CN101634150A - Large-scale suspended box cofferdam location fair lead and location method thereof - Google Patents

Large-scale suspended box cofferdam location fair lead and location method thereof Download PDF

Info

Publication number
CN101634150A
CN101634150A CN200910034106A CN200910034106A CN101634150A CN 101634150 A CN101634150 A CN 101634150A CN 200910034106 A CN200910034106 A CN 200910034106A CN 200910034106 A CN200910034106 A CN 200910034106A CN 101634150 A CN101634150 A CN 101634150A
Authority
CN
China
Prior art keywords
bearing pin
location
cofferdam
junction plate
transfer
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.)
Granted
Application number
CN200910034106A
Other languages
Chinese (zh)
Other versions
CN101634150B (en
Inventor
于祥君
胡军
刘博�
刘晓霞
吴立平
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.)
2nd Engineering Co Ltd of MBEC
Original Assignee
2nd Engineering Co Ltd of MBEC
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 2nd Engineering Co Ltd of MBEC filed Critical 2nd Engineering Co Ltd of MBEC
Priority to CN2009100341062A priority Critical patent/CN101634150B/en
Publication of CN101634150A publication Critical patent/CN101634150A/en
Application granted granted Critical
Publication of CN101634150B publication Critical patent/CN101634150B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Bridges Or Land Bridges (AREA)
  • Load-Engaging Elements For Cranes (AREA)

Abstract

The invention provides a large-scale suspended box cofferdam location fair lead and a location method thereof, and the structure of the invention is a steering device and also a transition device of a fixed seat and a connection plate, wherein, one end of the steering device is connected with the fixed seat through a transverse axis pin; the other end of the steering device is connected with one end of the connection plate through a vertical axis pin; the other end of the connection plate utilizes a plurality of groups of axis pins to combine a traction box through which a fair lead traction rope can pass; the axis pin and a steel sleeve are the bearings of the traction box which is at the end of the connection plate. The location method is as follows: arranging a fixed seat on the outer wall of the suspended box cofferdam; connecting the fixed seat, the steering device and the connection plate through axis pins to form a complete tensile system which can rotate flexibly; installing the traction rope in place by the axis pin traction box after the installation of the fair lead; adjusting the suspended box cofferdam to a specified location and realizing precise location. The invention has the advantages of simple structure, convenient operation, definite stress and low cost which can be used for precise location of other large-scale steel structure devices on the water and on the land, thus having greater promotion value.

