CN1442342A - Under water flexible raft laying engineering ship and under water flexible raft laying technology - Google Patents
Under water flexible raft laying engineering ship and under water flexible raft laying technology Download PDFInfo
- Publication number
- CN1442342A CN1442342A CN 02110954 CN02110954A CN1442342A CN 1442342 A CN1442342 A CN 1442342A CN 02110954 CN02110954 CN 02110954 CN 02110954 A CN02110954 A CN 02110954A CN 1442342 A CN1442342 A CN 1442342A
- Authority
- CN
- China
- Prior art keywords
- slide plate
- soft raft
- reel
- deck
- ship
- 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
Links
Images
Landscapes
- Underground Or Underwater Handling Of Building Materials (AREA)
Abstract
An engineering ship for laying down underwater soft raft has the longitudinal reel driven by motor, a guide beam parallel to said reel, a slide plate at opposite side of said reel on deck and jointed to ship body via rotary axle, a buoy under said slide plate, and pull cable between the outside of slide plate and winder on deck and passing through the pulley on the top of a vertical pillar. A technology for laying down the underwater soft raft includes such steps as pulling the soft raft from reel via guide beam to slide plate, correcting ship position, putting down slide plate, releasing the soft raft while hanging the concrete blocks to it and filling sand in its sand tube, and slowly moving the ship backward.
Description
Technical field
The present invention relates to a kind of under-water operation engineering ship and under-water operation technology, particularly a kind of engineering ship for laying down underwater soft raft and process for laying down underwater soft raft.
Background technology
Downstream in great rivers broadens owing to the river course at present, current slow down and cause the silt alluvial, thereby influence the unimpeded of river course, estuario as THE LOWER YANGTZE VALLEY deposits at this because of the broad silt of upstream that makes, influence the navigation of large ship, now adopt the method build wall under water that the current of marine outfall are flowed along drainage line, the method of wall improves water flow velocity by building under water artificially, thereby the alluvial of assurance silt is not deposited on the river course, but owing to be soft mud under water, need large tracts of land to lay the soft raft river bottom protection when building dike, existing method is to adopt manually soft raft pulled out top from the auxiliary vessel to be fixed on the bank slope, soft raft is bound little sandbag then aboard ship, outer moving by auxiliary vessel put into the bottom for one section one section with soft raft, the method efficient is low, and it is shallow to be used for water, the river that flow velocity is little, or the place of pulling in to shore, and because the warpage of soft raft when binding little sandbag and causing soft raft to transfer, make that the splicing gland of two soft rafts can't dock under water, above-mentioned process can't satisfy the depth of water, the large-scale construction that area is wide.
Summary of the invention
The objective of the invention is to solve and lay the problem that the river bottom protection soft raft mainly relies on artificial laying on the mud soft under water in the prior art.The present invention designs engineering ship for laying down underwater soft raft, comprise the auxiliary vessel hull, it is characterized in that: hull vertically has reel in the deck in ship structure upper edge, reel is by driven by motor, reel one side deck on the ship have one with the nose girder of the parallel placement of reel, by on the deck of hull edge slide plate is arranged at the reel opposite side, slide plate is connected with hull by rotating shaft, below the outside of slide plate floating drum is arranged, the outside of slide plate has drag-line to be connected with winch on the deck through the pulley on the column top on the deck.Utilize engineering ship for laying down underwater soft raft to carry out process for laying down underwater soft raft, it is characterized in that: the soft raft that will be installed on the reel is pulled out around nose girder half cycle post-tensioning to slide plate, the check and correction accommodation, put down slide plate, slowly unreel tube, the concrete interlocking block that is placed on the auxiliary vessel is connected on the soft raft, puts down soft raft through the slide plate entry; Charge sand in the sand tube on soft raft, move after auxiliary vessel is slow, until the software last person.Advantage of the present invention is rapidly and accurately soft raft entirely to be laid under water.
