CN208216927U - A kind of deck bulwark drainage hole structure - Google Patents
A kind of deck bulwark drainage hole structure Download PDFInfo
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- CN208216927U CN208216927U CN201820711187.XU CN201820711187U CN208216927U CN 208216927 U CN208216927 U CN 208216927U CN 201820711187 U CN201820711187 U CN 201820711187U CN 208216927 U CN208216927 U CN 208216927U
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- drainage hole
- deck
- bulwark
- baffle
- drainage
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Abstract
The utility model relates to a kind of deck bulwark drainage hole structures, including deck bulwark, the bottom of the deck bulwark offers several drainage holes side by side, the baffle that one shape is coincide with drainage hole is respectively installed in each drainage hole, the baffle is hinged on the bulwark of deck by the shaft that both ends are installed in the horizontal direction, and the bottom inside of the drainage hole is installed with the block that anti-baffle plate is overturn to inboard.The height of the drainage hole is 500mm.The shaft is hinged on the inside of deck bulwark.It is connected between two shafts at the baffle both ends by stiffener plate.The quantity of the block is two pieces, is symmetrically distributed in the both ends of drainage hole bottom.The position of the drainage hole is between the adjacent strong frame of hull.The deck bulwark drainage hole structure is suitable for towing/anchor handling/supply vessel.The utility model guarantees displacement, improves drainage efficiency under the premise of meeting bulwark structural strength, and solves the problems, such as that inwelling hinders deck ponding to exclude.
Description
Technical field
The utility model relates to a kind of deck bulwark drainage hole structures, belong to ship deck technical field of drainage.
Background technique
Offshore oil and gas field probing, mining operations mostly use floating or fixed platform to carry out, and supply the resource of platform
The work such as give, safeguard often completed by towing/anchor handling/supply vessel.Since marine environment, weather are complicated and changeable, to the supply to platform
Upkeep operation often carries out under severe sea condition, suddenly, and with strong wind due to unrestrained high, stream, leads to ship motion intense, operation
Deck is easy for submerge in water with ship movement, in addition sea laps, and deck plane will form a large amount of seawater accumulation, wet
Sliding deck causes crewman's task difficulty to greatly improve, and even relates to life security.
In order to exclude work deck ponding, it will usually drainage hole be arranged in the deck bulwark bottom of topside, shaken in ship
During pendulum, seawater discharges into sea via drainage hole.As shown in connection with fig. 1, the bulwark drainage hole of conventional design, in order to consider
Bulwark structural strength, general height are no more than 200mm, and in order to increase displacement, the aperture length of conventional design can be longer, still
Its disadvantage formally will appear when a large amount of ponding of deck plane pour into drainage hole together as hull waves due to height limitation
Draining reflux, draining not in time the phenomenon that, in addition, due to tapping do not have it is any block, when ship generate big amplitude rolling after,
Deck plane can be swarmed there is a situation where unilateral seawater is flowed backward by drainage hole, be less useful for deck drainage.
Utility model content
The technical problem to be solved by the utility model is to provide a kind of deck bulwark drainage hole structures, can in time simultaneously
Quickly discharge deck ponding, while external inwelling problem can be prevented again.
To solve the above-mentioned problems, the technical solution adopted in the utility model is as follows:
A kind of deck bulwark drainage hole structure, including deck bulwark, the bottom of the deck bulwark offer several side by side
Drainage hole respectively installs a shape in each drainage hole and baffle that drainage hole coincide, the baffle by both ends in the horizontal direction
The shaft of installation is hinged on the bulwark of deck,
The bottom inside of the drainage hole is installed with the block that anti-baffle plate is overturn to inboard.
Further, in order to increase displacement, the height of the drainage hole is 500mm.
Further, in order to reduce corrosion of the seawater to shaft, the shaft is hinged on the inside of deck bulwark.
Further, it is connected between two shafts at the baffle both ends by stiffener plate.
Further, the quantity of the block is two pieces, is symmetrically distributed in the both ends of drainage hole bottom.
Further, the position of the drainage hole is between the adjacent strong frame of hull.
Further, the deck bulwark drainage hole structure is suitable for towing/anchor handling/supply vessel.
Compared with prior art, the utility model has the beneficial effects that changing existing strip hole into multiple drainage holes simultaneously
The mode of column effectively increases the gross area of drainage hole, meets the requirement for increasing deck drainage amount;By can outboard rotate opening
Baffle and block cooperation, realize that deck ponding can be flowed out from drainage hole, and when baffle is by seawater hydraulic gyration,
Due to the block being arranged in aperture lower end inside, baffle is prevented to continue to overturn back towards inboard, so that external dynamic sea is kept off by baffle
Can not firmly it flow backward.Realize water flow can only one-way flow, can be effectively prevented inwelling hinder deck ponding exclusion;Because adopting
It is arranged side by side with multiple drainage holes, when the height of drainage hole is added to 500mm, it still can satisfy the requirement of bulwark structural strength.
Drainage hole and every grade strong frame position one-to-one correspondence, not only ensure that displacement and drainage efficiency, but also to be able to satisfy side of a ship wall construction strong in this way
The requirement of degree is particluarly suitable for using on the ship of operation under severe sea condition, weather environment.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the deck bulwark drainage hole of conventional design.1 ' is drainage hole.
Fig. 2 is the structural schematic diagram of one preferred embodiment of the utility model.
Fig. 3 is the structural schematic diagram of baffle in one preferred embodiment of the utility model.
Fig. 4 is the cross-sectional view along Fig. 3 at A-A.
