CN102328727A - Segmenting methods of chassis of heavy oceaneering crane of deepwater pipe-lay crane vessel - Google Patents

Segmenting methods of chassis of heavy oceaneering crane of deepwater pipe-lay crane vessel Download PDF

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Publication number
CN102328727A
CN102328727A CN201110144786A CN201110144786A CN102328727A CN 102328727 A CN102328727 A CN 102328727A CN 201110144786 A CN201110144786 A CN 201110144786A CN 201110144786 A CN201110144786 A CN 201110144786A CN 102328727 A CN102328727 A CN 102328727A
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Prior art keywords
deck
segmentation
base
crane
chassis
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CN201110144786A
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CN102328727B (en
Inventor
边道田
贾琪琳
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JIANGSU RONGSHENG SHIP ENGINEERING RESEARCH DESIGN INSTITUTE Co Ltd
JIANGSU ROSHENG HEAVY INDUSTRY Co Ltd
JIANGSU RONGSHENG SHIPBUILDING CO Ltd
Original Assignee
JIANGSU RONGSHENG SHIP ENGINEERING RESEARCH DESIGN INSTITUTE Co Ltd
JIANGSU ROSHENG HEAVY INDUSTRY Co Ltd
JIANGSU RONGSHENG SHIPBUILDING CO Ltd
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Application filed by JIANGSU RONGSHENG SHIP ENGINEERING RESEARCH DESIGN INSTITUTE Co Ltd, JIANGSU ROSHENG HEAVY INDUSTRY Co Ltd, JIANGSU RONGSHENG SHIPBUILDING CO Ltd filed Critical JIANGSU RONGSHENG SHIP ENGINEERING RESEARCH DESIGN INSTITUTE Co Ltd
Priority to CN201110144786.0A priority Critical patent/CN102328727B/en
Publication of CN102328727A publication Critical patent/CN102328727A/en
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Publication of CN102328727B publication Critical patent/CN102328727B/en
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Abstract

The invention discloses segmenting methods of a chassis of a heavy oceaneering crane of a deepwater pipe-lay crane vessel. The bottom of the chassis is installed on the deck floor of a deepwater pipe-lay crane vessel, and the upper part of the chassis respectively penetrates through a main deck and a deck A. The invention provides the following three subsection methods that the chassis is divided into three parts by the main deck and the deck A; or the part below the deck A is divided into two parts, namely a left part and a right part, and the part above the 301A of the deck A is an independent segment; or the lower two parts divided in the first method are divided into a left part and a right part. The invention has the advantages that, by adoption of the segmenting methods, accuracy can be controlled very well and a vertical stiffener of the cylindrical chassis cannot broken, the strength of the chassis can be ensured and the segmental hoisting can be realized effectively, difficulty in overturn is reduced, installation efficiency is improved and the overall quality and accuracy can be ensured.

