CN213448311U - Deepwater assembled mooring device - Google Patents
Deepwater assembled mooring device Download PDFInfo
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- CN213448311U CN213448311U CN202021897621.1U CN202021897621U CN213448311U CN 213448311 U CN213448311 U CN 213448311U CN 202021897621 U CN202021897621 U CN 202021897621U CN 213448311 U CN213448311 U CN 213448311U
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Abstract
The utility model relates to a deepwater assembled mooring device, which comprises a multilayer mooring structure, and a cable channel facility and a shore power facility which are arranged on the multilayer mooring structure; multilayer is ship structure includes the composite pile foundation, the composite pile foundation top is provided with two-layer at least steel structure frame, steel structure frame includes that steel stand and steel connection prop, the composite pile foundation upper end is provided with the steel stand, is provided with the steel connection between the adjacent steel stand and props, the steel connection of the steel structure frame of top layer props upper portion and is provided with steel operation platform. The utility model can effectively reduce the difficulty of on-site water construction and shorten the construction time, and the used material is low-carbon and environment-friendly; the shore power facility provides power supply service for the berthing ship, and the energy conservation and environmental protection are good; the safety facilities ensure the safety of berthing and sailing of the ship; the assembled mooring device is high in construction efficiency and good in environmental protection performance.
Description
Technical Field
The utility model relates to a mooring device, more specifically say, relate to a deep water assembled mooring device.
Background
During the period of holding a brake and keeping out wind of a ship in a reservoir area, a specific structure is required to be relied on for berthing operation. The traditional reservoir area anchor ground mostly adopts manual field guiding berthing in the service life, and the workload is large; and the ship can only rely on the ship main generator to generate electricity, so that the electricity consumption cost is high and the environmental pollution is great. Therefore, the traditional reservoir area anchor ground has certain disadvantages in the aspects of personnel demand, electricity cost and environmental protection and energy conservation during the service life.
The construction water level time of the reservoir area water area is short and the construction environment is poor, only three to four months of time can be usually constructed in one year, and the traditional structure is a cast-in-place reinforced concrete frame structure. During construction, the concrete frame structure has the defects of high dust emission, high noise and incapability of recycling; in the aspect of construction quality control, the pouring quality of the concrete frame needs to be ensured, and cooling measures are adopted to facilitate the dissipation of large-volume concrete hydration heat, so that the difficulty of completing construction tasks in limited time and space is increased. In addition, the reservoir area is often backed up by mountains, so that the construction site is limited, and how to quickly build the concrete frame in a limited construction period by combining all adverse conditions becomes a difficult problem. Therefore, the concrete structure frame has certain disadvantages in terms of construction period, construction conditions and environmental protection and energy conservation.
Disclosure of Invention
The to-be-solved technical problem of the utility model is to provide a deep water assembled is by ship device with low costs, little environmental pollution of power consumption.
The utility model provides a technical scheme that its technical problem adopted is: constructing a deepwater assembled mooring device, which comprises a multilayer mooring structure, and a cable channel facility and a shore power facility which are arranged on the multilayer mooring structure;
the multilayer mooring structure comprises a combined pile foundation, at least two layers of steel structure frames are arranged at the top of the combined pile foundation, each steel structure frame comprises a steel upright and a steel connection support, the steel upright is arranged at the upper end of the combined pile foundation, the steel connection supports are arranged between the adjacent steel uprights, and a steel operation platform is arranged at the upper parts of the steel connection supports of the steel structure frames at the topmost layer;
a steel berthing member is fixedly arranged on the water side of each layer of steel structure frame, and a steel mooring device is arranged on the steel berthing member; the steel mooring device comprises steel mooring platforms arranged at the upper parts of the steel mooring beams, a steel inclined ladder stand is arranged between every two adjacent steel mooring platforms, and a steel straight ladder stand is arranged at the water side of the steel mooring component;
the cable channel facility is arranged on the steel working platform and comprises a steel bridge, one end of the steel bridge is fixedly connected with the steel working platform, the other end of the steel bridge is connected with a bank side bridge abutment, and an anchor rod is arranged below the bank side bridge abutment;
the shore power facility sets up on the steel work platform, the shore power facility is including setting up cable drum, steel leading truck hoisting winch and the pulley system on steel work platform, still including setting up the steel leading truck on the steel stand, be provided with power-saving box platform in the steel leading truck, steel leading truck bottom is provided with spacing flotation tank, still includes the shore power cable, the shore power cable is followed by land area the cable channel facility winding is in on the cable drum, the reentry power-saving box platform.