Description of drawings
Below in conjunction with drawings and Examples the present invention is elaborated,
Accompanying drawing is a structural representation of the present invention,
The specific embodiment comprises auxiliary vessel hull 1, it is characterized in that: 2 upper edge hulls vertically have reel 3 on hull 1 deck, reel 3 is driven by motor 4, reel 3 one side deck on the ship 2 have one with the nose girder 5 of reel 3 parallel placements, by on the deck 2 at hull 1 edge slide plate 6 is arranged at reel 3 opposite sides, slide plate 6 is connected with hull 1 by rotating shaft 7, floating drum 8 is arranged below the outside of slide plate 6, and the outside of slide plate 6 has drag-line 9 to be connected with winch 12 on the deck 2 through the pulley 11 on 10 tops of the column on the deck 2.Utilize engineering ship for laying down underwater soft raft to carry out process for laying down underwater soft raft, it is characterized in that: the soft raft that will be installed on the reel 3 is pulled out around nose girder 5 half cycle post-tensionings to slide plate 6, pulling out soft raft around nose girder 5 half cycles is when preventing that hull from moving, soft raft is to the impact of reel 3 under water, the displacement that to the friction force of nose girder 5 resist hull 1 by soft row's body this moment, proofread the accommodation then, put down slide plate 6, slowly unreel tube 3, the concrete interlocking block that is placed on the auxiliary vessel 1 is connected on the soft raft, puts down soft raft through slide plate 6 entry; Charge sand in the sand tube on soft raft, auxiliary vessel 1 moves after slowly, until the software last person.Owing in connection concrete interlocking block on the soft raft and the sand tube on soft raft, charge sand, put it into and to sink on the water-bed mud in the water, owing to below the outside of slide plate 6 floating drum 8 is arranged, therefore when putting soft raft, can guarantee the balance of hull, and the outside of slide plate 6 has drag-line 9 to be connected with winch 12 on the deck 2 through the pulley 11 on 10 tops of the column on the deck 2, when placing soft raft, can adjust the entry angle of slide plate 6 according to situations such as the depth of waters again, thereby guarantee the correctness of the position of soft raft entry.
Claims (2)
1, engineering ship for laying down underwater soft raft, comprise the auxiliary vessel hull, it is characterized in that: hull vertically has reel in the deck in ship structure upper edge, reel is by driven by motor, reel one side deck on the ship have one with the nose girder of the parallel placement of reel, by on the deck of hull edge slide plate is arranged at the reel opposite side, slide plate is connected with hull by rotating shaft, below the outside of slide plate floating drum is arranged, the outside of slide plate has drag-line to be connected with winch on the deck through the pulley on the column top on the deck.
2, utilize the described engineering ship for laying down underwater soft raft of claim 1 to carry out process for laying down underwater soft raft, it is characterized in that:
(1) soft raft that will be installed on the reel is pulled out around nose girder half cycle post-tensioning to slide plate, and slide plate is put down at the check and correction accommodation,
(2) slowly unreel tube, the concrete interlocking block that is placed on the auxiliary vessel is connected on the soft raft, put down soft raft through the slide plate entry; Charge sand in the sand tube on soft raft, move after auxiliary vessel is slow, until the soft raft afterbody.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 02110954 CN1442342A (en) | 2002-03-06 | 2002-03-06 | Under water flexible raft laying engineering ship and under water flexible raft laying technology |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 02110954 CN1442342A (en) | 2002-03-06 | 2002-03-06 | Under water flexible raft laying engineering ship and under water flexible raft laying technology |
Publications (1)
Publication Number | Publication Date |
---|---|
CN1442342A true CN1442342A (en) | 2003-09-17 |
Family
ID=27793303
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 02110954 Pending CN1442342A (en) | 2002-03-06 | 2002-03-06 | Under water flexible raft laying engineering ship and under water flexible raft laying technology |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN1442342A (en) |
