CN102837978B - Shipment method combining large constructional element rolling and floating crane - Google Patents
Shipment method combining large constructional element rolling and floating crane Download PDFInfo
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- CN102837978B CN102837978B CN201210365081.6A CN201210365081A CN102837978B CN 102837978 B CN102837978 B CN 102837978B CN 201210365081 A CN201210365081 A CN 201210365081A CN 102837978 B CN102837978 B CN 102837978B
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Abstract
The invention relates to a shipment method combining large constructional element rolling and floating crane, mainly relates to a rolling and floating crane combined technology during shipment, and belongs to the technical field of building material transportation. The shipment method adopts the following steps of: stopping a special beam carrying ship in a wharf, taking a large constructional element, and utilizing two large flatcars to carry the large constructional element to the wharf; selecting an appropriate tidal level, arranging two parallel overlapping platforms on the special beam carrying ship, and paving two rows of rails which are mutually parallel between the overlapping platforms; loading the special large flatcars for loading the large constructional element to a ship in a rolling way through rails, using the floating crane to lift, slowly moving to the frontage of a transport ship wharf, stopping a steel lagging box, and carrying out colligation; and transporting to the special beam carrying ship; and enabling a transport ship to move to the wharf, stopping the constructional element, and carrying out colligation and fixation. According to the invention, the large constructional element can be safely and smoothly stopped on the transport ship, the operation is easy, the shipment safety is guaranteed, the construction cost is reduced, and the existing wharfs, ships and floating cranes are fully utilized.
Description
Technical field
The present invention relates to a kind of large component to roll dress and tie shipment method mutually with crane barge, relate generally to rolling in shipment process and fill and crane barge combined technology, belong to building materials technical field of transportation.
Background technology
Large component stock size is large, and total amount is large, proposes very high requirement to shipment shipping, prior art is for this type of large component, general employing roll dress, or directly to go on board with large-scale floating crane lifting, the hanger of these two kinds of shipment technology to harbour, ships that transport, crane barge and component arrange all require very high.Due to the restriction of crane barge length of boom, the requirement stage of growing up needs lateral arrangement along the coastline, the crane barge that crouching position is very large need be called, costly, and roll dress when longitudinally loading onto ship, be subject to again the restriction of tidal conditions to a great extent, running into camp site sometimes when sections shipping exists the obstacle that cannot remove or cross over simultaneously, cause steel box-girder movement track on the bank cannot get on the right track with ship to dock, therefore adopt single shipment mode, cause shipment difficulty greatly, costly.
Summary of the invention
The object of the invention is to overcome above-mentioned deficiency, provide a kind of large component to roll dress and tie shipment method mutually with crane barge, this shipment method is easy to operation, ensures shipment safety, and can reduce executive cost.
According to technical scheme provided by the invention, a kind of large component rolls dress and ties shipment method mutually with crane barge, and step is:
(1) shipping prepares: rest on harbour by special fortune beam ship, harbour is overlapped with trestle, and harbour front arranges and puts pier, and puts on pier before making stern rest harbour; Get large component, be transported to harbour with two iant flat trucks, and carry out the inspection before shipping;
(2) roll-on-roll-off ship oceangoing ship and floating crane positioning: select suitable tidal level, boats and ships are when the tidal level of 2 ~ 3m, and deck is concordant with harbour; Beam section is gone on board and must carried out at the incoming tide, and requires at duration of tide to be 40 ~ 60min, so that iant flat truck is gone on board smoothly and gone ashore;
To cast anchor location by the position designed in advance; On direction horizontal along the coastline, the overlap joint platform that layout two is parallel on special fortune beam ship, and between overlap joint platform, lay two rows track parallel to each other;
(3) component rolls and takes on board: the special iant flat truck loading large component is rolled by track and takes on board, and is rolling in process of assembling, by the cabin water of row pressure special fortune beam ship, makes special fortune beam ship keep concordant with harbour;
(4) crane barge: carrier rests in raises boat landing; Iant flat truck rolls and is filled to special fortune beam ship, and rolling dress length is 50 ~ 60m, should try one's best and lean on forward, make casing close to operator's compartment; With floating-crane lifting, slowly move to carrier harbour front, steel jacket box is bold and generous, colligation; Be transported on special fortune beam ship, hang after sending, special fortune beam ship exits harbour, and carrier drives harbour into, and component is bold and generous, colligation is fixed.
Tool of the present invention has the following advantages: large component is safely and smoothly bold and generous on carrier, is easy to operation, ensures shipment safety, and can reduce executive cost; Take full advantage of existing harbour, boats and ships, crane barge.
Accompanying drawing explanation
Fig. 1 the present invention transports preparation front view.
Fig. 2 the present invention transports diagrammatic top view.
