CN212243751U - Dock block structure for optimizing large bow and stern dock block area - Google Patents
Dock block structure for optimizing large bow and stern dock block area Download PDFInfo
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- CN212243751U CN212243751U CN202020817903.XU CN202020817903U CN212243751U CN 212243751 U CN212243751 U CN 212243751U CN 202020817903 U CN202020817903 U CN 202020817903U CN 212243751 U CN212243751 U CN 212243751U
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Abstract
The utility model relates to an optimize docking block structure in bow stern large dock block region belongs to the shipbuilding field. It comprises a combined support (2); the combined support (2) comprises a rectangular support (2.1), and a first wedge-shaped support (2.2) and a second wedge-shaped support (2.3) which are different in orientation are longitudinally overlapped above the rectangular support (2.1); wedge-shaped wood (2.4) is arranged above the second wedge-shaped support (2.3). The utility model discloses an optimize docking block structure in bow stern large dock block region, its convenient high efficiency and easy operation easily assemble, and its bearing capacity obviously strengthens, and whole security obtains the guarantee.
Description
Technical Field
The utility model relates to an optimize docking block structure in bow stern large dock block region belongs to the shipbuilding field.
Background
In the prior art, during the carrying period of a ship under construction in a dock, a large fore-aft linear area is placed on a large dock block to be contacted with a dock bottom, and a cement strip ridge is placed on the large dock block.
For example, chinese patent publication No. CN109625212A discloses an adjustable docking block for loading ships in a floating dock, which includes a top movable support seat, an adjusting sliding member and a fixed support base, wherein the adjusting sliding member is installed in a groove of the fixed support base, and the top movable support seat is installed on the fixed support base. The adjustable docking block for bearing ships in the floating dock can be continuously used after seawater is frequently immersed, the function of the docking block is not affected, the docking block is adjustable up and down, the operation is simple, electric power and hydraulic drive are not needed, the docking block is durable, and the problem that the old docking block cannot be adjusted up and down is successfully solved.
The docking blocks in the above patents are adjustable, but the bearing capacity and the service life of the docking blocks cannot be guaranteed when the fore-aft area is large in line shape and concentrated in weight.
Also for example, chinese patent with patent publication No. CN208931609U discloses a combined loose self-locking steel docking block, which solves the technical problem of sinking of a ship body caused by compressing the block by the ship body, and the combined loose self-locking steel docking block comprises a support body, a wedge block and a base, wherein the support body is arranged on the base, and 2 wedge blocks are arranged in the base; the support body comprises a supporting tube, a reinforcing rib plate, a supporting plate, a reinforcing elbow plate and a plugging plate, wherein the supporting plate is arranged at the upper end of the supporting tube, and the plugging plate is arranged at the lower end of the supporting tube; the wedge block comprises a panel, a bottom plate, a reinforcing plate and blocking baffle plates, the bottom plate and the panel are arranged at the upper end and the lower end, and the blocking plates are arranged at the left side and the right side; the base includes bedplate, sleeve pipe, limiting plate, reinforcing ring and forklift board, and the limiting plate setting is provided with the reinforcing ring between forklift board and the sleeve pipe in the sleeve pipe.
The docking block has the height adjusting function, so that the problem of height difference of the bottom of the dry dock is solved, the smoothness of the bottom of the ship in ship construction is guaranteed, the structure is relatively complex, and the manufacturing cost and the assembly time cost are increased.
Therefore, the development of a docking block structure for optimizing a fore-aft large docking block area is urgent.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the problem of proposing among the above-mentioned background problem, provide a dock block structure of optimizing bow stern large dock block region, its is rational in infrastructure, low in production cost, convenient assembling, the bearing capacity is stronger.
The purpose of the utility model is realized like this: a dock block structure for optimizing a bow-stern large dock block area comprises a combined support;
the combined support comprises a rectangular support, and a first wedge-shaped support and a second wedge-shaped support which are different in orientation are longitudinally overlapped above the rectangular support;
wedge-shaped wood is further arranged above the second wedge-shaped support.
The first wedge-shaped support faces leftwards, and the second wedge-shaped support is arranged upside down above the first wedge-shaped support and faces rightwards.
A plurality of longitudinal rib plates are uniformly distributed in the first wedge-shaped support and the second wedge-shaped support.
Lifting lugs are arranged on one sides of the first wedge-shaped support and the second wedge-shaped support.
And a plurality of longitudinal rib plates are uniformly distributed in the rectangular support.
Lifting lugs are arranged on two sides of the rectangular support.
Compared with the prior art, the utility model has the advantages of it is following:
the utility model discloses an optimize docking block structure in bow stern large dock block region, rational in infrastructure, its convenient high efficiency and easy operation are easily assembled, new construction, its bearing capacity obviously strengthens, whole security obtains guaranteeing, can also take interval arrangement's mode nimble use with the cement mound in the use, alleviates cement mound service pressure, reduces the loss of cement mound.
Drawings
Fig. 1 is a schematic view of the overall structure of the dock block structure for optimizing the bow-stern large dock block area of the present invention.
