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CN201834176U - Tooling for underwater anchor chock modification work - Google Patents

Tooling for underwater anchor chock modification work Download PDF

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Publication number
CN201834176U
CN201834176U CN2010205555988U CN201020555598U CN201834176U CN 201834176 U CN201834176 U CN 201834176U CN 2010205555988 U CN2010205555988 U CN 2010205555988U CN 201020555598 U CN201020555598 U CN 201020555598U CN 201834176 U CN201834176 U CN 201834176U
Authority
CN
China
Prior art keywords
platform
tooling
anchor chock
steel structure
modification
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 - Fee Related
Application number
CN2010205555988U
Other languages
Chinese (zh)
Inventor
朱国荣
余勇华
薛健
张鹏
张君华
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.)
Jiangsu New Yangzi Shipbuilding Co Ltd
Original Assignee
Jiangsu New Yangzi Shipbuilding Co Ltd
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 Jiangsu New Yangzi Shipbuilding Co Ltd filed Critical Jiangsu New Yangzi Shipbuilding Co Ltd
Priority to CN2010205555988U priority Critical patent/CN201834176U/en
Application granted granted Critical
Publication of CN201834176U publication Critical patent/CN201834176U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a tooling for underwater anchor chock modification work, which is used for replacing an anchor chock at the head part of a ship body. The tooling comprises a platform (1) with a steel structure, wherein a railing (3) is arranged at the periphery of the platform (1); two sides of the platform (1) are connected with a dock shore tackle (5) through wire cables (4); a pressing block (2), of which the weight is approximate to that of the anchor chock, is placed on one side of the platform (1); and a constructer can work, and disassemble and assemble the anchor chock on the other side of the platform. Through the adoption of the tooling, the operation time can be reduced; the production efficiency can be improved; and influence of wind wave can be avoided.

Description

Subsea anchor platform modification frock
(1) technical field
The utility model relates to a kind of subsea anchor platform modification frock.Be used for the replacing of hull stem anchor platform.Belong to the ship building technical field.
(2) background technology
Owing to shipowner or designing institute, anchor platform form needs to change in the ship building process.The ten or twenty ton but the anchor platform weighs, and the linear flare of hull stem is very serious, and it is extremely difficult to construct under water.Way in the past is to arrange that on the water surface floating platform is connected with boats and ships, utilizes the crane barge coordinating operation more for a long time, and any wind and wave can not be arranged during operation.This method production time is long, and production efficiency is low, the expense that also need set up floating flat-bed time and expense and use crane barge.
(3) summary of the invention
The purpose of this utility model is to overcome above-mentioned deficiency, the subsea anchor platform modification frock that provides a kind of and reduce production time, enhance productivity, be not subjected to stormy waves to influence.
The purpose of this utility model is achieved in that a kind of subsea anchor platform modification frock, comprise a steel structure platform, the outer periphery of this steel structure platform is equipped with railing, these steel structure platform both sides link to each other with a harbour shore tackle by steel rope, place and the approaching briquetting of described anchor platform weight on one side at this steel structure platform, the workmen just can carry out operation at the another side of steel structure platform, dismounting anchor platform.
The beneficial effects of the utility model are:
1, adopts special-purpose frock part construction, utilize harbour shore tackle lifting operation, not influenced by stormy waves.
2, improve production efficiency, reduced production time, guaranteed big nodes such as deliver the vessel effectively.
3, can reduce the expense of setting up floating flat-bed time and expense and use crane barge, save cost widely.
(4) description of drawings
Fig. 1 is the overall structure scheme drawing of the utility model subsea anchor platform modification frock.
Reference numeral among the figure:
Steel structure platform 1, briquetting 2, railing 3, steel rope 4, harbour shore tackle 5, anchor platform 6, hull 7.
(5) specific embodiment
Referring to Fig. 1, Fig. 1 is the overall structure scheme drawing of the utility model subsea anchor platform modification frock.As seen from Figure 1, the utility model subsea anchor platform modification frock, comprise a steel structure platform 1, the outer periphery of this steel structure platform 1 is equipped with railing 3, these steel structure platform 1 both sides link to each other with a harbour shore tackle 5 by steel rope 4, place and the approaching briquetting 2 of described anchor platform 6 weight on one side at this steel structure platform 1, and the workmen just can carry out operation at the another side of steel structure platform 1, dismounting anchor platform 6.

Claims (1)

1. subsea anchor platform modification frock, it is characterized in that described frock comprises a steel structure platform (1), the outer periphery of this steel structure platform (1) is equipped with railing (3), this steel structure platform (1) both sides link to each other with a harbour shore tackle (5) by steel rope (4), at this steel structure platform (1) one side place a briquetting (2).
CN2010205555988U 2010-09-30 2010-09-30 Tooling for underwater anchor chock modification work Expired - Fee Related CN201834176U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010205555988U CN201834176U (en) 2010-09-30 2010-09-30 Tooling for underwater anchor chock modification work

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010205555988U CN201834176U (en) 2010-09-30 2010-09-30 Tooling for underwater anchor chock modification work

Publications (1)

Publication Number Publication Date
CN201834176U true CN201834176U (en) 2011-05-18

Family

ID=44004273

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2010205555988U Expired - Fee Related CN201834176U (en) 2010-09-30 2010-09-30 Tooling for underwater anchor chock modification work

Country Status (1)

Country Link
CN (1) CN201834176U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103192950A (en) * 2012-01-09 2013-07-10 江苏新世纪造船有限公司 Method for designing anchor base of unbalanced anchor with large holding power
CN103626088A (en) * 2012-08-26 2014-03-12 江苏雄宇重工科技股份有限公司 Marine work platform
CN112061341A (en) * 2020-08-13 2020-12-11 沪东中华造船(集团)有限公司 Tilting bucket tool and using method thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103192950A (en) * 2012-01-09 2013-07-10 江苏新世纪造船有限公司 Method for designing anchor base of unbalanced anchor with large holding power
CN103192950B (en) * 2012-01-09 2015-12-02 江苏新世纪造船有限公司 The anchor platform design of high holding power overbalance anchor
CN103626088A (en) * 2012-08-26 2014-03-12 江苏雄宇重工科技股份有限公司 Marine work platform
CN112061341A (en) * 2020-08-13 2020-12-11 沪东中华造船(集团)有限公司 Tilting bucket tool and using method thereof

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20110518

Termination date: 20130930