Detailed description of the invention
Embodiment 1 one kinds of large components roll dress and tie shipment method mutually with crane barge, and step is:
(1) shipping prepares: rest on harbour 3 by special fortune beam ship, harbour 3 is overlapped with trestle 2, and harbour 3 front arranges and puts pier 1, and puts on pier 1 before making stern rest harbour 3; Get large component, be transported to harbour 3 with two iant flat trucks, and carry out the inspection before shipping;
(2) roll-on-roll-off ship oceangoing ship and floating crane positioning: select suitable tidal level, boats and ships are when the tidal level of 2m, and deck is concordant with harbour; Beam section is gone on board and must carried out at the incoming tide, and requires at duration of tide to be 40min, so that iant flat truck is gone on board smoothly and gone ashore;
To cast anchor location by the position designed in advance; On direction horizontal along the coastline, the overlap joint platform that layout two is parallel on special fortune beam ship, and between overlap joint platform, lay two rows track parallel to each other;
(3) component rolls and takes on board: the special iant flat truck loading large component is rolled by track and takes on board, and is rolling in process of assembling, by the cabin water of row pressure special fortune beam ship, makes special fortune beam ship keep concordant with harbour;
(4) crane barge: carrier rests in raises boat landing; Iant flat truck rolls and is filled to special fortune beam ship, and rolling dress length is 50m, should try one's best and lean on forward, make casing close to operator's compartment; With floating-crane lifting, slowly move to carrier harbour front, steel jacket box is bold and generous, colligation; Be transported on special fortune beam ship, hang after sending, special fortune beam ship exits harbour, and carrier drives harbour into, and component is bold and generous, colligation is fixed.
Embodiment 2 one kinds of large components roll dress and tie shipment method mutually with crane barge, and step is:
(1) shipping prepares: rest on harbour 3 by special fortune beam ship, harbour 3 is overlapped with trestle 2, and harbour 3 front arranges and puts pier 1, and puts on pier 1 before making stern rest harbour 3; Get large component, be transported to harbour 3 with two iant flat trucks, and carry out the inspection before shipping;
(2) roll-on-roll-off ship oceangoing ship and floating crane positioning: select suitable tidal level, boats and ships are when the tidal level of 3m, and deck is concordant with harbour; Beam section is gone on board and must carried out at the incoming tide, and requires at duration of tide to be 60min, so that iant flat truck is gone on board smoothly and gone ashore;
To cast anchor location by the position designed in advance; On direction horizontal along the coastline, the overlap joint platform that layout two is parallel on special fortune beam ship, and between overlap joint platform, lay two rows track parallel to each other;
(3) component rolls and takes on board: the special iant flat truck loading large component is rolled by track and takes on board, and is rolling in process of assembling, by the cabin water of row pressure special fortune beam ship, makes special fortune beam ship keep concordant with harbour;
(4) crane barge: carrier rests in raises boat landing; Iant flat truck rolls and is filled to special fortune beam ship, and rolling dress length is 60m, should try one's best and lean on forward, make casing close to operator's compartment; With floating-crane lifting, slowly move to carrier harbour front, steel jacket box is bold and generous, colligation; Be transported on special fortune beam ship, hang after sending, special fortune beam ship exits harbour, and carrier drives harbour into, and component is bold and generous, colligation is fixed.
Embodiment 3 one kinds of large components roll dress and tie shipment method mutually with crane barge, and step is:
(1) shipping prepares: rest on harbour 3 by special fortune beam ship, harbour 3 is overlapped with trestle 2, and harbour 3 front arranges and puts pier 1, and puts on pier 1 before making stern rest harbour 3; Get large component, be transported to harbour 3 with two iant flat trucks, and carry out the inspection before shipping;
(2) roll-on-roll-off ship oceangoing ship and floating crane positioning: select suitable tidal level, boats and ships are when the tidal level of 2.63m, and deck is concordant with harbour; Beam section is gone on board and must carried out at the incoming tide, and requires at duration of tide to be 45min, so that iant flat truck is gone on board smoothly and gone ashore;
To cast anchor location by the position designed in advance; On direction horizontal along the coastline, the overlap joint platform that layout two is parallel on special fortune beam ship, and between overlap joint platform, lay two rows track parallel to each other;
(3) component rolls and takes on board: the special iant flat truck loading large component is rolled by track and takes on board, and is rolling in process of assembling, by the cabin water of row pressure special fortune beam ship, makes special fortune beam ship keep concordant with harbour;
(4) crane barge: carrier rests in raises boat landing; Iant flat truck rolls and is filled to special fortune beam ship, and rolling dress length is 55m, should try one's best and lean on forward, make casing close to operator's compartment; With floating-crane lifting, slowly move to carrier harbour front, steel jacket box is bold and generous, colligation; Be transported on special fortune beam ship, hang after sending, special fortune beam ship exits harbour, and carrier drives harbour into, and component is bold and generous, colligation is fixed.
