CN105947893A - Crane pile lifting system under condition of barging piles at sea and construction method - Google Patents

Crane pile lifting system under condition of barging piles at sea and construction method Download PDF

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Publication number
CN105947893A
CN105947893A CN201610397185.3A CN201610397185A CN105947893A CN 105947893 A CN105947893 A CN 105947893A CN 201610397185 A CN201610397185 A CN 201610397185A CN 105947893 A CN105947893 A CN 105947893A
Authority
CN
China
Prior art keywords
pile
crane
stake
dolly
lifting
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.)
Pending
Application number
CN201610397185.3A
Other languages
Chinese (zh)
Inventor
刘德进
曲俐俐
徐善忠
张学俊
苏长玺
王翔
冯海暴
冯甲鑫
鞠鹏
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.)
CCCC First Harbor Engineering Co Ltd
Original Assignee
CCCC First Harbor Engineering 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 CCCC First Harbor Engineering Co Ltd filed Critical CCCC First Harbor Engineering Co Ltd
Priority to CN201610397185.3A priority Critical patent/CN105947893A/en
Publication of CN105947893A publication Critical patent/CN105947893A/en
Priority to CN201710362421.2A priority patent/CN106968253B/en
Pending legal-status Critical Current

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C15/00Safety gear
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D13/00Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B65CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
    • B65GTRANSPORT OR STORAGE DEVICES, e.g. CONVEYORS FOR LOADING OR TIPPING, SHOP CONVEYOR SYSTEMS OR PNEUMATIC TUBE CONVEYORS
    • B65G35/00Mechanical conveyors not otherwise provided for

Abstract

The invention relates to a crane pile lifting system under the condition of barging piles at sea. The system comprises a crane, a shifting device mounted on a deck for moving a steel pipe pile to be lifted to a pile lifting position, a rail paved in the pile lifting position, a pile delivery trolley arranged on the rail, a traction device connected to the pile delivery trolley, and a sleeper arranged below the rail. According to the crane pile lifting system disclosed by the invention which is assisted by adoption of such devices as the pile delivery trolley under the condition of barging the piles at the sea, as the rail and the pile delivery trolley are arranged, the tail end of the pileisput on the trolleyduring lifting, the trolleymoves on the rail in the lifting process, the tail end of the piledoes not directly rub the deck, and the pressure of the steel pipe pile on the deck acts on the rail to increase the stressed area so as to cause collapse of the deck; and in the lifting process, the condition of transverse displacement of the pile is prevented due to limit by the rail.

Description

Sea side refutes crane under the conditions of depositing stake and hangs a system and construction method
Technical field
The present invention relates to a kind of sea side refute deposit stake under the conditions of crane hang a system and method.
Background technology
Stake is hung at current domestic sea, main employing land hoisting, directly contacts with deck hanging a pile tail end, this Plant technique and be primarily present two shortcomings: 1, stake directly contacts with deck, and deck can be caused to wear and tear, if deck loads is inadequate, also Deck can be caused to subside;2, during lifting, can there is uncontrollable transverse shift situation in stake, can increase risk factor.
Summary of the invention
The technical problem to be solved in the present invention be to provide a kind of sea side refute deposit stake under the conditions of crane hang stake, and construction method, make Tail end must be hung during stake not directly and deck, protect deck.
For solve above-mentioned technical problem, the sea side of the present invention refutes crane under the conditions of depositing stake and hangs a system, including crane be arranged on For steel-pipe pile to be lifted moves to hang the shift unit of a position on deck, hanging laying track on a position, on track Pile follower dolly is set.
Traction apparatus is connected on described pile follower dolly.
Below described track, sleeper is set.
The sea side of the present invention refutes and deposits crane under the conditions of stake and hang pile construction method and comprise the following steps,
(1) sleeper position is set according to stake is long;
(2) by shift unit steel-pipe pile is rolled into and uniquely hangs a position;
(3) pile follower dolly is inserted steel-pipe pile tail end along track;
(4) crane lifting, during lifting, extracts sleeper, stake tail end contact pile follower dolly out;
(5) lifting by crane along with crane, pile follower dolly, along with steel-pipe pile, slides along the track, until stake departs from dolly;
(6) pile follower dolly, sleeper returns initial position.
Presently disclosed sea side refutes under the conditions of depositing stake and uses the device whiplines such as pile follower dolly to hang a device, owing to being provided with Track and pile follower dolly, when lifting, stake tail is placed on dolly, and dolly moves the most in orbit, makes the tail will not Direct friction deck, the pressure on deck is disperseed by steel-pipe pile by track, does not results in deck and subsides;Due to track during lifting Restriction, stake does not haves transverse shift situation;It is provided with traction apparatus, pile follower dolly can be drawn as required, make pile follower Dolly arrives the position needed.This apparatus cost is low, it is safe, easy to use to operate, be prevented effectively from deck damages.
Accompanying drawing explanation
The present invention is further detailed explanation with detailed description of the invention below in conjunction with the accompanying drawings.
Fig. 1 is that sea side refutes and deposits crane under the conditions of stake and hang the structural representation of a system.
Detailed description of the invention
The sea side of the present invention of the present invention refutes crane under the conditions of depositing stake and hangs a system, including crane and be arranged on deck 1 for Moving to hang the shift unit of a position by steel-pipe pile 2 to be lifted, shift unit can be hoist engine 3, is hanging on a position Lay track 4, track 4 arranges pile follower dolly 5, pile follower dolly connects traction apparatus 6, sleeper 7 is set below track 4.
The sea side of the present invention refutes and deposits crane under the conditions of stake and hang pile construction method and comprise the following steps,
(1) sleeper position is set according to stake is long;
(2) by shift unit steel-pipe pile is rolled into and uniquely hangs a position;
(3) pile follower dolly is inserted steel-pipe pile tail end along track;
(4) crane is in stake suspension centre 8 joint steel pipe stake 2, during lifting, extracts sleeper, stake tail end contact pile follower dolly out;
(5) lifting by crane along with crane, pile follower dolly, along with steel-pipe pile, slides along the track, until stake departs from dolly;
(6) pile follower dolly, sleeper returns initial position.

