CN203199159U - Anti-shaking dual buoyancy tank - Google Patents
Anti-shaking dual buoyancy tank Download PDFInfo
- Publication number
- CN203199159U CN203199159U CN 201320168167 CN201320168167U CN203199159U CN 203199159 U CN203199159 U CN 203199159U CN 201320168167 CN201320168167 CN 201320168167 CN 201320168167 U CN201320168167 U CN 201320168167U CN 203199159 U CN203199159 U CN 203199159U
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- Prior art keywords
- tank body
- angle
- buoyancy tank
- shaking
- pvc
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Abstract
The utility model relates to the technical field of buoyancy tanks, in particular to an anti-shaking dual buoyancy tank, which comprises a tank body and an exhaust cover, wherein the tank body consists of a PVC (Polyvinyl Chloride) shell and foam; the tank body is divided into a left tank body and a right tank body; a large groove is formed between the inner side wall of the left tank body and the inner side wall of the right tank body; an included angle between the extending line of the inner side wall of the left tank body and the extending line of the inner side wall of the right tank body is an angle I; the angle I is 4.5-8 degrees; a plurality of splayed grooves are formed on the upper surface of the PVC shell; a plurality of bolt connecting holes are formed in the edge of the upper surface of the PVC shell; and the upper surface of the PVC shell is provided with a plurality of exhaust holes which are matched with the exhaust cover. When the anti-shaking dual buoyancy tank is in use, the situation of weight loss of a single tank body caused by water impact is avoided under the pressure of balance water impact of the left tank body and the right tank body, so that the balance performance of a floating bridge is ensured, and the safety of personnel on the bridge is ensured. The anti-shaking dual buoyancy tank has the advantages of simple structure, reasonable setting, low manufacturing cost and the like.
Description
[technical field]
The utility model relates to the buoyancy tank technical field, particularly a kind of binary buoyancy tank of anti-rock.
[background technology]
The buoyancy tank internal main will adopt the PVC of lighter weight and foam-filled, utilizes the buoyancy of buoyancy tank integral body to equate the principle of work of displacement, and the object that buoyancy tank is supported swims in waterborne, and can hold constant weight.Because buoyancy tank is simple in structure, is convenient to daily attention.So buoyancy tank is widely used in floating support pontoon bridge, floating plank road and support floating facility on the water, and is daily being seen such as us: yacht wharf, floating plank road, dining room waterborne etc.
At present, the product that flows on the market all is the monomer buoyancy tank, because weightless situation easily appears in the monomer buoyancy tank after the pressurized in water, thereby causes the unstable in water of pontoon bridge, and has potential safety hazard.Therefore be necessary existing floating box structure is carried out further technical innovation.
[utility model content]
The purpose of this utility model is for the defective of prior art and deficiency, and the binary buoyancy tank of anti-rock a kind of simple in structure, reasonable in design, easy to use is provided.
For achieving the above object, the technical solution adopted in the utility model is:
The binary buoyancy tank of a kind of anti-rock described in the utility model, comprise casing, described casing is by PVC shell and foam composition, it also comprises exhaust cap, described casing is divided into left box body and right case, be provided with big groove between described left box body madial wall and the right case madial wall, the extended line angle of the extended line of described left box body madial wall and right case madial wall is angle one, and the number of degrees at described angle one are 4.5~8 degree; Described PVC upper surface of outer cover is provided with some the grooves that are Eight characters shape, and described PVC upper surface of outer cover is provided with several bolt connecting holes on the edge; Described PVC upper surface of outer cover is provided with the deflation hole that several and exhaust cap are complementary, and described deflation hole is arranged in the groove of Eight characters shape.
Further, the number of degrees at described angle one are 6 degree.
After adopting said structure, the utility model beneficial effect is: the binary buoyancy tank of a kind of anti-rock described in the utility model, comprise casing, described casing is by PVC shell and foam composition, it also comprises exhaust cap, and described casing is divided into left box body and right case, is provided with big groove between described left box body madial wall and the right case madial wall, the extended line angle of the extended line of described left box body madial wall and right case madial wall is angle one, and the number of degrees at described angle one are 4.5~8 degree; Described PVC upper surface of outer cover is provided with some the grooves that are Eight characters shape, and described PVC upper surface of outer cover is provided with several bolt connecting holes on the edge; Described PVC upper surface of outer cover is provided with the deflation hole that several and exhaust cap are complementary, and described deflation hole is arranged in the groove of Eight characters shape.When using the utility model, by the pressure that left box body and right case equilibrium water are impacted, avoid in the past that single casing has guaranteed the balance quality of pontoon bridge because water slug causes weightless situation, guarantee the personal security on the pontoon bridge.The utlity model has simple in structurely, arrange rationally, the advantage such as cost of manufacture is low.