According to the scheme, the combined pile foundation consists of a lower concrete cast-in-place pile and an upper steel pipe pile.
According to the scheme, safety facilities are arranged on the steel working platform and comprise safety signs and warning lamps.
According to the scheme, the safety facility comprises a monitoring facility, and the monitoring facility is a high-definition camera.
According to the scheme, the monitoring facility is connected with the land machine room through the optical cable.
According to the scheme, two groups of steel berthing members are arranged.
Implement the utility model discloses a deep water assembled is by ship device has following beneficial effect:
1. the utility model discloses deep water assembled is by the prefabricated processing of the required component of steel construction frame in the ship device in the mill, transports to the job site through the water route, hoists the welding at the scene, and the steel construction frame construction occupies that the construction site is little, efficient to reach the effect of practicing thrift engineering time, reducing the construction degree of difficulty and economic cost, and the material environmental protection and energy saving and the recoverable recycling that use.
2. The deepwater assembled mooring device of the utility model provides power supply service for ships by arranging shore power facilities, thereby reducing the fuel consumption of the ships, lowering the transportation cost and effectively reducing the environmental pollution;
3. the deepwater assembled ship mooring device of the utility model is provided with safety facilities to ensure the safety of ship mooring and navigation; and a plurality of ships can be provided to berth at the same time, and the use efficiency of the anchor ground is improved.
4. The utility model discloses deep water assembled is by ship device reserves sufficient anticorrosive coating during through the construction, can reach the purpose that reduces maintenance work load in the life.
5. The deep water assembled mooring device of the utility model has the advantages of small personnel demand, low power consumption and good environmental protection and energy saving effects in the service life.
6. The utility model discloses deep water assembled is by ship device can shorten the time limit for a project, adapt to abominable construction condition and improve environmental protection and energy saving efficiency in the construction period.
Drawings
The invention will be further explained with reference to the drawings and examples, wherein:
fig. 1 is a schematic structural diagram of a deepwater fabricated mooring device of the present invention;
fig. 2 is a schematic elevation view of the deep water fabricated mooring device of the present invention;
fig. 3 is a schematic cross-sectional view of the deep water fabricated mooring device of the present invention;
FIG. 4 is an enlarged view of a portion of FIG. 3 at A;
in the figure: 1. water flow direction, 2 parts of berthing water level, 2-1 parts of construction water level position, 2-2 parts of berthing ship low water level position, 2-3 parts of berthing ship high water level position, 3 parts of combined pile foundation, 3-1 parts of concrete cast-in-place pile, 3-2 parts of steel pipe pile, 4 parts of assembled steel structure frame facility, 4-1 parts of steel upright post, 4-2 parts of steel tie support, 4-3 parts of steel operation platform, 5 parts of steel mooring facility, 5-1 parts of steel mooring girder, 5-2 parts of steel mooring platform, 5-3 parts of mooring column, 6 parts of steel mooring member, 6-1 parts of supporting steel pipe, 6-2 parts of berthing steel pipe, 6-3 parts of berthing ship member, 6-4 parts of transverse rubber fender, 6-5 parts of vertical rubber fender, 7 parts of ladder climbing facility, 7-1 parts of steel inclined, 7-2 parts of steel vertical ladder, 8 parts of cable channel facility, 8-1 parts of steel bridge, 8-2 parts of bridge abutment, 8-3 parts of anchor rod, 9 parts of shore power facility, 9-1 parts of cable drum, 9-2 parts of steel guide frame, 9-3 parts of electrical box platform, 9-4 parts of limiting buoyancy tank, 9-5 parts of lifting winch, 9-6 parts of pulley system, 10 parts of monitoring facility, 11 parts of safety facility, 11-1 parts of safety indicator, 11-2 parts of warning light.