Description

Large-scale suspended box cofferdam location chock and localization method thereof
Technical field
The present invention relates to location, the suspension box-cofferdam fairlead apparatus of all kinds, various tonnages, be connected with chock, realized the accurate location of suspension box-cofferdam, belonged to technical field of civil engineering by the holder that is arranged on the suspension box-cofferdam outer wall.
Background technology
The movable fairlead of heavy steel cofferdam positioning wire cable is one always at present problem to be solved, the habitually in the past consistent practice is on steel cofferdam, if holder connects angle pulley again and waits and realize that the steel wire cable turns to adjusting, this kind method is applicable to the minor diameter wire rope
Figure G2009100341062D00011
This device is prone to the phenomenon of wire rope job-hopping simultaneously, for major diameter steel wire cable As adopt this kind mode need cast major diameter Wheel shank, processing cost are higher.
Summary of the invention
The objective of the invention is to overcome above-mentioned existing safety defect, outer wall is provided with holder in original suspension box-cofferdam, utilize bearing pin to be connected with transfer, transfer is connected with equipment such as junction plate, pull ropes by bearing pin again, and form can about, about adjust direction and pinpoint large-scale suspended box cofferdam is located chock.Use this device not only can save unnecessary in the past construction cost, and it is dangerous to reduce construction, shortens the construction period.
Technical solution of the present invention: large-scale suspended box cofferdam location chock, it is characterized in that comprising holder, transfer, junction plate, horizontal bearing pin, vertical bearing pin, bearing pin, steel sleeve, wherein transfer is the transition apparatus of holder and junction plate, and an end of transfer is connected with holder by horizontal bearing pin; The other end of transfer is connected with an end of junction plate by vertical bearing pin, and the other end of junction plate utilizes some groups of bearing pins to form can wear the traction case of leading the cable pull rope, and bearing pin and steel sleeve are the bearings of the traction case of junction plate termination.
The localization method of large-scale suspended box cofferdam location chock is characterized in that this method comprises the steps:
One, at the suspension box-cofferdam outer wall holder is set;
Two, utilize horizontal bearing pin holder, transfer and junction plate to be connected, make it to form a complete tension system with vertical bearing pin;
Three, after chock installed, the vertical bearing pin traction case by chock was in place pull rope, by the traction of hoist engine or other plant equipment the appointment address is adjusted in the suspension box-cofferdam, realizes accurately location.
Advantage of the present invention: outer wall is provided with holder in original suspension box-cofferdam, utilize bearing pin to be connected with transfer, transfer is connected with equipment such as junction plate, pull ropes by bearing pin again, and form can about, about adjust direction and pinpoint large-scale suspended box cofferdam is located chock.Use this device not only can save unnecessary in the past construction cost, and it is dangerous to reduce construction, shortens the construction period.Simple in structure, easy to operate, stressed clear and definite, with low cost, through suitably improving, also can be applicable to waterborne, the land accurate location project of other large-scale steel structure equipment, have bigger promotional value.
Description of drawings
Accompanying drawing 1 is the main TV structure schematic diagram (the A-A cut-away view among Fig. 2) of large-scale suspended box cofferdam location chock.
Accompanying drawing 2 is plan structure schematic diagrames (the B-B cut-away view among Fig. 1) of large-scale suspended box cofferdam location chock.
Among the figure 1 is holder, the 2nd, transfer, the 3rd, junction plate, the 4th, horizontal bearing pin, the 5th, vertical bearing pin, the 6th, bearing pin, the 7th, steel sleeve.
The specific embodiment
Contrast accompanying drawing 1,2, its structure is to comprise holder 1, transfer 2, junction plate 3, horizontal bearing pin 4, vertical bearing pin 5, bearing pin 6, steel sleeve 7, wherein transfer 2 is transition apparatus of holder 1 and junction plate 3, and an end of transfer 2 is connected with holder 1 by horizontal bearing pin 4; The other end of transfer 2 is connected with an end of junction plate 3 by vertical bearing pin 5, and the other end of junction plate 3 utilizes some groups of bearing pins 6 to form can wear the traction case of leading the cable pull rope, and bearing pin 6 and steel sleeve 7 are bearings of the traction case of junction plate 3 terminations.
Described holder 1 is the utensil that is provided with at the suspension box-cofferdam outer wall, makes it to form integral body with the cofferdam, plays the effect of " hanger ".
Described transfer 2 is heavily to be crucial position in the whole utensil, the transition apparatus of holder 1 and junction plate 3, and the one end is connected with holder 1 by horizontal bearing pin 4; The other end is connected with junction plate 3 by vertical bearing pin 5, thus about the realization, about the direction adjustment.
Described junction plate 3 is equivalent to the terminal of whole chock, and an end is connected with transfer 2 by bearing pin 5; The other end utilizes some groups of C bearing pins 6 to make can wear the traction case of leading the cable pull rope.C bearing pin 6 and steel sleeve 7 are the bearing of the traction case of junction plate 3 terminations.
This device has the bearing pin of three kinds of specifications, and effect is separately all arranged in device.Laterally bearing pin 4 be transfer 2 with holder 1 between the horizontal bearing pin that is connected, can realize rotating up and down by it; Vertical bearing pin 5 be transfer 2 with junction plate 3 between the vertical bearing pin that is connected, can realize left-right rotation by it; A bearing pin 6 and steel sleeve 7 are the bearing of the traction case of junction plate 3 terminations, can make by it and lead the cable pull rope and move around preferably in the case in traction.In use convenient flexibly for this device, all bearing pins, steel sleeve, perforate inwall all need polish and hold out against processing.

Claims (2)

1, large-scale suspended box cofferdam location chock, it is characterized in that comprising holder, transfer, junction plate, horizontal bearing pin, vertical bearing pin, bearing pin, steel sleeve, wherein transfer is the transition apparatus of holder and junction plate, and an end of transfer is connected with holder by horizontal bearing pin; The other end of transfer is connected with an end of junction plate by vertical bearing pin, and the other end of junction plate utilizes some groups of bearing pins to form can wear the traction case of leading the cable pull rope, and bearing pin and steel sleeve are the bearings of the traction case of junction plate termination.
2, the localization method of large-scale suspended box cofferdam location chock is characterized in that this method comprises the steps:
One, at the suspension box-cofferdam outer wall holder is set;
Two, utilize horizontal bearing pin holder, transfer and junction plate to be connected, make it to form a complete tension system with vertical bearing pin;
Three, after chock installed, the vertical bearing pin traction case by chock was in place pull rope, by the traction of hoist engine or other plant equipment the appointment address is adjusted in the suspension box-cofferdam, realizes accurately location.
CN2009100341062A 2009-09-01 2009-09-01 Large-scale suspended box cofferdam location fair lead and location method thereof Active CN101634150B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2009100341062A CN101634150B (en) 2009-09-01 2009-09-01 Large-scale suspended box cofferdam location fair lead and location method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2009100341062A CN101634150B (en) 2009-09-01 2009-09-01 Large-scale suspended box cofferdam location fair lead and location method thereof

Publications (2)

Publication Number Publication Date
CN101634150A true CN101634150A (en) 2010-01-27
CN101634150B CN101634150B (en) 2011-02-09

