CN1299903A - Underwater drawing, arranging and constructing process - Google Patents
Underwater drawing, arranging and constructing process Download PDFInfo
- Publication number
- CN1299903A CN1299903A CN 00130306 CN00130306A CN1299903A CN 1299903 A CN1299903 A CN 1299903A CN 00130306 CN00130306 CN 00130306 CN 00130306 A CN00130306 A CN 00130306A CN 1299903 A CN1299903 A CN 1299903A
- Authority
- CN
- China
- Prior art keywords
- arranging
- sand
- filling
- type mould
- mentioned
- 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
Links
Images
Landscapes
- Revetment (AREA)
Abstract
The present invention relates to an underwater revetment made up by sewing filament high-strength woven fabric, its upper portion is of mould bag concrete hard layer, and its lower portion is of frame sand-charged mould bag soft layer, both layers are combined into one whole body. The sand-charged mould bag arrangement bodies are connected together by means of cable, several winding engines mounted on warping vessel and pulley-block. Its construction process includes the following steps: firstly, laying oil cloth which can be repeatedly used on the bank slope, laying revetment body on the oil cloth, sectionally filling revetment body, placing warping vessel in river, utilizing sereral winding engines and pulley-block to pull the revetment body into water, then filling one sectino of revetment body, then pull said filled revetment body to extend to underwater toe of slope to implement said invention.
Description
The present invention relates to method and equipment thereof that hydraulic engineering is used for shore protection, refer to a kind of underwater drawing, arranging and construction technology thereof especially.
In the prior art, in the bank slide treatment experimental project, adopt the large-scale ship of arranging to pour into the mould bag aboard ship, the mould bag slips into the water from the slide plate on ship limit, spread gradually to the riverbed face along the direction of arranging, because the restriction of skateboard, width can make some difference, too wide be difficult to sling, be subjected to flow rate effect bigger, the large-scale ship mechanical stage student contributions pooled to pay for class activities costliness of arranging, be unfavorable for promoting, in addition, when big ship was constructed, it was bigger influenced by field boundary ground to narrow and small riverbank, region, so have following problem: 1, general large-scale Dou plate length of arranging ship has only 5-6m, lower laggard upstream face seldom, and the Jiang Xinzhou state head north bank offshore depth of water is nearly more than 15 meters, row's body overhang more than 10 meters will be arranged when arranging at depth of water place below the Dou plate, form the very large waterwall of a slice, to bear huge hydro-flow thrust, row's body tension and location are caused difficulty, bring greater risk for the work of arranging.2, because row's body bears huge pulling force, make the sand ribbon of filling of double-deck sash pattern bag come difficulty, be difficult to fill full.3, the large-scale mechanical stage student contributions pooled to pay for class activities height of arranging ship, even arrange successfully, it also is problem that its promotional value has much, this shows that discussion need not large-scalely be arranged ship and be arranged, and is not only forced, and necessary.
The objective of the invention is to: a kind of underwater drawing, arranging and construction technology thereof are provided, need not large-scalely arrange ship, adopt fetch home anchor plate, can effectively reduce the mechanical stage student contributions pooled to pay for class activities, not only can break away from auxilliary row's predicament, and adopt underwater drawing, arranging to draw shore protection, can improve the protective dike function, and have promotional value.
Another purpose of the present invention is: at the problems referred to above, provide a kind of on bank slope merogenesis charge row's body, at file leader's draw ring inner passing-setting steel pipe, fetch home anchor plate is arranged in the korneforos, draw steel pipe with anchor hawser, row's body toward drop-down, is drawn a joint, on the water surface, fill a joint again, step by step the underwater drawing, arranging construction technology of extending to toe.
The object of the present invention is achieved like this: a kind of underwater drawing, arranging, it is made up of mold-bagged concrete and sash type mould sack for filling sand two parts, it is characterized in that: above-mentioned mold-bagged concrete with its under sash type mould sack for filling sand by the grappling hook link to each other place domatic down, drawing, arranging is to be made by the high-strength woven cloth of long filament to form: having charged concrete in its upper mould bag concrete is hard layer, having charged sand in the sash type mould sack for filling sand of bottom is soft layer, and the two is combined into an overall structure; And on sash type mould sack for filling sand file leader, be provided with a plurality of draw rings that link to each other with hawser/round steel, and link to each other with assembly pulley with many groups hoist engine on placing fetch home anchor plate by hawser.