Description

The segmentation method of the heavy ocean engineering hoisting crane base of deep water pipe laying crane ship
Technical field
The present invention relates to a kind of heavy ocean engineering hoisting crane base segmentation method of deep water pipe laying crane ship; Specifically be a kind of to precision control well, the vertical stiffener of cylinder base do not break off, can also effectively realize the segmentation handling when guaranteeing itself intensity, reduce the heavy ocean engineering hoisting crane base segmented mode of the deep water pipe laying crane ship that stands up difficulty.
Background technology
Build on the at present large-scale deep water pipe laying crane ship 813.20 tons the heavy ocean engineering hoisting crane base of weighing also do not have can reference technology because bulky, base out of roundness suitable for reading requires high, can not adopt traditional integral installation method; If disassemble back assembling fully, then work capacity is too big, and the assembly precision of various piece can not guarantee, influences total quality.
Summary of the invention
Main task of the present invention is to provide a kind of heavy ocean engineering hoisting crane base segmentation method of deep water pipe laying crane ship, specifically is a kind of precision to be controlled, can also effectively guarantee well the heavy ocean engineering hoisting crane base of the deep water pipe laying crane ship that base intensity is not damaged divides segment process.
In order to solve above technical matters; The segmentation method of the heavy ocean engineering hoisting crane base of a kind of deep water pipe laying crane ship of the present invention; Its base bottom is installed in above the platform deck of 9100mm of hull; Top through the A deck of main deck and the 20300mm of 14000mm, is characterized in that: this base is divided into the bottom segmentation from described platform deck to main deck, is designated as 301B respectively; From this main deck to this A deck is the top segmentation, is designated as 301A; The top of this 301A segmentation is the TUB segmentation.
2 segmentations about also can the 301A section of base and 301B section being divided into; Dividing range is at the 200mm place of larboard apart from hull center line face; The middle part of larboard one side and bottom are respectively 301AC and 301BC section, and the middle part of starboard one side and bottom are respectively 301AD and 301BD section; 301A section top be the TUB section still as an independently segmentation, no longer carry out segmentation, and this TUB section is built after the dock of the left and right sides segmentation of carrying 301A, 301B closes up.
Another program is: a kind of segmentation method of heavy ocean engineering hoisting crane base of deep water pipe laying crane ship; Its base bottom is installed in above the platform deck of 9100mm of hull; Top through the A deck of main deck and the 20300mm of 14000mm, is characterized in that respectively: with this base draw vertically be divided into about 2 segmentations, dividing range is at the 200mm place of larboard apart from hull center line face; Larboard one side is the left side segmentation from this platform deck to this A deck, is designated as 301C; Starboard one side is the right side segmentation from this platform deck to this A deck, is designated as 301D; Be positioned at above the A deck part for the TUB section of this base still as an independently segmentation, no longer carry out segmentation, and this TUB section is built after the dock of the left and right sides segmentation of carrying 301A, 301B closes up.
The invention has the advantages that: adopt above segmentation; To precision control well, the vertical stiffener of cylinder base do not break off, and can also effectively realize the segmentation handling when guaranteeing itself intensity, reduce and stand up difficulty; Improve installation effectiveness, guaranteed total quality and precision.
Description of drawings
Fig. 1 is the perspective view of the upright state of base of the present invention;
Fig. 2 is the perspective view of base handstand state of the present invention;
Fig. 3 is the present invention's first scheme segmented mode scheme drawing;
Fig. 4 is an alternative plan segmented mode scheme drawing of the present invention;
Fig. 5 is third party's case segmented mode scheme drawing of the present invention.
The specific embodiment
Referring to Fig. 1-Fig. 5, the present invention plans to build heavy ocean engineering hoisting crane base and is positioned at the hull afterbody, and the hoisting crane own wt is 4000 tons.During the stern fixed mode, radius of turn is 43m, and load-carrying ability is 4000 tons; During the full circle swinging pattern, radius of turn 33m, load-carrying ability are 3500 tons.
Planning to build the hoisting crane base is that diameter is the cylinder type of 24.3m, and it highly is 13.40m, and cylindrical shell top is that wall thickness is the steel plate of EH36-Z35 for the 45mm material, and the bottom is that thickness of slab 30mm and 45mm material are the steel plate of EH36.The cylindrical shell bottom is welded on the platform 14 of baseline 9100mm, and the high barrel wall of 2.2m is still arranged on A deck 2 at its top.
Because 813.20 tons of hoisting crane understructure gross weights of the present invention; When dock carried, safe load-carrying ability can reach 700 tons, for guaranteeing safe construction; Must the base of cylinder type be carried out sectional construction; This segmentation should guarantee precision, guarantees that again the intensity of cylinder self is unaffected, also will consider technology and lifting when building.It is the main and normal mode that combines of building that the build process of whole cylinder type base of the present invention has been confirmed as with counter making.
Understructure of the present invention is as depicted in figs. 1 and 2: the base radius of turn is 33m, is the end with main deck 1 with A deck 2, is divided into three layers.Each layer is equipped with deck base plate 3 in its bottom, the equidistant reinforced rib 4 that is provided with on deck base plate 3, and on the deck horizontal direction of base plate 3 is equipped with crossbeam 5, vertical welding transcerse bulkhead 6 on the crossbeam 5; The longitudinal direction of base plate 3 is laid longeron 7 on the deck, vertically is welded with longitudinal bulkhead 8 on the longeron 7.
Outer at above-mentioned base radius is established stiffener 9 straight up, and on the stiffener upper berth barrel plate 10, at base top hoop ring stiffener 11 is arranged.
For main deck 1 can connect, on the cylinder type base on main deck 1 top, have the arch hole, one deck pipe laying slideway 13 is laid in bottom, arch hole.
During fabrication, two schemes are proposed:
First scheme, as shown in Figure 3: the cylindrical shell segmentation is divided by carrying out segmentation up and down, and promptly (main deck 1) is the bottom segmentation from 9100mm A/B platform deck to 14000mm A/B, is designated as the 301B section; (A deck 2) is the top segmentation from 14000mm A/B main deck to 20300mmA/B, is designated as the 301A section.The above part of 301A section is the TUB section, and the TUB section is also as an independently segmentation, and it is built after closing up in 301A, the lift-launch of 301B section dock, sees Fig. 3.The pipe laying slideway structure is built also as a segmentation at last in addition.
The advantage of this scheme is that the 301A section is done as a whole the construction, can be better to precision control, and in addition, its height dimension drops to 6.3m, and handling and sectional turn-over are convenient.Shortcoming is that vertical stiffener 9 has been broken off at segmentation seam place.
Alternative plan; As shown in Figure 4: with tube structure by about carry out segmentation and divide; 2 segmentations about promptly the tube structure on (A deck 2) is divided into from the 9100mmA/B platform deck to 20300mm A/B; Dividing range is at the 200mm place of larboard apart from hull center line face, and larboard one side is the 301C section, and starboard one side is the 301D section.The TUB section of the part of A deck more than 2 is identical with first scheme.
This scheme advantage is that vertical stiffener 9 does not break off, and shortcoming is the segmentation handling, stand up and increased difficulty.
More than two one of schemes be that segmentation up and down, one are left and right sides segmentations, it all has limitation, influence is built.At last, preceding two schemes are merged, compromising the 3rd scheme, as shown in Figure 5:
Be mainly base in the segmentation of carrying out with A deck 2 and 1 two basal planes of main deck, its division step is following:
Bottom segmentation 301B section with 14000mmA/B main deck 1 to the 9100A/B platform deck of tube structure shown in Figure 3; 2 segmentations about being divided into; Apart from hull center line face 200mm place, larboard one side is the 301BC section to its dividing range at larboard, and starboard one side is the 301BD section.
With the 14000mmA/B (main deck 1) of tube structure shown in Figure 3 top segmentation 301A section to 20300mmA/B (A deck 2); 2 segmentations about being divided into equally; Apart from hull center line face 200mm place, larboard one side is the 301AC section to its dividing range at larboard, and starboard one side is the 301AD section.
301AC section and the part above the 301AD section, promptly the 20300mmA/B(A deck 2) above part is as a TUB section independently, no longer divides.
This scheme can be that basal plane is built with the main deck 1 of 14000mm and the A deck 2 of 20300mm respectively with 4 segmentations; Two of the left side sections 301BC sections and 301AC elder generation assembly unit then; The vertical stiffener structure of utilizing crane base self is as template barrel plate 9 in bulk; Lift by crane after standing up on the hull platform; Two segmentation 301BD sections on assembly unit the right and 301AD section then; Lift by crane after standing up on the hull platform, left and right sides two parts are closed piece together again for cylindric; At last, on the cylindric base of moulding, be the bottom with A deck 2, accurately locate vertical stiffener, be template TUB segmentation in bulk barrel plate with vertical stiffener, accomplish the TUB section and build.
This segmentation method had both solved builds choosing of basal plane; Saved the material of extra template; Guarantee the intensity of base, solved again and stood up difficulty, lift by crane difficulty, caused the difficult problem that the base out of roundness is out of shape easily, effectively realized making the accurate construction of goliath base segmentation.