Claims (1)
1. large component rolls dress and ties a shipment method mutually with crane barge, it is characterized in that: adopt following steps:
(1) shipping prepare: special fortune beam ship is rested on harbour (3), harbour (3) is overlapped with trestle (2), harbour (3) front arrange put pier (1), and make stern rest harbour (3) front put on pier (1); Get large component, be transported to harbour (3) with two iant flat trucks, and carry out the inspection before shipping;
(2) roll-on-roll-off ship oceangoing ship and floating crane positioning: select suitable tidal level, boats and ships are when the tidal level of 2 ~ 3m, and deck is concordant with harbour; Beam section is gone on board and must carried out at the incoming tide, and requires at duration of tide to be 40 ~ 60min, so that iant flat truck is gone on board smoothly and gone ashore;
(3) to cast anchor location by the position designed in advance; On direction horizontal along the coastline, the overlap joint platform that layout two is parallel on special fortune beam ship, and between overlap joint platform, lay two rows track parallel to each other;
(4) component rolls and takes on board: the special iant flat truck loading large component is rolled by track and takes on board, and is rolling in process of assembling, by the cabin water of row pressure special fortune beam ship, makes special fortune beam ship keep concordant with harbour;
(5) crane barge: carrier rests in raises boat landing; Iant flat truck rolls and is filled to special fortune beam ship, and rolling dress length is 50 ~ 60m, should try one's best and lean on forward, make casing close to operator's compartment; With floating-crane lifting, slowly move to carrier harbour front, steel jacket box is bold and generous, colligation; Be transported on special fortune beam ship, hang after sending, special fortune beam ship exits harbour, and carrier drives harbour into, and component is bold and generous, colligation is fixed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210365081.6A CN102837978B (en) | 2012-09-26 | 2012-09-26 | Shipment method combining large constructional element rolling and floating crane |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210365081.6A CN102837978B (en) | 2012-09-26 | 2012-09-26 | Shipment method combining large constructional element rolling and floating crane |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102837978A CN102837978A (en) | 2012-12-26 |
| CN102837978B true CN102837978B (en) | 2014-12-24 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201210365081.6A Expired - Fee Related CN102837978B (en) | 2012-09-26 | 2012-09-26 | Shipment method combining large constructional element rolling and floating crane |
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Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106275287A (en) * | 2016-09-05 | 2017-01-04 | 江苏中铁山桥重工有限公司 | A kind of large-scale truss whole sections shipment method |
| CN107628201A (en) * | 2017-08-25 | 2018-01-26 | 中国海洋石油总公司 | The technics of shipment of large-sized deep water piling bar |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2615042Y (en) * | 2003-04-25 | 2004-05-12 | 中铁大桥局集团有限公司 | Special crane ship for transporting & erecting bridges on sea |
| KR20090022045A (en) * | 2007-08-29 | 2009-03-04 | 에스티엑스조선주식회사 | Method to load big size block to floating dock and rendezvous on the sea for erection using the same |
| CN101774422A (en) * | 2009-12-30 | 2010-07-14 | 天津市海王星海上工程技术有限公司 | Novel offshore installation construction resource-combined type pontoon barge |
-
2012
- 2012-09-26 CN CN201210365081.6A patent/CN102837978B/en not_active Expired - Fee Related
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2615042Y (en) * | 2003-04-25 | 2004-05-12 | 中铁大桥局集团有限公司 | Special crane ship for transporting & erecting bridges on sea |
| KR20090022045A (en) * | 2007-08-29 | 2009-03-04 | 에스티엑스조선주식회사 | Method to load big size block to floating dock and rendezvous on the sea for erection using the same |
| CN101774422A (en) * | 2009-12-30 | 2010-07-14 | 天津市海王星海上工程技术有限公司 | Novel offshore installation construction resource-combined type pontoon barge |
Non-Patent Citations (1)
| Title |
|---|
| 崇启大桥大节段滚装上船技术研究;宿有为;《2011全国钢结构学术年会论文集》;20111018;全文 * |
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| CN102837978A (en) | 2012-12-26 |
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Effective date of registration: 20170929 Address after: 214521 Jiangsu city of Wuxi province Jingjiang Jiangyin economic development zone with Kang Road No. 15 Patentee after: Jiangsu xinzhongtai Bridge Steel Structure Engineering Co. Ltd. Address before: 214521 Jiangsu city of Taizhou province Jingjiang city Jingjiang park with Kang Road No. 15 Patentee before: Jiangsu Zhongtai Bridge Steel Structure Co., Ltd. |
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