[description of drawings]
Accompanying drawing described herein is to be used to provide further understanding of the present utility model, consists of the application's a part, but does not consist of to improper restriction of the present utility model, in the accompanying drawings:
Fig. 1 is part sectional view of the present utility model;
Fig. 2 is front elevation of the present utility model;
Description of reference numerals:
1, left box body; 2, right case; 3, PVC shell; 31, groove; 32, bolt connecting hole;
4, foam; 5, exhaust cap; α, angle one.
[specific embodiment]
Describe the utility model in detail below in conjunction with accompanying drawing and specific embodiment, illustrative examples wherein and explanation only are used for explaining the utility model, but not as to restriction of the present utility model.
As shown in Figure 1 and Figure 2, the binary buoyancy tank of a kind of anti-rock described in the utility model, comprise casing, described casing is comprised of PVC shell 3 and foam 4, it also comprises exhaust cap 5, and described casing is divided into left box body 1 and right case 2, is provided with big groove between described left box body 1 madial wall and right case 2 madial walls, the extended line angle of the extended line of described left box body 1 madial wall and right case 2 madial walls is angle one α, and the number of degrees of described angle one α are 4.5~8 degree; Like this, when casing was subject to impacting about external force, left box body 1 and right case 2 just can come by big groove the shock pressure of equilibrium water.
Described PVC shell 3 upper surfaces are provided with some the grooves 31 that are Eight characters shape, and groove 31 can increase the friction force between PVC shell 3 and the pontoon bridge.Be provided with several bolt connecting holes 32 on described PVC shell 3 top surface edge; Bolt connecting hole 32 can be used for connecting pontoon bridge.Described PVC shell 3 upper surfaces are provided with the deflation hole that several and exhaust cap 5 are complementary, and described deflation hole is arranged in the groove 31 of Eight characters shape; Deflation hole can balance PVC shell 3 air pressure inside.
As a kind of optimal way of the present utility model, the number of degrees of described angle one α are 6 degree; Such angle is set can allow big groove obtain preferably buffer capacity.
When using the utility model, can avoid not only in the past that single casing has guaranteed the balance quality of pontoon bridge because water slug causes weightless phenomenon, guarantee the personal security on the pontoon bridge; And can strengthen connectivity between pontoon bridge and the casing.In addition, this is simple in structure, reasonable in design, low cost of manufacture.
The above only is better embodiment of the present utility model, therefore all equivalences of doing according to the described structure of the utility model patent claim, feature and principle change or modify, is included in the utility model patent claim.
Claims (2)
1. the binary buoyancy tank of an anti-rock, comprise casing, described casing is comprised of PVC shell (3) and foam (4), it is characterized in that: it also comprises exhaust cap (5), described casing is divided into left box body (1) and right case (2), be provided with big groove between described left box body (1) madial wall and right case (2) madial wall, the extended line angle of the extended line of described left box body (1) madial wall and right case (2) madial wall is angle one (α), and the number of degrees at described angle one (α) are 4.5~8 degree; Described PVC shell (3) upper surface is provided with some the grooves (31) that are Eight characters shape, is provided with several bolt connecting holes (32) on described PVC shell (3) top surface edge; Described PVC shell (3) upper surface is provided with the deflation hole that several and exhaust cap (5) are complementary, and described deflation hole is arranged in the groove (31) of Eight characters shape.
2. the binary buoyancy tank of anti-rock according to claim 1 is characterized in that: the number of degrees at described angle one (α) are 6 degree.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201320168167 CN203199159U (en) | 2013-04-01 | 2013-04-01 | Anti-shaking dual buoyancy tank |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201320168167 CN203199159U (en) | 2013-04-01 | 2013-04-01 | Anti-shaking dual buoyancy tank |
Publications (1)
Publication Number | Publication Date |
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CN203199159U true CN203199159U (en) | 2013-09-18 |
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN 201320168167 Expired - Fee Related CN203199159U (en) | 2013-04-01 | 2013-04-01 | Anti-shaking dual buoyancy tank |
Country Status (1)
Country | Link |
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CN (1) | CN203199159U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108589882A (en) * | 2018-04-17 | 2018-09-28 | 山东交通学院 | A kind of urgent drain tank of highway engineering |
-
2013
- 2013-04-01 CN CN 201320168167 patent/CN203199159U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108589882A (en) * | 2018-04-17 | 2018-09-28 | 山东交通学院 | A kind of urgent drain tank of highway engineering |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130918 Termination date: 20150401 |
|
EXPY | Termination of patent right or utility model |