Claims (3)

1. the segmentation method of the heavy ocean engineering hoisting crane base of a deep water pipe laying crane ship; Its base bottom is installed in above the platform deck of 9100mm of hull; Top is respectively through the A deck of main deck and the 20300mm of 14000mm; It is characterized in that: this base is divided into the bottom segmentation from described platform deck to main deck, is designated as 301B; From this main deck to this A deck is the top segmentation, is designated as 301A; The top of this 301A section is the TUB section.
2. the segmentation method of the heavy ocean engineering hoisting crane base of deep water pipe laying crane ship according to claim 1; It is characterized in that: 2 segmentations about the 301A section of base and 301B section respectively are divided into; Dividing range is at the 200mm place of larboard apart from hull center line face; The middle part of larboard one side and bottom are respectively 301AC and 301BC section, and the middle part of starboard one side and bottom are respectively 301AD and 301BD section; 301A section top be this TUB section still as an independently segmentation, no longer carry out segmentation, and this TUB section is carried on laggard the navigating at the left and right sides of 301A, 301B segmentation dock and is built.
3. the segmentation method of the heavy ocean engineering hoisting crane base of a deep water pipe laying crane ship; Its base bottom is installed in above the platform deck of 9100mm of hull; Top through the A deck of main deck and the 20300mm of 14000mm, is characterized in that respectively: with this base draw vertically be divided into about 2 segmentations, dividing range is at the 200mm place of larboard apart from hull center line face; Larboard one side is the left side segmentation from this platform deck to this A deck, is designated as 301C; Starboard one side is the right side segmentation from this platform deck to this A deck, is designated as 301D; Be positioned at above the A deck part for the TUB section of this base still as an independently segmentation, no longer carry out segmentation, and this TUB section is built after the dock of the left and right sides segmentation of carrying 301A, 301B closes up.
CN201110144786.0A 2011-06-01 2011-06-01 Segmenting methods of chassis of heavy oceaneering crane of deepwater pipe-lay crane vessel Expired - Fee Related CN102328727B (en)