The construction technology of described underwater drawing, arranging is characterised in that: spread reusable oilcloth on bank slope earlier, at oilcloth upper berth sash type mould sack for filling sand, merogenesis charges row's body on bank slope, at file leader's draw ring inner passing-setting hawser/steel pipe, fetch home anchor plate is arranged in the korneforos, with anchor hawser grappling oceangoing ship ship,, draw the file leader with wire rope by many hoist engines and assembly pulley, arranging body under water toward drawing, draw a joint, on the water surface, fill a joint again, step by step to toe extension under water.
Now further specify by the following drawings and embodiment:
Fig. 1, for plane structure schematic diagram of the present invention.
Fig. 2, for side structure schematic diagram of the present invention.
Fig. 3, for sash type mould sack for filling sand structural representation of the present invention.
Fig. 4, be the cell cube structural representation among Fig. 3.
Fig. 5, be the invention process view.
Referring to Fig. 1-2, a kind of underwater drawing, arranging, it is made up of mold-bagged concrete 1 and sash type mould sack for filling sand 2 two parts, wherein mold-bagged concrete 1 with its under sash type mould sack for filling sand 2 by grappling hook 3 link to each other place domatic down, drawing, arranging is to be made by the high-strength woven cloth of long filament to form: charged concrete 11 in its upper mould bag concrete and be hard layer, having charged sand in the sash type mould sack for filling sand of bottom is soft layer, the two structure that is combined into one; And on sash type mould sack for filling sand file leader, be provided with a plurality of draw rings that link to each other with hawser/round steel 4, and by hawser 5 and many groups hoist engine on placing fetch home anchor plate 6 be connected with assembly pulley 7 (as shown in Figure 5).
Referring to Fig. 3,4, above-mentioned sash type mould sack for filling sand 2 is to be sewn into some cell cubes 21 by the high-strength woven cloth of long filament, be provided with some suturing parts 211 in each cell cube 21, its suturing part 211 peripheries charge sand formation and have the sash shape of main rib 22 and auxilliary rib 23, its main rib 22 is perpendicular to water (flow) direction (as Fig. 3 arrow indication), auxilliary rib 23 is along water (flow) direction, in addition, sash type mould sack for filling sand links to each other with assembly pulley 7 with many groups hoist engine on placing fetch home anchor plate 6 by hawser 5.Cut off by the two-sided reinforced bands that is stitched together mutually between above-mentioned each cell cube 21, two-sided reinforced bands is divided vertical insulating course 24 and horizontal insulating course 25, vertical insulating course 24 littoral line direction layouts, and a side of each cell cube 21 is provided with and fills Sha Guankou 8; Vertically insulating course 24 is along length of grade direction layout, and the distance of the big horizontal insulating course 25 of what, is provided with the fixedly draw ring 8 of hawser/round steel the file leader of sash type mould sack for filling sand 2, and above-mentioned main rib 22 fills the diameter after the auxilliary rib 23 of the big what of diameter behind the sand fills sand.
Referring to Fig. 5, the construction technology of underwater drawing, arranging is: at first spread reusable oilcloth 9 on bank slope earlier, percolation-proof erosion bank slope, also can reduce the raft-towing resistance, on oilcloth 9, lay sash type mould sack for filling sand 2 then, merogenesis charges row's body on bank slope, be that merogenesis charges sand in each cell cube 21,4 wear cable laying rope/steel pipe in file leader's draw ring, and fetch home anchor plate 6 is arranged in the korneforos, with anchor hawser 10 grappling oceangoing ship ships 6, and, draw the file leader with wire rope 5 by many hoist engines and assembly pulley 7, draw under water row's body of sash type mould sack for filling sand 2 is past, draw a joint, fill a joint again on the water surface, to toe extension under water, the whole process merogenesis on bank slope that charges carries out step by step, during beginning, sash type mould sack for filling sand 2 is the state of rolling, and progressively launches in the process of the row's of charging body then, progressively enters in the water.