Fig. 2 is a schematic view of a rectangular support of the docking block structure for optimizing the bow-stern large docking block area of the present invention.
Fig. 3 is a schematic view of a wedge support of a docking block structure for optimizing a bow-stern large docking block area of the present invention.
Wherein: 1. a large area of fore-aft line shape; 2. a combined support;
2.1, rectangular support; 2.2, a first wedge-shaped support; 2.3, a second wedge-shaped support; 2.4, wedge wood.
Detailed Description
The invention is described below with reference to the accompanying drawings and specific embodiments:
as shown in fig. 1, a docking block structure for optimizing a bow-stern large docking block area comprises a combined support 2;
the combined support 2 comprises a rectangular support 2.1, and a first wedge-shaped support 2.2 and a second wedge-shaped support 2.3 which are different in orientation are longitudinally overlapped above the rectangular support 2.1;
a wedge wood 2.4 is also arranged above the second wedge support 2.3.
The first wedge-shaped support 2.2 faces leftwards, and the second wedge-shaped support 2.3 is arranged above the first wedge-shaped support 2.2 in an inverted manner and faces rightwards.
A plurality of longitudinal rib plates are uniformly distributed in the first wedge-shaped support 2.2 and the second wedge-shaped support 2.3.
Lifting lugs are arranged on one side of the first wedge-shaped support 2.2 and one side of the second wedge-shaped support 2.3.
A plurality of longitudinal rib plates are uniformly distributed in the rectangular support 2.1.
Lifting lugs are arranged on two sides of the rectangular support 2.1.
In this embodiment, the rectangular support 2.1 may be a square steel pier.
In this embodiment, the first and second wedge supports 2.2, 2.3 may be wedge shaped steel piers.
The above is only a specific application example of the present invention, and does not constitute any limitation to the protection scope of the present invention. All the technical solutions formed by equivalent transformation or equivalent replacement fall within the protection scope of the present invention.
Claims (6)
1. The utility model provides an optimize docking block structure in big docking block region of bow stern which characterized in that: comprises a combined support (2);
the combined support (2) comprises a rectangular support (2.1), and a first wedge-shaped support (2.2) and a second wedge-shaped support (2.3) which are different in orientation are longitudinally overlapped above the rectangular support (2.1);
wedge-shaped wood (2.4) is arranged above the second wedge-shaped support (2.3).
2. The docking block structure for optimizing an area of a bow-stern docking block according to claim 1, wherein: the first wedge-shaped support (2.2) faces leftwards, and the second wedge-shaped support (2.3) is arranged above the first wedge-shaped support (2.2) in an inverted mode and faces rightwards.
3. The docking block structure for optimizing an area of a bow-stern docking block according to claim 2, wherein: a plurality of longitudinal rib plates are uniformly distributed in the first wedge-shaped support (2.2) and the second wedge-shaped support (2.3).
4. The docking block structure for optimizing an area of a bow-stern docking block according to claim 3, wherein: lifting lugs are arranged on the broadside sides of the first wedge-shaped support (2.2) and the second wedge-shaped support (2.3).
5. The docking block structure for optimizing an area of a bow-stern docking block according to claim 1, wherein: a plurality of longitudinal rib plates are uniformly distributed in the rectangular support (2.1).
6. The docking block structure for optimizing an area of bow and stern docking blocks of claim 5, wherein: lifting lugs are arranged on two sides of the rectangular support (2.1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020817903.XU CN212243751U (en) | 2020-05-18 | 2020-05-18 | Dock block structure for optimizing large bow and stern dock block area |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020817903.XU CN212243751U (en) | 2020-05-18 | 2020-05-18 | Dock block structure for optimizing large bow and stern dock block area |
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| Publication Number | Publication Date |
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| CN212243751U true CN212243751U (en) | 2020-12-29 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202020817903.XU Active CN212243751U (en) | 2020-05-18 | 2020-05-18 | Dock block structure for optimizing large bow and stern dock block area |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115140272A (en) * | 2022-06-27 | 2022-10-04 | 上海外高桥造船有限公司 | Adjusting assembly and leveling system |
| CN116353759A (en) * | 2023-03-11 | 2023-06-30 | 江苏扬子鑫福造船有限公司 | Hull bilge structure, preparation method thereof and dock block for bilge structure construction |
-
2020
- 2020-05-18 CN CN202020817903.XU patent/CN212243751U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115140272A (en) * | 2022-06-27 | 2022-10-04 | 上海外高桥造船有限公司 | Adjusting assembly and leveling system |
| CN115140272B (en) * | 2022-06-27 | 2023-08-11 | 上海外高桥造船有限公司 | Adjusting assembly and leveling system |
| CN116353759A (en) * | 2023-03-11 | 2023-06-30 | 江苏扬子鑫福造船有限公司 | Hull bilge structure, preparation method thereof and dock block for bilge structure construction |
| CN116353759B (en) * | 2023-03-11 | 2023-10-13 | 江苏扬子鑫福造船有限公司 | Hull bilge structure, preparation method thereof and dock block for bilge structure construction |
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