optimizes the support form of the columns 2, and optimizes the support form in which each existing column 2 is connected to the hull structure or gunwale box column into three types of columns 2, including the hatch guide column 21 whose bottom end is supported on the hull hatch coaming structure, the first column 22 whose bottom end is supported on the hull structure, and the second column 23 which is not connected to the hull structure 3, thereby reducing the number of columns connected to the hull hatch coaming structure 3 and further saving the installation process of the lashing bridge. The three types of columns 2 have different arrangement numbers and arrangement positions according to the specifications of the large container ship, and it is preferable that the centers of the columns 2 are aligned with the centers of the gaps between two adjacent containers loaded by the large container ship device at the corresponding positions, except for the column 2 located at the outermost side of the lashing bridge structure, that is, the column 2 closest to the port side or the starboard side. The hull structure is a hull hatch coaming structure 3 or a gunwale box column.
Further specifically, the lashing bridge structure of the present invention optimizes the arrangement form and arrangement range of the shear walls 5, and the shear walls 5 are dispersedly arranged and arranged between the third-layer horizontal platform 13 and the hull hatch coaming structure 3. As a preferred embodiment of the present invention, the above-mentioned decentralized arrangement is preferably implemented by providing 5 shear walls 5, wherein one shear wall 5 is a middle shear wall, and is arranged between a hatch guide pillar 21 and a first pillar 22 in the middle; two adjacent shear walls 5 are positioned in the middle between the middle shear wall and the starboard and are respectively arranged between a hatch cover guide upright post 21 and a first upright post 22 and between the two first upright posts 22; two adjacent shear walls 5 are located in the middle between the middle shear wall and the port and are respectively arranged between a hatch guide column 21 and a first column 22 and between the two first columns 22. By reducing the arrangement range of the shear wall 5, the overall weight of the binding bridge structure is effectively reduced and the construction cost is reduced on the premise of meeting the strength requirement.
In a preferred embodiment of the present invention, the first predetermined height is in a range of [2.7 m, 3.0 m ].
In a preferred embodiment of the present invention, the second predetermined height is in a range of [2.3 m, 3.2 m ].
In a preferred embodiment of the present invention, the distance between two adjacent columns 2 along the width direction of the ship is in the range of [2.45 meters, 2.62 meters ].
In the preferred embodiment of the present invention, as shown in fig. 4 and 5, the present invention further comprises a support toggle plate 6 disposed inside the upright post 2 corresponding to the last container position of the large container ship to support the lashing eye plate 4.
Specifically, in this embodiment, by arranging the support toggle plate 6 on the inner side of the upright 2, the reduction of the distance between the uprights 2 is avoided, thereby leading to the problem that the lashing channel distance does not meet the requirements, and simultaneously ensuring the structural strength at the position of the lashing eye plate 4.
In the preferred embodiment of the present invention, as shown in fig. 3, a longitudinal rib 7 is disposed between two adjacent vertical columns 2 along the ship length direction, two ends of the longitudinal rib 7 are respectively and fixedly connected with the two adjacent vertical columns 2, and the longitudinal rib 7 is located below each horizontal platform 1.
In the preferred embodiment of the present invention, a transverse coaming 8 is disposed between two adjacent columns 2 along the width direction of the ship, and two ends of the transverse coaming 8 are respectively fixedly connected with the two adjacent columns 2.
In the preferred embodiment of the invention, the shear wall 5, the longitudinal rib plate 7 and the transverse coaming 8 are all provided with buckling ribs 9.
Specifically, in the present embodiment, since the plate grid range of the shear wall 5 is large, the size of the plate grid can be reduced by providing the buckling ribs 9, and the buckling problem is avoided. Similarly, buckling ribs 9 are arranged on the longitudinal rib plates 7 and the transverse enclosing plates 8, so that the buckling problem can be effectively avoided.
In the preferred embodiment of the invention, each shear wall 5 is provided with a lightening observation hole 51 and two large hatch cover lashing operation holes 52.
Specifically, since the shear wall 5 is a main stressed member of the lashing bridge structure, the arrangement range of the conventional shear wall 5 is large, resulting in a large strength margin of the shear wall 5. In the embodiment, under the condition that the requirement of the strength specification is met, the arrangement range of the shear walls 5 can be further reduced by reasonably arranging the lightening observation holes 51 on each shear wall 5, so that the weight of the shear walls 5 is lightened. Meanwhile, the operation hole 52 for the large hatch cover torsion rope is arranged on the shear wall 5, so that the operation of wharf workers is further facilitated.
In a preferred embodiment of the present invention, as shown in fig. 6, the container further includes a rail 10, which is disposed at the corresponding positions of the 40-foot containers and the 45-foot containers loaded on the large container ship, and the rail 10 is partially protruded outward.
Specifically, in the present embodiment, the above-mentioned local outward protrusion is preferably outward protrusion at the middle position of the balustrade 10. As shown in fig. 7, the distance between the inner side of the rail 10 and the 40-foot container edge 11 is preferably 1098mm, and the requirement of the CSS CODE for the distance between the inner side of the rail 10 and the 40-foot container edge 11 to be less than 1100mm can be met by adopting the shape of the rail 10 in a local external manner.
In a preferred embodiment of the invention, by adopting the lashing bridge structure, the width of the lashing bridge can be 1150 mm under the condition that the width of the transverse bulkhead of a large container ship is 1850 mm, and the width of the lashing bridge is increased under the condition that the width of the transverse bulkhead of the same ship type is the same, so that the vibration of the lashing bridge is avoided.
While the invention has been described with reference to a preferred embodiment, it will be understood by those skilled in the art that various changes in form and detail may be made therein without departing from the spirit and scope of the invention.