The length of the above-mentioned row of charging each joint of body can be 5 meters to 6 meters for good;
During construction, fetch home anchor plate 6 is arranged in the korneforos, with anchor hawser 10 grappling oceangoing ship ships 6, the steel pipe of the file leader being worn draw ring 4 is connected on the hoist engine and assembly pulley 7 of fetch home anchor plate 6 by the steel plate truss with hawser 5, by deck fetch home anchor plate 6 strand anchor systems own barge is retreated, move as offshore, can finish the work of dragging the position to arrange smoothly under water.
During concrete operations, draw the file leader by two hoist engines and assembly pulley 7 usefulness wire rope 5, arranging body toward drawing under water, 18 meters for the first time, drag into the mire 6 meter one joint after filling sand, fill 3 joints, fill 12 meter two joint for the second time, drag into the mire, fill 6 meters at last, and charge concrete mould bag with 20 meters and also move the position to, carry out concrete filling on the water and get final product, and distance that charges each time and joint number need drink surely according to site specific.
This method risk that charges the mould bag on domatic on the water is less, construction easily, because of bed velocity lower, can avoid with large-scale arrange ship will arrange body overhang in water by the water unmanageable risk of getting excited, in addition efflux body is attached to the bank and slides in the riverbed and go, current are very little to the influence of row's body, and the rainy day equally can construct.
In the bank slide treatment experimental project section of Jiang Xinliu state, create the underwater drawing, arranging new technology; solved the construction difficult problem of laying soft raft; obtained good effect; the success of this new technology; not only in Hydraulic and Hydro-Power Engineering, and all have wide practical use in other fields such as traffic shipping, territory protections.
The invention has the advantages that: dilatory soft raft and process thereof be during the Bank of river and dyke protection is built extremely Effective measures because the past does not have suitable construction technology, can not get for a long time applying, and drag under water Drawing and arranging technology is a kind of innovation in China's levee revetment engineering, and it will promote soft raft bank protection skill The development of art, this kind technology can be saved large-scale Working Ships, reduces the construction machine-team and takes, and simplifies difficulty of construction, Improve the isostere positional accuracy, flow velocity is low, Changes in weather can not affect construction yet.
Claims (9)
1, a kind of underwater drawing, arranging, it is made up of mold-bagged concrete and sash type mould sack for filling sand two parts, it is characterized in that: above-mentioned mold-bagged concrete with its under sash type mould sack for filling sand by the grappling hook link to each other place domatic down, drawing, arranging is to be made by the high-strength woven cloth of long filament to form: having charged concrete in its upper mould bag concrete is hard layer, having charged sand in the sash type mould sack for filling sand of bottom is soft layer, and the two is combined into an overall structure; And on sash type mould sack for filling sand file leader, be provided with a plurality of draw rings that link to each other with hawser/round steel, and link to each other with assembly pulley with many groups hoist engine on placing fetch home anchor plate by hawser/round steel.
2, underwater drawing, arranging according to claim 1, it is characterized in that: above-mentioned sash type mould sack for filling sand is sewn into some cell cubes, be provided with some suturing parts in each cell cube, its suturing part periphery charges sand formation and has the sash shape of main rib and auxilliary rib, its main rib is perpendicular to water (flow) direction, and auxilliary rib is along water (flow) direction.
3, underwater drawing, arranging according to claim 2, it is characterized in that: cut off by the two-sided reinforced bands that is stitched together mutually between above-mentioned each cell cube, can be divided into vertical insulating course and horizontal insulating course, and be provided with the fixedly draw ring of hawser/round steel in the reinforced bands termination.
4, underwater drawing, arranging according to claim 2 is characterized in that: a side of above-mentioned each cell cube is provided with a plurality of Sha Guankou of filling.
5, underwater drawing, arranging according to claim 2 is characterized in that: above-mentioned vertical insulating course is along length of grade direction layout, the laterally littoral line direction of insulating course layout, and the big horizontal insulating course distance of what.
6, underwater drawing, arranging according to claim 2 is characterized in that: above-mentioned main rib fills the diameter after the auxilliary rib of the big what of diameter behind the sand fills sand.