Cited By (19)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN100365341C (en) * | 2004-11-05 | 2008-01-30 | 海洋石油工程股份有限公司 | Method for laying offshore oilfield pipeline and dedicated apparatus therefor |
CN101565934B (en) * | 2008-04-24 | 2011-01-05 | 中国神华能源股份有限公司 | Method for laying geotextile underwater |
CN102277853A (en) * | 2011-04-26 | 2011-12-14 | 中交四航工程研究院有限公司 | Novel quick and reliable underwater arrangement technology |
CN102747731A (en) * | 2011-04-19 | 2012-10-24 | 中交上海航道局有限公司 | Bagged sand filling platform combination and construction method thereof |
CN102758419A (en) * | 2012-07-31 | 2012-10-31 | 长江南京航道工程局 | Method for deep-water interlocking row laying construction based on movable reinforced bars |
CN102774473A (en) * | 2012-08-04 | 2012-11-14 | 李增军 | Deepwater bagged sand filling and laying boat |
CN102979060A (en) * | 2012-12-11 | 2013-03-20 | 上海交通建设总承包有限公司 | Soft mattress paving method |
CN103074867A (en) * | 2013-01-28 | 2013-05-01 | 上海市水利工程设计研究院有限公司 | Lap joint method for sudden changing part of scour-preventing bottom-protecting soft mattress |
CN103088828A (en) * | 2011-11-01 | 2013-05-08 | 中交上海航道局有限公司 | Construction method for laying underwater geogrids |
CN103161146A (en) * | 2011-12-14 | 2013-06-19 | 杜文娟 | Unpowered ice fishing ship |
CN103306239A (en) * | 2013-06-24 | 2013-09-18 | 长江南京航道工程局 | Transverse guide rail loading operation system of laying ship |
CN103898923A (en) * | 2012-12-31 | 2014-07-02 | 中交第一航务工程局有限公司 | Pipe joint lifting immersed system and method |
CN103910285A (en) * | 2013-01-07 | 2014-07-09 | 中交一航局第二工程有限公司 | Connecting device used for precipitation barge and pipe joint |
CN104594291A (en) * | 2014-12-23 | 2015-05-06 | 重庆交通大学 | Soft mattress sinking construction method capable of improving mattress sinking smoothness degree |
CN105908673A (en) * | 2016-04-28 | 2016-08-31 | 中交二航局第三工程有限公司 | Soft body mattress underwater arrangement device and method |
CN106516021A (en) * | 2016-11-17 | 2017-03-22 | 中交第航务工程局有限公司 | Self-propelled carrying and installing all-in-one ship for underwater tunnel immersed tubes |
CN107792300A (en) * | 2017-11-29 | 2018-03-13 | 中交上海航道局有限公司 | A kind of dynamic traction device suitable for soft raft mattress sinking construction |
CN108316305A (en) * | 2018-04-02 | 2018-07-24 | 长江南京航道工程局 | Laying apparatus |
CN110965522A (en) * | 2019-11-04 | 2020-04-07 | 中国铁建港航局集团有限公司 | Software row serial laying construction method |
-
2002
- 2002-03-06 CN CN 02110954 patent/CN1442342A/en active Pending
Cited By (27)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN100365341C (en) * | 2004-11-05 | 2008-01-30 | 海洋石油工程股份有限公司 | Method for laying offshore oilfield pipeline and dedicated apparatus therefor |
CN101565934B (en) * | 2008-04-24 | 2011-01-05 | 中国神华能源股份有限公司 | Method for laying geotextile underwater |
CN102747731A (en) * | 2011-04-19 | 2012-10-24 | 中交上海航道局有限公司 | Bagged sand filling platform combination and construction method thereof |
CN102277853A (en) * | 2011-04-26 | 2011-12-14 | 中交四航工程研究院有限公司 | Novel quick and reliable underwater arrangement technology |
CN102277853B (en) * | 2011-04-26 | 2013-04-24 | 中交四航工程研究院有限公司 | Novel quick and reliable underwater arrangement technology |
CN103088828A (en) * | 2011-11-01 | 2013-05-08 | 中交上海航道局有限公司 | Construction method for laying underwater geogrids |
CN103161146B (en) * | 2011-12-14 | 2015-12-02 | 杜文娟 | Unpoweredly drag for ice boat |
CN103161146A (en) * | 2011-12-14 | 2013-06-19 | 杜文娟 | Unpowered ice fishing ship |
CN102758419A (en) * | 2012-07-31 | 2012-10-31 | 长江南京航道工程局 | Method for deep-water interlocking row laying construction based on movable reinforced bars |
CN102758419B (en) * | 2012-07-31 | 2015-01-28 | 长江南京航道工程局 | Method for deep-water interlocking row laying construction based on movable reinforced bars |
CN102774473A (en) * | 2012-08-04 | 2012-11-14 | 李增军 | Deepwater bagged sand filling and laying boat |
CN102979060A (en) * | 2012-12-11 | 2013-03-20 | 上海交通建设总承包有限公司 | Soft mattress paving method |
CN103898923A (en) * | 2012-12-31 | 2014-07-02 | 中交第一航务工程局有限公司 | Pipe joint lifting immersed system and method |
CN103910285A (en) * | 2013-01-07 | 2014-07-09 | 中交一航局第二工程有限公司 | Connecting device used for precipitation barge and pipe joint |
