CN106012970A - Construction method for covering foundation bed with geotechnical cloth to prevent back silting - Google Patents
Construction method for covering foundation bed with geotechnical cloth to prevent back silting Download PDFInfo
- Publication number
- CN106012970A CN106012970A CN201610345229.8A CN201610345229A CN106012970A CN 106012970 A CN106012970 A CN 106012970A CN 201610345229 A CN201610345229 A CN 201610345229A CN 106012970 A CN106012970 A CN 106012970A
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- CN
- China
- Prior art keywords
- bedding
- geotextiles
- construction
- construction method
- foundation bed
- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
- E02B3/122—Flexible prefabricated covering elements, e.g. mats, strips
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
A construction method for covering a foundation bed with geotechnical cloth to prevent back silting includes the steps that firstly, the foundation bed is covered with the geotechnical cloth; secondly, pressing is conducted through gravel bags, wherein a row of gravel bags is pressed on the periphery of the geotechnical cloth at every interval of 10 meters, and drifting of the geotechnical cloth is prevented; and thirdly, foundation bed dredging treatment is conducted before fine flattening. By the adoption of the construction method, the silting prevention effect is remarkable, and the construction method has the beneficial effects that settlings generated due to back silting in stone gaps of the foundation bed are reduced, dredging is more thorough, and construction quality is improved greatly; the dredging construction process is simplified, construction is simper, easy and fast, and construction efficiency is improved; and the expenses of ship machines are saved on the economic aspect.
Description
Technical field
The present invention relates to the construction technology of harbour bedding, particularly relate to a kind of bedding and cover geotechnological non-return silt of deploying troops on garrison duty
Construction method.
Background technology
PORT OF YINKOU needed to stop work due to temperature reason during the March of annual December to next year, and this will lead
Cause gravity type quay termination bedding, fail to install in time the bedding end face of square (caisson), the most mounted side
Block (caisson) tailing edge needs the most exposed, and back-silt substantial amounts of mud deposit, for ensureing square (caisson)
And the coefficient of sliding friction between bedding meets requirement, before next procedure is constructed, the side of needs refutes and assembles conjunction ducker
Member carries out desilting.
In tradition desilting technique, need water high-pressure hydraulic pump under diver that the surface of bedding is progressively cleared up,
The impulsive force the utilizing water pump deposit that will back-silt rushes, and the deposit that back-silts flows away along with the trend of sea water, utilizes
Such mode reaches the purpose of desilting.But this desilting mode has certain drawback: (1) desilting is the most thorough
The end, owing to trend is uncontrolled, time mud deposit blown afloat can not be fully erased;(2) in stone gap
Mud can not be removed thoroughly;(3) removing long 100 meters, the bedding of wide 17 meters, cooperation ducker refutes in needs side
The 6-7 days used time of member is the most long-time;Not only desilting is not thorough, and cost is high, and opens next procedure construction
Exhibition has certain restriction.
Summary of the invention
The present invention solves that the problems referred to above provide a kind of overburden soil work cloth on bedding in case non-return silt is become silted up in a large number
The construction method of mud.
The technical solution used in the present invention:
A kind of bedding covers the construction method that geotechnological non-return of deploying troops on garrison duty becomes silted up, and the steps include:
(1) bedding covers geotextiles: cover 1~2 layer in winterization or long-time idle bedding top
Geotextiles;
(2) sandstone bag compacting: press a sand discharge stone bag at interval of 10 meters on geotextiles periphery, prevent geotechnique
Cloth drifts about;
(3) thin flat front bedding desilting processes: bedding to be carried out at desilting before carefully putting down bedding by Second Year
Reason, under Divers, sandstone bag is first removed by water, is then tied down by geotextiles one end nylon rope, and nylon rope is solid
The side of being scheduled on is refuted, and utilization side refutes agitation anchor hawser shifting ship and geotextiles slowly dragged away to another direction from a direction.
Beneficial effects of the present invention: the anti-silting effect of the inventive method is obvious, has advantage as follows:
(1) decrease the deposit that back-silts in bedding stone gap, make desilting more thorough, substantially increase construction
Quality;
(2) simplify the construction process of desilting, construct simpler, brisk, improve the efficiency of construction;
(3) economic aspect also saves ship machine expense.
Accompanying drawing explanation
Fig. 1 is the schematic diagram that bedding of the present invention covers upper geotextiles.
Wherein: 1-sandstone bag;2-geotextiles;3-bedding.
Detailed description of the invention
250 meters of winterization have been thrown in 205#, 206# general berth, celestial being's island harbour district, PORT OF YINKOU October
As a example by bedding, the method is specifically described.
A kind of bedding covers the construction method that geotechnological non-return of deploying troops on garrison duty becomes silted up, and the steps include:
(1) bedding covers geotextiles: lead to the length 100 meters of berth winterization at celestial being's island harbour district 205#, wide
The bedding top of 30 meters covers 1~2 layer of geotextiles;
(2) sandstone bag compacting: press a sand discharge stone bag at interval of 10 meters on geotextiles periphery, prevent geotechnique
Cloth drifts about;
(3) before thin flat, bedding desilting processes: Second Year March, to enter bedding before carefully putting down bedding
Row desilting processes, and under Divers, sandstone bag is first removed by water, is then tied down by geotextiles one end nylon rope,
The nylon rope side of being fixed on is refuted, and utilization side refutes agitation anchor hawser shifting ship and geotextiles delayed to another direction from a direction
Slowly drag away.