7, the construction technology according to power 1 described underwater drawing, arranging is characterised in that: spread reusable oilcloth on bank slope earlier, lay sash type mould sack for filling sand on oilcloth, merogenesis charges row's body on bank slope, at file leader's draw ring inner passing-setting hawser/steel pipe, fetch home anchor plate is arranged in the korneforos, with anchor hawser grappling oceangoing ship ship,, draw the file leader with wire rope by many hoist engines and assembly pulley, arranging body under water toward drawing, draw a joint, on the water surface, fill a joint again, step by step to toe extension under water.
8, according to the construction technology of power 7 described underwater drawing, arrangings, it is characterized in that: the length of the above-mentioned row of charging body one joint can be 5 meters to 6 meters for good.
9, according to the construction technology of weighing 7 described underwater drawing, arrangings, it is characterized in that: above-mentioned arranging body under water toward drawing, 18 meters for the first time, drag into the mire 6 meter one joint after filling sand, fill 3 joints, fill 12 meter two joint for the second time, drag into the mire, fill 6 meters at last, and charge concrete sash type mould sack for filling sand with 20 meters and also move the position to, carry out concrete filling on the water and get final product.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 00130306 CN1109791C (en) | 2000-10-30 | 2000-10-30 | Underwater drawing, arranging and constructing process |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 00130306 CN1109791C (en) | 2000-10-30 | 2000-10-30 | Underwater drawing, arranging and constructing process |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1299903A true CN1299903A (en) | 2001-06-20 |
| CN1109791C CN1109791C (en) | 2003-05-28 |
Family
ID=4594100
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 00130306 Expired - Fee Related CN1109791C (en) | 2000-10-30 | 2000-10-30 | Underwater drawing, arranging and constructing process |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1109791C (en) |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101881014A (en) * | 2010-07-02 | 2010-11-10 | 长江重庆航道工程局 | Construction method of sinking mattress along water current for river waterway regulation |
| 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 |
| CN103174108A (en) * | 2013-03-19 | 2013-06-26 | 中交一航局第二工程有限公司 | Transmission type arranging device and arranging method of arranging boat without sliding plate |
| CN103276697A (en) * | 2013-03-19 | 2013-09-04 | 中交一航局第二工程有限公司 | Driving-type layout device and layout method for layout ship without sliding plates |
| CN103744084A (en) * | 2014-01-17 | 2014-04-23 | 武汉长江航道救助打捞局 | Real-time monitoring and detecting method for underwater paving quality |
| CN104358231A (en) * | 2014-11-12 | 2015-02-18 | 浙江交通职业技术学院 | Underwater side-slope mould bag concrete reinforcing construction method |
| CN107100174A (en) * | 2017-04-26 | 2017-08-29 | 中国水利水电科学研究院 | A kind of design method of earthwork fabric-filled sand pocket |
| 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 |
| CN110541396A (en) * | 2019-09-18 | 2019-12-06 | 南水北调中线干线工程建设管理局 | underwater construction method for low-roughness mould bag concrete |
| CN111058452A (en) * | 2019-12-25 | 2020-04-24 | 中交第一航务工程局有限公司 | Offshore underwater geotextile spreading tool and use method thereof |
| CN114164800A (en) * | 2021-12-28 | 2022-03-11 | 管效仲 | Ice surface sinking row construction process of soft row |
| CN114606902A (en) * | 2022-04-20 | 2022-06-10 | 广东省水利水电第三工程局有限公司 | Construction method for mould bag concrete revetment of ultra-deep dynamic water area |
-
2000
- 2000-10-30 CN CN 00130306 patent/CN1109791C/en not_active Expired - Fee Related
Cited By (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN101881014A (en) * | 2010-07-02 | 2010-11-10 | 长江重庆航道工程局 | Construction method of sinking mattress along water current for river waterway regulation |
| 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 |
| CN103174108B (en) * | 2013-03-19 | 2015-06-17 | 中交一航局第二工程有限公司 | Transmission type arranging device and arranging method of arranging boat without sliding plate |
| CN103276697A (en) * | 2013-03-19 | 2013-09-04 | 中交一航局第二工程有限公司 | Driving-type layout device and layout method for layout ship without sliding plates |
| CN103276697B (en) * | 2013-03-19 | 2015-04-22 | 中交一航局第二工程有限公司 | Driving-type layout device and layout method for layout ship without sliding plates |