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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104439974A (en) * 2014-11-28 2015-03-25 南通明德重工有限公司 Machining process of self-disassembling suspension arm base driven by nine hydraulic motors
CN104476133A (en) * 2014-11-28 2015-04-01 南通明德重工有限公司 Manufacturing method of nine-hydraulic-motor driven self-discharging boom base
CN104495641A (en) * 2014-11-28 2015-04-08 南通明德重工有限公司 Making technology of self-discharging suspension arm pedestal driven by nine hydraulic motors
CN106184617A (en) * 2016-07-11 2016-12-07 葛洲坝机械工业有限公司 A kind of installation method of support cylinder
CN106564819A (en) * 2016-11-02 2017-04-19 泰州三福船舶工程有限公司 Heavy crane for ships and underwater installation technology
CN108791700A (en) * 2018-04-27 2018-11-13 广船国际有限公司 A kind of wall pier location segment method of construction
CN110525576A (en) * 2019-08-26 2019-12-03 芜湖造船厂有限公司 A kind of ship deck base construction and ship deck base construction installation method

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002046691A (en) * 2000-08-08 2002-02-12 Japan Hamuwaaji Kk Steering engine installation method and rotary vane type steering engine
CN1884001A (en) * 2006-06-22 2006-12-27 上海公茂起重设备有限公司 Marine bulk cargo transferring system ship
CN101844604A (en) * 2009-03-24 2010-09-29 上海外高桥造船有限公司 Integral hoisting and positioning method for pipe frame structure
CN101844605A (en) * 2010-05-31 2010-09-29 南通中远船务工程有限公司 Method of manufacturing technology of ultra-deep large cylinder-shaped drilling platform main hull

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002046691A (en) * 2000-08-08 2002-02-12 Japan Hamuwaaji Kk Steering engine installation method and rotary vane type steering engine
CN1884001A (en) * 2006-06-22 2006-12-27 上海公茂起重设备有限公司 Marine bulk cargo transferring system ship
CN101844604A (en) * 2009-03-24 2010-09-29 上海外高桥造船有限公司 Integral hoisting and positioning method for pipe frame structure
CN101844605A (en) * 2010-05-31 2010-09-29 南通中远船务工程有限公司 Method of manufacturing technology of ultra-deep large cylinder-shaped drilling platform main hull

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
上海港口机械厂: "200吨全旋转式起重船", 《船舶工程》 *

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104439974A (en) * 2014-11-28 2015-03-25 南通明德重工有限公司 Machining process of self-disassembling suspension arm base driven by nine hydraulic motors
CN104476133A (en) * 2014-11-28 2015-04-01 南通明德重工有限公司 Manufacturing method of nine-hydraulic-motor driven self-discharging boom base
CN104495641A (en) * 2014-11-28 2015-04-08 南通明德重工有限公司 Making technology of self-discharging suspension arm pedestal driven by nine hydraulic motors
CN104439974B (en) * 2014-11-28 2016-10-05 南通润力机械制造有限公司 A kind of by the process for machining of the self-unloading boom base of nine fluid motor-driven
CN106184617A (en) * 2016-07-11 2016-12-07 葛洲坝机械工业有限公司 A kind of installation method of support cylinder
CN106564819A (en) * 2016-11-02 2017-04-19 泰州三福船舶工程有限公司 Heavy crane for ships and underwater installation technology
CN106564819B (en) * 2016-11-02 2018-07-10 泰州三福船舶工程有限公司 A kind of heavy loop wheel machine peculiar to vessel and underwater mounting process
CN108791700A (en) * 2018-04-27 2018-11-13 广船国际有限公司 A kind of wall pier location segment method of construction
CN110525576A (en) * 2019-08-26 2019-12-03 芜湖造船厂有限公司 A kind of ship deck base construction and ship deck base construction installation method

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