Use the method to have only to 1~2 day to complete, save about 5 day time, the machine-team that each side refutes
Taking by 5400 yuan/day, the bedding desilting of such 100 meters just can save 27000 yuan, because of celestial being's island harbour district 205#,
206# general berth 250 mesityl bed saves 67500 yuan altogether.
Above one embodiment of the present of invention is described in detail, but described content has been only the preferable of the present invention
Embodiment, it is impossible to be considered the practical range for limiting the present invention.All according to the present patent application scope made equal
Deng change and improvement etc., within all should still belonging to the patent covering scope of the present invention.
Claims (1)
1. a bedding covers the construction method that geotechnological non-return of deploying troops on garrison duty becomes silted up, it is characterised in that construction procedure is:
(1) bedding covers geotextiles: cover 1~2 layer in winterization or long-time idle bedding top
Geotextiles;
(2) sandstone bag compacting: press a sand discharge stone bag at interval of 10 meters on geotextiles periphery, prevent geotechnique
Cloth drifts about;
(3) thin flat front bedding desilting processes: bedding to be carried out at desilting before carefully putting down bedding by Second Year
Reason, under Divers, sandstone bag is first removed by water, is then tied down by geotextiles one end nylon rope, and nylon rope is solid
The side of being scheduled on is refuted, and utilization side refutes agitation anchor hawser shifting ship and geotextiles slowly dragged away to another direction from a direction.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610345229.8A CN106012970A (en) | 2016-05-23 | 2016-05-23 | Construction method for covering foundation bed with geotechnical cloth to prevent back silting |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610345229.8A CN106012970A (en) | 2016-05-23 | 2016-05-23 | Construction method for covering foundation bed with geotechnical cloth to prevent back silting |
Publications (1)
Publication Number | Publication Date |
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CN106012970A true CN106012970A (en) | 2016-10-12 |
Family
ID=57095709
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201610345229.8A Pending CN106012970A (en) | 2016-05-23 | 2016-05-23 | Construction method for covering foundation bed with geotechnical cloth to prevent back silting |
Country Status (1)
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CN (1) | CN106012970A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109537522A (en) * | 2019-01-23 | 2019-03-29 | 珠江水利委员会珠江水利科学研究院 | The application method of utricule structure, anti-siltation device and anti-siltation device |
CN109653230A (en) * | 2019-01-29 | 2019-04-19 | 珠江水利委员会珠江水利科学研究院 | A kind of anti-siltation device and anti-siltation method |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1045617A (en) * | 1990-03-11 | 1990-09-26 | 山西省交通厅 | Device of automatically laying rollers for preventing flushing |
CN1730832A (en) * | 2005-08-30 | 2006-02-08 | 云南省环境科学研究院 | Technology for repairing basement of lake steep bank inshore water area |
CN103613257A (en) * | 2013-12-05 | 2014-03-05 | 中国科学院东北地理与农业生态研究所 | Active covering method for in-situ remediation of sediments |
KR101428628B1 (en) * | 2014-04-21 | 2014-08-08 | 주식회사 유신 | Plate binding type stone filled strand net for local scour protection and pier scour protection construction method using the same |
CN104878792A (en) * | 2015-05-28 | 2015-09-02 | 中交一航局第二工程有限公司 | Rigid frame-type geotextile covering silt prevention system and method of immersed tunnel foundation bed |
-
2016
- 2016-05-23 CN CN201610345229.8A patent/CN106012970A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1045617A (en) * | 1990-03-11 | 1990-09-26 | 山西省交通厅 | Device of automatically laying rollers for preventing flushing |
CN1730832A (en) * | 2005-08-30 | 2006-02-08 | 云南省环境科学研究院 | Technology for repairing basement of lake steep bank inshore water area |
CN103613257A (en) * | 2013-12-05 | 2014-03-05 | 中国科学院东北地理与农业生态研究所 | Active covering method for in-situ remediation of sediments |
KR101428628B1 (en) * | 2014-04-21 | 2014-08-08 | 주식회사 유신 | Plate binding type stone filled strand net for local scour protection and pier scour protection construction method using the same |
CN104878792A (en) * | 2015-05-28 | 2015-09-02 | 中交一航局第二工程有限公司 | Rigid frame-type geotextile covering silt prevention system and method of immersed tunnel foundation bed |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109537522A (en) * | 2019-01-23 | 2019-03-29 | 珠江水利委员会珠江水利科学研究院 | The application method of utricule structure, anti-siltation device and anti-siltation device |
CN109537522B (en) * | 2019-01-23 | 2023-12-05 | 珠江水利委员会珠江水利科学研究院 | Bag body structure, anti-fouling device and use method of anti-fouling device |
CN109653230A (en) * | 2019-01-29 | 2019-04-19 | 珠江水利委员会珠江水利科学研究院 | A kind of anti-siltation device and anti-siltation method |
CN109653230B (en) * | 2019-01-29 | 2023-11-28 | 珠江水利委员会珠江水利科学研究院 | Anti-fouling device and anti-fouling method |
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Application publication date: 20161012 |
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