| CN103174108A (en) * | 2013-03-19 | 2013-06-26 | 中交一航局第二工程有限公司 | Transmission type arranging device and arranging method of arranging boat without sliding plate |
| CN103744084A (en) * | 2014-01-17 | 2014-04-23 | 武汉长江航道救助打捞局 | Real-time monitoring and detecting method for underwater paving quality |
| CN103744084B (en) * | 2014-01-17 | 2016-06-08 | 武汉长江航道救助打捞局 | One arranges Real-time quality monitoring detection method under water |
| CN104358231A (en) * | 2014-11-12 | 2015-02-18 | 浙江交通职业技术学院 | Underwater side-slope mould bag concrete reinforcing construction method |
| CN107100174A (en) * | 2017-04-26 | 2017-08-29 | 中国水利水电科学研究院 | A kind of design method of earthwork fabric-filled sand pocket |
| 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 |
| CN107792300B (en) * | 2017-11-29 | 2024-07-05 | 中交上海航道局有限公司 | Power traction device suitable for soft mattress sinking construction |
| CN110541396A (en) * | 2019-09-18 | 2019-12-06 | 南水北调中线干线工程建设管理局 | underwater construction method for low-roughness mould bag concrete |
| CN111058452A (en) * | 2019-12-25 | 2020-04-24 | 中交第一航务工程局有限公司 | Offshore underwater geotextile spreading tool and use method thereof |
| CN111058452B (en) * | 2019-12-25 | 2021-07-30 | 中交第一航务工程局有限公司 | Offshore underwater geotextile spreading tool and use method thereof |
| CN114164800A (en) * | 2021-12-28 | 2022-03-11 | 管效仲 | Ice surface sinking row construction process of soft row |
| CN114606902A (en) * | 2022-04-20 | 2022-06-10 | 广东省水利水电第三工程局有限公司 | Construction method for mould bag concrete revetment of ultra-deep dynamic water area |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1109791C (en) | 2003-05-28 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN1109791C (en) | Underwater drawing, arranging and constructing process | |
| CN109506044A (en) | A kind of pipeline under the ocean construction technology | |
| CN109113020B (en) | Seaport breakwater structure and construction method thereof | |
| CN107724334A (en) | Mold-bagged concrete protective slope structure and the steel reinforcement cage with anchor structure | |
| CN104631481A (en) | Mooring positioning device for open caisson and construction method of mooring positioning device | |
| CN108930251A (en) | A kind of harbour submerged breakwater structure and its construction method | |
| CN110273429A (en) | A kind of piling bar plate and film bag sand cofferdam construction method | |
| CN109024525A (en) | A kind of artificial island structure and its construction method considering underground space development | |
| CN205152888U (en) | An anchor bag and a concrete interlocking software volleyball association body structure | |
| CN112144385B (en) | Anti-scouring method for backfilling of flexible composite bagged sand | |
| CN106088155A (en) | Box hat immersed tube tunnel tube coupling prefabricated transportation by driving fitting-out technique | |
| CN207314271U (en) | Mold-bagged concrete protective slope structure and the steel reinforcement cage with anchor structure | |
| CN113065768A (en) | River bank protection building technical condition evaluation method based on multi-source multi-dimensional indexes | |
| CN107165124A (en) | A kind of deep water soft raft is to drawing laying construction method | |
| CN215887944U (en) | Island platform is built in advancing of deep water high flow velocity river course embankment | |
| US4693632A (en) | System and method for controlling erosion of a shoreline | |
| CN113914358B (en) | Intelligent bionic scouring protection structure for cylindrical foundation and application method of intelligent bionic scouring protection structure | |
| CN108930255B (en) | Construction method of reclamation channel | |
| CN104652403B (en) | One geotextiles lapped layup method under water | |
| CN211442685U (en) | Splicing platform on water | |
| CN211167323U (en) | Cable laying ship deck arrangement for laying long-distance sand shores and sea cables | |
| CN110397051A (en) | A kind of cofferdam structure and construction method | |
| CN1047421C (en) | Jack propelling method for under water working of coffer | |
| CN206476053U (en) | Defeated mooring gear outside a kind of pile foundation type reinforced concrete structure Crude Oil at Sea | |
| CN204356731U (en) | A kind of abysmal area sea wall sand is laid equipment |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C06 | Publication | ||
| PB01 | Publication | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20030528 Termination date: 20131030 |