Detailed Description
In order to clearly understand the technical features, objects, and effects of the present invention, embodiments of the present invention will be described in detail with reference to the accompanying drawings.
As shown in fig. 1 to 4, in the embodiment of the deep water fabricated mooring device of the present invention, the deep water fabricated mooring device includes a multi-deck mooring structure, and a cable passage facility 8 and a shore power facility 9 provided on the multi-deck mooring structure;
the multilayer mooring structure comprises a combined pile foundation 3, wherein the combined pile foundation 3 consists of a lower concrete cast-in-place pile 3-1 and an upper steel pipe pile 3-2. At least two layers of steel structure frames are arranged at the top of the combined pile foundation 3, each steel structure frame comprises a steel upright post 4-1 and a steel connection support 4-2, the steel upright posts 4-1 are arranged at the upper end of the combined pile foundation 3, the steel connection supports 4-2 are arranged between the adjacent steel upright posts 4-1, a steel operation platform 4-3 is arranged on the upper portions of the steel connection supports 4-2 of the steel structure frames at the topmost layer, and eight steel upright posts are adopted in the embodiment. The multilayer ship tying structure is prefabricated into modules in a land factory and then is transported to a field for hoisting and welding.
A steel berthing member 6-3 is fixedly arranged on the water side of each layer of steel structure frame, and a steel mooring device is arranged on the steel berthing member 6-3; the steel mooring device comprises a steel mooring girder 5-1 arranged on the outer side of the support steel pipe 6-1, a steel mooring platform 5-2 is arranged on the upper portion of the steel mooring girder 5-1, a steel inclined ladder 7-1 is arranged between every two adjacent steel mooring platforms 5-2, and a steel vertical ladder 7-2 is arranged on the water side of the steel mooring component 6-3; the steel vertical ladder 7-2 can be led to each layer of steel mooring platforms 5-2. The upper part of the steel working platform 4-3 is provided with a mooring post 5-3, and the outer side is provided with a transverse rubber fender 6-4. A steel inclined ladder 7-1 is arranged on each layer of steel working platform 4-3, and a steel vertical ladder 7-2 is arranged on the water-facing side of the ship-approaching mechanism and can be communicated with each layer of steel mooring platform 5-2.
The cable channel facility 8 is arranged on the steel working platform 4-3, the cable channel facility 8 comprises a steel bridge 8-1, one end of the steel bridge 8-1 is fixedly connected with the steel working platform 4-3, the other end of the steel bridge 8-1 is connected with a shore side bridge abutment 8-2, and an anchor rod 8-3 is arranged below the shore side bridge abutment 8-2.
The shore power facility 9 is arranged on the steel working platform 4-3, the shore power facility 9 comprises a cable drum 9-1, a steel guide frame 9-2, a lifting winch 9-5 and a pulley system 9-6 which are arranged on the steel working platform 4-3, the operation of the lifting winch 9-5 and the pulley system 9-6 is synchronous with the operation of the cable drum 9-1, and the cable drum 9-1 is ensured to receive and release a cable, and the electronic box platform 9-3 can synchronously move up and down. The shore power cable is wound on a cable drum 9-1 from a land area along a cable channel facility 8 and then connected to a power connection box platform 9-3. Safety facilities 11 are arranged on the steel working platform 4-3, and the safety facilities 11 comprise safety signs 11-1 and warning lamps 11-2. The safety facility 11 includes a monitoring facility 10, and the monitoring facility 10 is a high-definition camera. The monitoring facility 10 is connected to a land-based machine room by an optical cable.
The utility model is suitable for a boats and ships lean on the berth operation under each water level between berth boats and ships low water level position 2-2, berth boats and ships high water level position 2-3, the layer height of every system of ship structure satisfies the high requirement of personnel business turn over and operation, and steel system beam 5-1 that the layer by layer set up can satisfy under the arbitrary water level condition that the crew climbs the platform and carries out service requirement such as mooring operation, like berth boats and ships low water level position 2-2, berth boats and ships high water level position 2-3 shown in figure 3. The components of the assembled steel structure frame facility can be directly processed in a factory, then transported to construction through a water channel and hoisted and welded at present, and the occupied site during construction is small, and the construction time is short. Thereby playing the role of saving construction time and economic cost; and the used materials are environment-friendly and energy-saving and can be recycled. The shore power facility 9 reduces the fuel consumption of the ship, reduces the transportation cost and can effectively reduce the environmental pollution; a safety facility 11 is arranged to ensure the safety of berthing and navigation of the ship; and a plurality of ships can be provided to berth at the same time, and the use efficiency of the anchor ground is improved.