Claims (4)

1. under the conditions of a sea side refutes and deposits stake, crane hangs a system, it is characterised in that: include crane and install above deck for treating The steel-pipe pile of lifting moves to hang the shift unit of a position, is hanging laying track on a position, track arranges pile follower dolly.
2. refute crane under the conditions of depositing stake according to the sea side described in claim 1 and hang a system, it is characterised in that: on described pile follower dolly Connect traction apparatus.
3. refute crane under the conditions of depositing stake according to the sea side described in any one in claim 1 or 2 and hang a system, it is characterised in that: Below described track, sleeper is set.
4. under the conditions of a sea side refutes and deposits stake, crane hangs pile construction method, it is characterised in that: comprise the following steps,
(1) sleeper position is set according to stake is long;
(2) by shift unit steel-pipe pile is rolled into and uniquely hangs a position;
(3) pile follower dolly is inserted steel-pipe pile tail end along track;
(4) crane lifting, during lifting, extracts sleeper, stake tail end contact pile follower dolly out;
(5) lifting by crane along with crane, pile follower dolly, along with steel-pipe pile, slides along the track, until stake departs from dolly;
(6) pile follower dolly, sleeper returns initial position.
CN201610397185.3A 2016-06-03 2016-06-03 Crane pile lifting system under condition of barging piles at sea and construction method Pending CN105947893A (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
CN201610397185.3A CN105947893A (en) 2016-06-03 2016-06-03 Crane pile lifting system under condition of barging piles at sea and construction method
CN201710362421.2A CN106968253B (en) 2016-06-03 2017-05-22 Steel pipe pile single-point hoisting system and steel pipe pile single-point hoisting method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610397185.3A CN105947893A (en) 2016-06-03 2016-06-03 Crane pile lifting system under condition of barging piles at sea and construction method

Publications (1)

Publication Number Publication Date
CN105947893A true CN105947893A (en) 2016-09-21

Family

ID=56908836

Family Applications (2)

Application Number Title Priority Date Filing Date
CN201610397185.3A Pending CN105947893A (en) 2016-06-03 2016-06-03 Crane pile lifting system under condition of barging piles at sea and construction method
CN201710362421.2A Active CN106968253B (en) 2016-06-03 2017-05-22 Steel pipe pile single-point hoisting system and steel pipe pile single-point hoisting method

Family Applications After (1)

Application Number Title Priority Date Filing Date
CN201710362421.2A Active CN106968253B (en) 2016-06-03 2017-05-22 Steel pipe pile single-point hoisting system and steel pipe pile single-point hoisting method

Country Status (1)

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CN (2) CN105947893A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108625377A (en) * 2018-06-11 2018-10-09 云南建投基础工程有限责任公司 A kind of foundation pit diagonal brace pile construction method and its auxiliary tool

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201236117Y (en) * 2008-07-17 2009-05-13 上海振华港口机械(集团)股份有限公司 Pulling crane
WO2009120406A1 (en) * 2008-03-26 2009-10-01 Technip France Pile translating and launching system and method
CN202358280U (en) * 2011-11-25 2012-08-01 天津港航工程有限公司 Special ship for transporting large-diameter steel pipe piles and assisting in pile hoisting construction
CN202864750U (en) * 2012-10-23 2013-04-10 上海航盛船舶设计有限公司 Whole transportation and installation device of offshore wind turbines
US20130243559A1 (en) * 2009-09-09 2013-09-19 National Oilwell Varco, L.P. Windmill conveyance system and method for using same
CN204432946U (en) * 2014-12-04 2015-07-01 上海振华重工(集团)股份有限公司 The transport of foundation pile and lifting device

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN203667954U (en) * 2013-12-19 2014-06-25 上海振华重工(集团)股份有限公司 Turnover and lifting device for tube pile
CN206941589U (en) * 2017-05-22 2018-01-30 中交第一航务工程局有限公司 Steel-pipe pile single-point Lift-on/Lift-off System

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2009120406A1 (en) * 2008-03-26 2009-10-01 Technip France Pile translating and launching system and method
CN201236117Y (en) * 2008-07-17 2009-05-13 上海振华港口机械(集团)股份有限公司 Pulling crane
US20130243559A1 (en) * 2009-09-09 2013-09-19 National Oilwell Varco, L.P. Windmill conveyance system and method for using same
CN202358280U (en) * 2011-11-25 2012-08-01 天津港航工程有限公司 Special ship for transporting large-diameter steel pipe piles and assisting in pile hoisting construction
CN202864750U (en) * 2012-10-23 2013-04-10 上海航盛船舶设计有限公司 Whole transportation and installation device of offshore wind turbines
CN204432946U (en) * 2014-12-04 2015-07-01 上海振华重工(集团)股份有限公司 The transport of foundation pile and lifting device

Also Published As

Publication number Publication date
CN106968253B (en) 2022-06-24
CN106968253A (en) 2017-07-21

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PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
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Application publication date: 20160921