Claims (10)
1. The utility model provides a ligature bridge construction of large-scale container ship which characterized in that specifically includes:
a plurality of horizontal platforms, set up along the ship width direction of large-scale container ship, horizontal platform includes:
a first level of horizontal platform, the first level of horizontal platform being a continuous platform between the port and starboard sides of the large container ship;
the second layer of horizontal platform is a continuous platform between the port and the starboard, is arranged above the first layer of horizontal platform in parallel and has a first preset height with the first layer of horizontal platform;
the third-layer horizontal platform is a continuous platform between the port and the starboard, is arranged above the second-layer horizontal platform in parallel and has the first preset height with the second-layer horizontal platform;
the fourth layer of horizontal platform is a continuous platform between the port and the starboard, is arranged above the third layer of horizontal platform in parallel and has the first preset height with the third layer of horizontal platform;
the fifth-layer horizontal platform is arranged above the fourth-layer horizontal platform in parallel, a second preset height is formed between the fifth-layer horizontal platform and the fourth-layer horizontal platform, and the fifth-layer horizontal platform comprises a port platform which is close to a port and spans a container position and a starboard platform which is close to a starboard and spans the container position;
a plurality of stands, vertical setting in each horizontal platform's edge the both sides of large container ship's captain direction, and with horizontal platform fixed connection, the stand includes:
the bottom end of each hatch cover guide upright post is supported on a ship body hatch coaming structure of the large container ship;
the bottom end of each first upright post is supported on a hull structure of the large container ship;
the bottom end of each second upright post is not connected with the hull structure of the large container ship;
the binding eye plates are arranged on the stand columns;
and the plurality of shear walls are respectively dispersedly arranged between the stand columns along the ship width direction, and are longitudinally arranged between the third layer of horizontal platform and the ship body hatch coaming structure.
2. The lashing bridge structure of a large container ship according to claim 1, wherein the first preset height has a value ranging from [2.7 m, 3.0 m ].
3. The lashing bridge structure of a large container ship according to claim 1, wherein the second preset height has a value ranging from [2.3 meters, 3.2 meters ].
4. The lashing bridge structure of a large container ship according to claim 1, wherein a distance between two adjacent columns in the width direction of the ship has a value in a range of [2.45 m, 2.62 m ].
5. The lashing bridge structure of a large container ship according to claim 7, further comprising a support toggle plate disposed at an inner side of the column corresponding to a last container slot of the large container ship to support the lashing eye plate.
6. The lashing bridge structure of a large container ship according to claim 1, wherein a longitudinal rib plate is arranged between two adjacent upright columns along the ship length direction, two ends of the longitudinal rib plate are respectively and fixedly connected with the two adjacent upright columns, and the longitudinal rib plate is positioned below each horizontal platform.
7. The lashing bridge structure of a large container ship according to claim 6, wherein a transverse coaming is arranged between two adjacent upright posts in the width direction of the ship, and both ends of the transverse coaming are fixedly connected with the two adjacent upright posts respectively.
8. The lashing bridge structure of a large container ship according to claim 7, wherein buckling ribs are arranged on the shear wall, the longitudinal rib plates and the transverse enclosing plates.
9. A lashing bridge structure of a large container ship according to claim 1, wherein each of the shear walls is provided with a lightening observation hole and two large hatch cover lashing operation holes.
10. The lashing bridge structure of a large container ship according to claim 1, further comprising a railing disposed at a corresponding position of 40-foot containers and 45-foot containers loaded on the large container ship, wherein the railing is partially protruded outward.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201911330763.1A CN111098982A (en) | 2019-12-20 | 2019-12-20 | Lashing bridge structure of large container ship |
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| CN201911330763.1A CN111098982A (en) | 2019-12-20 | 2019-12-20 | Lashing bridge structure of large container ship |
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| CN111098982A true CN111098982A (en) | 2020-05-05 |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111098983A (en) * | 2019-12-20 | 2020-05-05 | 中国船舶工业集团公司第七0八研究所 | Lightweight lashing bridge structure of ultra-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 |
| CN112623111A (en) * | 2021-01-20 | 2021-04-09 | 江苏扬子鑫福造船有限公司 | Ligature bridge base damping device based on container ship |
| CN113928483A (en) * | 2021-11-29 | 2022-01-14 | 沪东中华造船(集团)有限公司 | Lightweight lashing bridge structure of container ship |
| CN115158589A (en) * | 2022-08-18 | 2022-10-11 | 上海外高桥造船有限公司 | Zero-allowance carrying method for lashing bridge |
| CN115258057A (en) * | 2022-06-15 | 2022-11-01 | 中船澄西船舶修造有限公司 | Button lock box layout structure of refrigeration centralized box ship |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111098983A (en) * | 2019-12-20 | 2020-05-05 | 中国船舶工业集团公司第七0八研究所 | Lightweight lashing bridge structure of ultra-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 |
| 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 |
| CN112623111A (en) * | 2021-01-20 | 2021-04-09 | 江苏扬子鑫福造船有限公司 | Ligature bridge base damping device based on container ship |
| CN113928483A (en) * | 2021-11-29 | 2022-01-14 | 沪东中华造船(集团)有限公司 | Lightweight lashing bridge structure of container ship |
| CN115258057A (en) * | 2022-06-15 | 2022-11-01 | 中船澄西船舶修造有限公司 | Button lock box layout structure of refrigeration centralized box ship |
| CN115158589A (en) * | 2022-08-18 | 2022-10-11 | 上海外高桥造船有限公司 | Zero-allowance carrying method for lashing bridge |
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