While the embodiments of the present invention have been described with reference to the accompanying drawings, the present invention is not limited to the above-described embodiments, which are merely illustrative and not restrictive, and many modifications may be made by one skilled in the art without departing from the spirit and scope of the present invention as defined in the appended claims.
Claims (6)
1. A deepwater assembled mooring device is characterized by comprising a multilayer mooring structure, and a cable channel facility and a shore power facility which are arranged on the multilayer mooring structure;
the multilayer mooring structure comprises a combined pile foundation, at least two layers of steel structure frames are arranged at the top of the combined pile foundation, each steel structure frame comprises a steel upright and a steel connection support, the steel upright is arranged at the upper end of the combined pile foundation, the steel connection supports are arranged between the adjacent steel uprights, and a steel operation platform is arranged at the upper parts of the steel connection supports of the steel structure frames at the topmost layer;
a steel berthing member is fixedly arranged on the water side of each layer of steel structure frame, and a steel mooring device is arranged on the steel berthing member; the steel mooring component comprises a supporting steel pipe, a mooring component and a vertical rubber fender which are sequentially arranged from inside to outside, the steel mooring device comprises a steel mooring beam arranged on the outer side of the supporting steel pipe, a steel mooring platform is arranged on the upper portion of the steel mooring beam, a mooring column is arranged on the steel mooring platform, a steel inclined ladder stand is arranged between every two adjacent layers of steel mooring platforms, and a steel straight ladder stand is arranged on the water-facing side of the steel mooring component;
the cable channel facility is arranged on the steel working platform and comprises a steel bridge, one end of the steel bridge is fixedly connected with the steel working platform, the other end of the steel bridge is connected with a bank side bridge abutment, and an anchor rod is arranged below the bank side bridge abutment;
the shore power facility sets up on the steel work platform, the shore power facility is including setting up cable drum, steel leading truck hoisting winch and the pulley system on steel work platform, still including setting up the steel leading truck on the steel stand, be provided with power-saving box platform in the steel leading truck, steel leading truck bottom is provided with spacing flotation tank, still includes the shore power cable, the shore power cable is followed by land area the cable channel facility winding is in on the cable drum, the reentry power-saving box platform.
2. The deep water fabricated mooring device of claim 1, wherein the composite pile foundation is comprised of a lower concrete cast-in-place pile and an upper steel pipe pile.
3. The deep water fabricated mooring of claim 1, wherein safety equipment is provided on the steel work platform, the safety equipment comprising safety signs and warning lights.
4. The deepwater fitted mooring device of claim 3, wherein the safety facility comprises a monitoring facility, and the monitoring facility is a high-definition camera.
5. The deep water fabricated mooring of claim 4, wherein the monitoring facility is connected to a land based machine room by an optical cable.
6. The deep water fabricated mooring of claim 1, wherein there are two sets of steel mooring elements.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021897621.1U CN213448311U (en) | 2020-09-02 | 2020-09-02 | Deepwater assembled mooring device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021897621.1U CN213448311U (en) | 2020-09-02 | 2020-09-02 | Deepwater assembled mooring device |
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| Publication Number | Publication Date |
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| CN213448311U true CN213448311U (en) | 2021-06-15 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202021897621.1U Active CN213448311U (en) | 2020-09-02 | 2020-09-02 | Deepwater assembled mooring device |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115478782A (en) * | 2022-09-10 | 2022-12-16 | 长江三峡通航管理局 | Inland waterway double-ship flexible tandem reef explosion construction method |
-
2020
- 2020-09-02 CN CN202021897621.1U patent/CN213448311U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115478782A (en) * | 2022-09-10 | 2022-12-16 | 长江三峡通航管理局 | Inland waterway double-ship flexible tandem reef explosion construction method |
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