Fig. 5 is the cross-sectional view along Fig. 3 at B-B.
Fig. 6 is the position view of drainage hole in one preferred embodiment of the utility model.
Specific embodiment
The utility model is described in further detail below in conjunction with the drawings and specific embodiments.It is said according to following
Bright, the purpose of this utility model, technical solution and advantage will be apparent from.It should be noted that described embodiment is this
The preferred embodiment of utility model, instead of all the embodiments.
In conjunction with shown in Fig. 2 to Fig. 5, a kind of deck bulwark drainage hole structure, including deck bulwark 2, the deck bulwark 2
Bottom offers several drainage holes 1 side by side, and the baffle 3 that a shape is coincide with drainage hole, the gear are respectively installed in each drainage hole 1
Plate 3 is hinged on deck bulwark 2 by the shaft 4 that both ends are installed in the horizontal direction, and the bottom inside of the drainage hole 1 is installed with
The block 5 that anti-baffle plate 3 is overturn to inboard.The quantity of the block 5 is two pieces, is symmetrically distributed in the both ends of 1 bottom of drainage hole.
Due to the form using multiple drainage holes, the height of the drainage hole 1 can increase to 500mm, while can expire again
The requirement of sufficient bulwark structural strength.
The shaft 4 is preferably hinged on the inside of deck bulwark 2.By adding between two shafts at 3 both ends of baffle
Strengthening tendons plate 6 connects.
As shown in connection with fig. 6, the position of the drainage hole 1 is between the adjacent strong frame 7 of hull.
The deck bulwark drainage hole structure is particularly suitable for towing/anchor handling/supply vessel.
Compared with prior art, the utility model has the beneficial effects that changing existing strip hole into multiple drainage holes simultaneously
The mode of column effectively increases the gross area of drainage hole, meets the requirement for increasing deck drainage amount;By can outboard rotate opening
Baffle and block cooperation, realize that deck ponding can be flowed out from drainage hole, and when baffle is by seawater hydraulic gyration,
Due to the block being arranged in aperture lower end inside, baffle is prevented to continue to overturn back towards inboard, so that external dynamic sea is kept off by baffle
Can not firmly it flow backward.Realize water flow can only one-way flow, can be effectively prevented inwelling hinder deck ponding exclusion;Because adopting
It is arranged side by side with multiple drainage holes, when the height of drainage hole is added to 500mm, it still can satisfy the requirement of bulwark structural strength.
Drainage hole and every grade strong frame position one-to-one correspondence, not only ensure that displacement and drainage efficiency, but also to be able to satisfy side of a ship wall construction strong in this way
The requirement of degree is particluarly suitable for using on the ship of operation under severe sea condition, weather environment.
The above is only the description explanation of the preferred embodiment in the utility model, not to scope of protection of the utility model
Restriction, it is clear that anyone skilled in the art based on the above embodiment, can readily occur in replacement or variation to obtain
Other embodiments, these, which should all cover, is within the protection scope of the utility model.
Claims (7)
1. a kind of deck bulwark drainage hole structure, including deck bulwark (2), it is characterised in that:
The bottom of the deck bulwark (2) offers several drainage holes (1) side by side, respectively installs a shape in each drainage hole (1)
The baffle (3) coincideing with drainage hole, the baffle (3) are hinged on the deck side of a ship by the shaft (4) that both ends are installed in the horizontal direction
On wall (2),
The bottom inside of the drainage hole (1) is installed with the block (5) that anti-baffle plate (3) is overturn to inboard.
2. bulwark drainage hole structure in deck according to claim 1, it is characterised in that:
The height of the drainage hole (1) is 500mm.
3. bulwark drainage hole structure in deck according to claim 1, it is characterised in that:
The shaft (4) is hinged on the inside of deck bulwark (2).
4. bulwark drainage hole structure in deck according to claim 1, it is characterised in that:
It is connected between two shafts at baffle (3) both ends by stiffener plate (6).
5. bulwark drainage hole structure in deck according to claim 1, it is characterised in that:
The quantity of the block (5) is two pieces, is symmetrically distributed in the both ends of drainage hole (1) bottom.
6. bulwark drainage hole structure in deck according to claim 1, it is characterised in that:
The position of the drainage hole (1) is between the adjacent strong frame of hull (7).
7. according to claim 1 to bulwark drainage hole structure in deck described in 6 any claims, it is characterised in that:
The deck bulwark drainage hole structure is suitable for towing/anchor handling/supply vessel.
Priority Applications (1)
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CN201820711187.XU CN208216927U (en) | 2018-05-14 | 2018-05-14 | A kind of deck bulwark drainage hole structure |
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CN201820711187.XU CN208216927U (en) | 2018-05-14 | 2018-05-14 | A kind of deck bulwark drainage hole structure |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113581367A (en) * | 2021-07-20 | 2021-11-02 | 海洋石油工程股份有限公司 | Marine oil floating platform individual layer tilting wave wall structure |
CN114104194A (en) * | 2021-12-15 | 2022-03-01 | 中船广西船舶及海洋工程有限公司 | Novel ship safety protection device |
-
2018
- 2018-05-14 CN CN201820711187.XU patent/CN208216927U/en active Active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113581367A (en) * | 2021-07-20 | 2021-11-02 | 海洋石油工程股份有限公司 | Marine oil floating platform individual layer tilting wave wall structure |
CN114104194A (en) * | 2021-12-15 | 2022-03-01 | 中船广西船舶及海洋工程有限公司 | Novel ship safety protection device |
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