CN103910285B (en) * | 2013-01-07 | 2016-08-24 | 中交一航局第二工程有限公司 | The attachment means with tube coupling is refuted for sinking |
CN103074867A (en) * | 2013-01-28 | 2013-05-01 | 上海市水利工程设计研究院有限公司 | Lap joint method for sudden changing part of scour-preventing bottom-protecting soft mattress |
CN103074867B (en) * | 2013-01-28 | 2015-12-23 | 上海市水利工程设计研究院有限公司 | The bridging method of a kind of erosion control river bottom protection soft raft sudden change place |
CN103306239A (en) * | 2013-06-24 | 2013-09-18 | 长江南京航道工程局 | Transverse guide rail loading operation system of laying ship |
CN103306239B (en) * | 2013-06-24 | 2015-04-29 | 长江南京航道工程局 | Transverse guide rail loading operation system of laying ship |
CN104594291B (en) * | 2014-12-23 | 2016-05-18 | 重庆交通大学 | A kind of soft raft mattress sinking construction method that can improve mattress sinking smooth degree |
CN104594291A (en) * | 2014-12-23 | 2015-05-06 | 重庆交通大学 | Soft mattress sinking construction method capable of improving mattress sinking smoothness degree |
CN105908673A (en) * | 2016-04-28 | 2016-08-31 | 中交二航局第三工程有限公司 | Soft body mattress underwater arrangement device and method |
CN105908673B (en) * | 2016-04-28 | 2018-02-09 | 中交二航局第三工程有限公司 | Soft raft arranges device and arranges method under water |
CN106516021A (en) * | 2016-11-17 | 2017-03-22 | 中交第航务工程局有限公司 | Self-propelled carrying and installing all-in-one ship for underwater tunnel immersed tubes |
CN107792300A (en) * | 2017-11-29 | 2018-03-13 | 中交上海航道局有限公司 | A kind of dynamic traction device suitable for soft raft mattress sinking construction |
CN108316305A (en) * | 2018-04-02 | 2018-07-24 | 长江南京航道工程局 | Laying apparatus |
CN110965522A (en) * | 2019-11-04 | 2020-04-07 | 中国铁建港航局集团有限公司 | Software row serial laying construction method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN1442342A (en) | Under water flexible raft laying engineering ship and under water flexible raft laying technology | |
CN102277853B (en) | Novel quick and reliable underwater arrangement technology | |
US4661014A (en) | Prefabricated civil engineering module, method for the construction of a structure including said module and resulting structure | |
CN103247977B (en) | Multiphase submarine cable transverse arrangement of turbo circulation laying and construction method | |
CN102454828B (en) | Pipeline recycling and discarding technology in deepwater S-shaped submarine pipeline laying process | |
CN105604079B (en) | A kind of tunnel immersed tube tube coupling being applied under big flow conditions undocks construction method | |
EP3882399B1 (en) | Incremental launching process for a submerged cable-stayed floating tunnel | |
CN102839666A (en) | Bottom-supported floating pile-driving platform | |
CN109506044A (en) | A kind of pipeline under the ocean construction technology | |
CN106704705B (en) | overwater pipeline assembling operation method and system | |
CN110466697A (en) | A kind of dedicated sinking ship of immersed tube tunnel and its application method | |
CN217536965U (en) | Self-floating assembly type filling operation platform for soil engineering pipe bag | |
CN212715000U (en) | Steel cofferdam positioning system in deep water | |
CN113585343B (en) | Cable-stayed suspension tunnel with cable flow pier and construction method thereof | |
NO301732B1 (en) | Method of manufacture, temporary storage, towing and installation of long seabed pipelines, and apparatus for use in carrying out the method | |
CN111764418A (en) | Steel cofferdam positioning system in deep water | |
JPS59145688A (en) | Launching/grounding system for vessel and ocean structure | |
WO2015049348A2 (en) | Method of laying a pipe under water | |
CN100360377C (en) | Semi submersible type under water construction flow blocking device | |
CN108832551A (en) | The laying of batholith sea bed high-pressure undersea cable and guard method | |
JP3411630B2 (en) | Underwater sheet laying method | |
JPH06159553A (en) | Method for laying subaqueous sunken pipe | |
Inai et al. | Design and Execution of a Submarine Cooling Water Intake System for the Atomic Power Plant, Tokai, Japan | |
JPS5914669B2 (en) | How to lay submarine pipes | |
SU1738893A1 (en) | Method for water conduit construction |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
WD01 | Invention patent application deemed withdrawn after publication |