CN202380388U - Buoyancy tank for yacht wharf - Google Patents

Buoyancy tank for yacht wharf Download PDF

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Publication number
CN202380388U
CN202380388U CN2011205084310U CN201120508431U CN202380388U CN 202380388 U CN202380388 U CN 202380388U CN 2011205084310 U CN2011205084310 U CN 2011205084310U CN 201120508431 U CN201120508431 U CN 201120508431U CN 202380388 U CN202380388 U CN 202380388U
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CN
China
Prior art keywords
buoyancy tank
outer layer
utility
concrete outer
model
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
CN2011205084310U
Other languages
Chinese (zh)
Inventor
刘洪辉
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Guangzhou Deli yacht wharf engineering Co. Ltd.
Original Assignee
刘洪辉
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 刘洪辉 filed Critical 刘洪辉
Priority to CN2011205084310U priority Critical patent/CN202380388U/en
Application granted granted Critical
Publication of CN202380388U publication Critical patent/CN202380388U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

The utility model discloses a buoyancy tank for yacht wharf, comprising a foam inner layer for shaping, wherein a concrete outer layer is hardened and fixed on the outside of the foam inner layer; a reticular structural part for strengthening is buried in the concrete outer layer; and a stainless steel screw for connecting is fixedly arranged on at least one side of the concrete outer layer. The buoyancy tank disclosed by the utility model takes the foam inner layer as an inner die filling block, and takes the high-density concrete layer as an outer layer, so that the buoyancy tank has the advantages of good stability, good wave resistance, strong freezing resistance and corrosion resistance and a long service life; and the reticular structural part is buried in the concrete outer layer in order to strengthen the strength of the concrete outer layer. The buoyancy tank disclosed by the utility model can be widely applied in the yacht wharf field.

Description

A kind of buoyancy tank that is used for yacht wharf
Technical field
The utility model relates to a kind of yacht floating wharf, especially a kind of buoyancy tank that is used for yacht wharf.
Background technology
Along with the fast development of boats and ships, large ship dominates the market gradually.And the buoyancy aid of present most of yacht wharf (pontoon bridge) adopts steel buoyancy aid or wooden float structure more; Though existing steel buoyancy aid buoyancy tank has advantages such as corrosion resistance, heat resistance, easy processing; But its relative density is little, the deadweight not enough, causes stationarity and anti-wave power degree defective on the low side easily; And wooden buoyancy aid also exists from heavy and light, swings big defective, the middle-size and small-size ship that can only be used to berth, and need often regular maintenance.Therefore, along with the development of shipbuilding industry, need a kind of yacht wharf durable in use, that stability is high badly and use buoyancy tank.
The utility model content
The technical problem that the utility model will solve is: the buoyancy tank that is used for yacht wharf that a kind of stability is high, decay resistance is strong is provided.
In order to solve the problems of the technologies described above, the technical scheme that the utility model adopted is:
A kind of buoyancy tank that is used for yacht wharf; Comprise the foam internal layer that is used to finalize the design; Sclerosis is fixed with layer concrete skin outside the said foam internal layer; Be embedded with the net structure parts that are used to reinforce in the said concrete skin, said concrete skin is fixed with the stainless steel screw rod that is used to connect at least on a side.
Further as preferred embodiment, said net structure parts are the hot-galvanized steel silk screen.
The beneficial effect of the utility model is: the utility model buoyancy tank adopts the foam internal layer as the internal mold filling block; The highdensity layer of concrete of outer employing; Have that good stability, wave resistance are can good, freeze proof decay resistance strong, the advantage of long service life, also be embedded with the net structure parts in the concrete skin to add the outer field intensity of reinforced concrete.The utility model buoyancy tank can be widely used in the yacht wharf field.
Description of drawings
Be described further below in conjunction with the specific embodiment of accompanying drawing the utility model:
Fig. 1 is the structural representation of the utility model buoyancy tank.
The specific embodiment
With reference to Fig. 1; A kind of buoyancy tank that is used for yacht wharf; Comprise the foam internal layer 1 that is used to finalize the design; It is outer 2 that sclerosis is fixed with a layer concrete outside the said foam internal layer 1, is embedded with the net structure parts 4 that are used to reinforce in the said concrete outer 2, and said concrete outer 2 is fixed with the stainless steel screw rod 3 that is used to connect at least on a side.
In concrete the application, the utility model buoyancy tank through the stainless steel screw 3 that extends out with is connected skeletal fixation, with installation formation yacht with harbour or pontoon bridge.
In the utility model buoyancy tank with the 15kg/m3 polystyrene foam as the internal mold filling block, add alkali resistant glass fiber in the concrete.Buoyancy tank is connected with the force structure frame is ingenious through pre-buried screw rod, and buoyancy tank surface smoothing, water absorption rate are less than 0.5% every cube.Said net structure parts 4 are the hot-galvanized steel silk screen.
More than be that preferable enforcement to the utility model specifies; But the utility model is created and is not limited to said embodiment; Those of ordinary skill in the art can also make all equivalent variations or replacement under the prerequisite of the utility model spirit, distortion that these are equal to or replacement all are included in the application's claim institute restricted portion.

Claims (2)

1. buoyancy tank that is used for yacht wharf; It is characterized in that: comprise the foam internal layer (1) that is used to finalize the design; Sclerosis is fixed with a layer concrete outer (2) outside the said foam internal layer (1); Be embedded with the net structure parts (4) that are used to reinforce in the said concrete outer (2), said concrete outer (2) is fixed with the stainless steel screw rod (3) that is used to connect at least on a side.
2. a kind of buoyancy tank that is used for yacht wharf according to claim 1 is characterized in that: said net structure parts (4) are the hot-galvanized steel silk screen.
CN2011205084310U 2011-12-08 2011-12-08 Buoyancy tank for yacht wharf Expired - Lifetime CN202380388U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011205084310U CN202380388U (en) 2011-12-08 2011-12-08 Buoyancy tank for yacht wharf

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011205084310U CN202380388U (en) 2011-12-08 2011-12-08 Buoyancy tank for yacht wharf

Publications (1)

Publication Number Publication Date
CN202380388U true CN202380388U (en) 2012-08-15

Family

ID=46628901

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011205084310U Expired - Lifetime CN202380388U (en) 2011-12-08 2011-12-08 Buoyancy tank for yacht wharf

Country Status (1)

Country Link
CN (1) CN202380388U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104109996A (en) * 2014-08-06 2014-10-22 烟台康瑞特建材有限公司 Concrete floating bridge of floating wharf

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104109996A (en) * 2014-08-06 2014-10-22 烟台康瑞特建材有限公司 Concrete floating bridge of floating wharf
CN104109996B (en) * 2014-08-06 2016-04-06 烟台康瑞特建材有限公司 A kind of concrete pontoon bridge of floating harbour

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C41 Transfer of patent application or patent right or utility model
TR01 Transfer of patent right

Effective date of registration: 20160830

Address after: Department of bridge building, No. 6 crane Long Jie Peng Shangxing Fu Road, Baiyun District of Guangzhou City, Guangdong province 510440 room 4001

Patentee after: Guangzhou Deli yacht wharf engineering Co. Ltd.

Address before: Baiyun District of Guangzhou City, Guangdong province 510442 Yongping street Dongping Cun Lao Wu Kau Tang Street 2 Lane 6 Building No. 3

Patentee before: Liu Honghui

CX01 Expiry of patent term
CX01 Expiry of patent term

Granted publication date: 20120815