Family

ID=41593469

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2009100341062A Active CN101634150B (en) 2009-09-01 2009-09-01 Large-scale suspended box cofferdam location fair lead and location method thereof

Country Status (1)

Country Link
CN (1) CN101634150B (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102114897A (en) * 2011-01-05 2011-07-06 大连中远船务工程有限公司 Method for installing large fair-lead structure on water
CN106985971A (en) * 2017-04-21 2017-07-28 中船重工(武汉)船舶与海洋工程装备设计有限公司 A kind of chock
CN107054567A (en) * 2017-06-09 2017-08-18 南通力威机械有限公司 A kind of fairlead under water
CN108104143A (en) * 2017-12-29 2018-06-01 中铁大桥局集团有限公司 A kind of cofferdam turning horse port system

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR920007732B1 (en) * 1985-09-09 1992-09-16 모코스 에이. 에스. Fairlead
US5149059A (en) * 1991-04-25 1992-09-22 Harken, Inc. Low profile multiple bearing block fairlead
US5845893A (en) * 1997-03-14 1998-12-08 Bardex Engineering, Inc. Underwater self-aligning fairlead latch device for mooring a structure at sea
CN2897813Y (en) * 2006-05-26 2007-05-09 中国船舶工业物资华东公司 Deck chock

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102114897A (en) * 2011-01-05 2011-07-06 大连中远船务工程有限公司 Method for installing large fair-lead structure on water
CN102114897B (en) * 2011-01-05 2013-12-04 大连中远船务工程有限公司 Method for installing large fair-lead structure on water
CN106985971A (en) * 2017-04-21 2017-07-28 中船重工(武汉)船舶与海洋工程装备设计有限公司 A kind of chock
CN107054567A (en) * 2017-06-09 2017-08-18 南通力威机械有限公司 A kind of fairlead under water
CN107054567B (en) * 2017-06-09 2023-11-17 南通力威机械有限公司 Underwater cable guiding device
CN108104143A (en) * 2017-12-29 2018-06-01 中铁大桥局集团有限公司 A kind of cofferdam turning horse port system

Also Published As

Publication number Publication date
CN101634150B (en) 2011-02-09

Similar Documents

Publication Publication Date Title
CN202471525U (en) Tensile bending test device for submarine cables
WO2008155976A1 (en) Suspension device for wind wheel blade, method of mounting wind wheel blade, and method of constructing wind-driven generator
CN101634150B (en) Large-scale suspended box cofferdam location fair lead and location method thereof
CN104452595B (en) The construction method of the single, double tensioning equipment to adjusting suspension cable of single, double ear muff cylinder
CN205981936U (en) Special type cable tension bending test device
CN201495551U (en) Fairlead for positioning large-sized suspension box-cofferdam
CN202116199U (en) Stretch-draw adjusting and anchoring device for steel strand cable of cable crane
CN102992203B (en) Simple hoisting device for steel structure bridge installation
CN202967978U (en) Tension on-line detecting winch capable of automatically arranging cables
CN104532747B (en) Chain block artificial single-point sync pulling equipment and engineering method
CN101393094B (en) Avertence tensile machine
CN201335749Y (en) Three-pulley force transducer
CN205315994U (en) Prevent changeing no cable trash rack camera device under water
CN204428910U (en) A kind of chain slat type mud scraper tensioning apparatus
CN207398801U (en) A kind of antiwind strain relief clamp of vertical
CN101934985A (en) Windproof stay rope device
CN201433726Y (en) Wire rope winding base
CN201191731Y (en) Electric tackle
CN102849645A (en) Movable pulley and fixed pulley transferable combined type pulley block
CN103482511B (en) A kind of towing winch with reverse-flighted screw
CN102344090A (en) Double-head suspension tower crane
CN202518908U (en) Steel wire rope traction system
CN201266151Y (en) Deflexion tensile testing machine
CN205656072U (en) Novel cable testing device
CN204604595U (en) A kind of bucket type mixing plant lifting device

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C53 Correction of patent for invention or patent application
CB03 Change of inventor or designer information

Inventor after: Yu Xiangjun

Inventor after: Hu Jun

Inventor after: Liu Bo

Inventor after: Liu Xiaoxia

Inventor after: Wu Liping

Inventor after: Xu Jiaping

Inventor after: Wang Lizhong

Inventor after: Wu Zongping

Inventor before: Yu Xiangjun

Inventor before: Hu Jun

Inventor before: Liu Bo

Inventor before: Liu Xiaoxia

Inventor before: Wu Liping

COR Change of bibliographic data

Free format text: CORRECT: INVENTOR; FROM: YU XIANGJUN HU JUN LIU BO LIU XIAOXIA WU LIPING TO: YU XIANGJUN HU JUN LIUBO LIU XIAOXIA WU LIPING XU JIAPING WANG LIZHONG WU ZONGPING

C14 Grant of patent or utility model
GR01 Patent grant