CN105951667B - Using mud filling tube bag in enclosing tideland for cultivation region pre- profit retention river structure - Google Patents
Using mud filling tube bag in enclosing tideland for cultivation region pre- profit retention river structure Download PDFInfo
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- CN105951667B CN105951667B CN201610452845.3A CN201610452845A CN105951667B CN 105951667 B CN105951667 B CN 105951667B CN 201610452845 A CN201610452845 A CN 201610452845A CN 105951667 B CN105951667 B CN 105951667B
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/40—Protecting water resources
- Y02A20/402—River restoration
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Abstract
It is disclosed by the invention to use mud filling tube bag pre- profit retention river structure in enclosing tideland for cultivation region, comprising: to construct on status beach and be located at proposed river two sides and the first, second mud filling tube bag rib body as proposed river bank slope skeleton；Protective slope structure on the river side slope of the first, second mud filling tube bag rib body is set；And hydraulic reclamation on the status beach and is located at the hydraulic reclamation of the first, second mud filling tube bag rib body into the outside of Lu Bianpo and forms the barged-in fill of land-based area.Also disclose the construction method of the pre- profit retention river structure in enclosing tideland for cultivation region using mud filling tube bag.The beneficial effects of the present invention are: the present invention uses bank slope skeleton of the mud filling tube bag rib body as proposed river, it does not need using special measures, it can require according to planning and designing into slope, mud filling tube bag rib body overall performance is good simultaneously, substantially it does not need to carry out basement process, reduces hydraulic reclamation and earth excavation project amount, it is small at river difficulty, it is fast at river speed, accelerate land development and utilization.
Description
Technical field
The present invention relates to project of cultivation hydraulic reclamation Cheng Lu to enclose construction river technical field in area, belongs to water conservancy river engineering, especially
It is related to a kind of use mud filling tube bag pre- profit retention river structure and its construction method in enclosing tideland for cultivation region, suitable for project of cultivation
Enclose area's internal water system construction project.
Background technique
With coastal area rapid economic development, urban land growing tension needs to carry out in coastal waters largely to enclose tideland for cultivation work
Journey, to meet the requirement for enclosing area's flood control and drainage, the water system engineerings such as river should be arranged by enclosing in area.Traditional river formation is substantially adopted
The method excavated again with first hydraulic reclamation, but there are following both sides disadvantages for this method, are mostly on the one hand to utilize due to enclosing area
The lower barged-in fill of equal strength is dredged, soil strength is low, and water content is big, in order to accelerate land use, such as without basement process,
Channel excavation difficulty is big；Another aspect river range elder generation hydraulic reclamation excavates again, and the earthwork, which is filled out, digs that project amount is big, and engineering cost is high.
For this purpose, having found result of the above problems applicant carried out beneficial exploration and trial, will be detailed below being situated between
The technical solution to continue generates in this background.
Summary of the invention
The first technical problem to be solved by the present invention is: for it is traditional enclose to excavate after elder generation, area hydraulic reclamation form river
Method has that channel excavation difficulty is big, digging is filled out in the earthwork and foundation treatment engineering amount is big, engineering cost is high, now provides one kind
Accelerate to enclose the land development and utilization in area, reduce and enclose area's barged-in fill dosage, reduce channel excavation and basement process amount, reduction Cheng Henan
That spends, shortens the construction period and reduce engineering cost uses mud filling tube bag pre- profit retention river structure in enclosing tideland for cultivation region.
The second technical problem to be solved by the present invention is: providing the above-mentioned use mud filling tube bag of one kind in enclosing tideland for cultivation region
The construction method of pre- profit retention river structure.
Mud filling tube bag pre- profit retention river structure in enclosing tideland for cultivation region is used as first aspect present invention, comprising:
It constructs on status beach and is located at proposed river two sides as the first, second of proposed river bank slope skeleton and fill mud
Pipe bag rib body；
Protective slope structure on the river side slope of the first, second mud filling tube bag rib body is set；And
Hydraulic reclamation is on the status beach and is located at the hydraulic reclamation of the first, second mud filling tube bag rib body into the outer of Lu Bianpo
Side and the barged-in fill for forming land-based area.
In a preferred embodiment of the invention, the river side slope of the first, second mud filling tube bag rib body with
Whole slope filler is provided between protective slope structure.
In a preferred embodiment of the invention, the whole slope charges are bagged sand or rubble.
In a preferred embodiment of the invention, the protective slope structure is celluar concrete, concrete interlocking block, laid dry
One of block stone or geomembrane enveloped concrete.
In a preferred embodiment of the invention, it is high to enclose area for the crest level ratio of the first, second mud filling tube bag rib body
Water level is higher by 0.2m~0.3m.
In a preferred embodiment of the invention, the slope on the river side slope of the first, second mud filling tube bag rib body
Than according to proposed River Design, the hydraulic reclamation of the first, second mud filling tube bag rib body is 1:1~1:1.5 at the slope ratio of Lu Bianpo.
In a preferred embodiment of the invention, on the river side slope of the first, second mud filling tube bag rib body
Bottom is respectively arranged with slope protection town foot.
As second aspect of the present invention it is above-mentioned using mud filling tube bag in enclosing tideland for cultivation region pre- profit retention river structure construction
Method, comprising the following steps:
(1) before enclosing tideland for cultivation region hydraulic reclamation, it is located at proposed river two sides on status beach and is constructed respectively as proposed river
First, second mud filling tube bag rib body of bank slope skeleton；
(2) hydraulic reclamation by barged-in fill hydraulic reclamation on status beach and positioned at the first, second mud filling tube bag rib body is at Lu Bianpo
Outside so that forming land-based area on status beach of the hydraulic reclamation of the first, second mud filling tube bag rib body at the outside of Lu Bianpo；
(3) according to design altitude and Slope Design requirement, using whole slope filler to the first, second mud filling tube bag rib body
River side slope carries out whole slope；
(4) protective slope structure is constructed on the river side slope of the first, second mud filling tube bag rib body behind whole slope, and on whole slope
Slope protection town foot is arranged in the bottom on the river side slope of the first, second mud filling tube bag rib body afterwards.
In a preferred embodiment of the invention, the first, second mud filling tube bag rib body is in the outside for enclosing tideland for cultivation region
Implement to construct after the closure of corral embankment.
In a preferred embodiment of the invention, close to the hydraulic reclamation of the first, second mud filling tube bag rib body at land side
The barged-in fill on slope is that intensity is higher and the faster barged-in fill of consolidation rate.
Due to using technical solution as above, the beneficial effects of the present invention are:
1, the present invention uses bank slope skeleton of the mud filling tube bag rib body as proposed river, does not need using special measures, just
It can require according to planning and designing into slope, while mud filling tube bag rib body overall performance is good, not need to carry out basement process substantially；
2, it efficiently avoids first hydraulic reclamation within the scope of proposed river to be excavated again, greatly reduces and fill out earth excavation engineering
Amount；
3, small at river difficulty, it is fast at river speed；
4, before enclosing area's hydraulic reclamation, river is basically formed, and forms barged-in fill drainage channel, reduces drainage path, accelerates consolidation speed
Degree, can accelerate land development and utilization；
5, the present invention has good economic benefits.It is 60m with river bed width, river mouth width is 80m, bed level of the river is-
0.5m, for crest elevation of levee is 3m, the every linear meter(lin.m.) engineering cost of method for excavating into river after hydraulic reclamation again is 38000 yuan/m, and is adopted
With it is of the invention at the every linear meter(lin.m.) engineering cost of river method be 29000 yuan/m, it is big by 25% to save project cost, and mud filling tube bag
The area Leng Tiweiwei hydraulic reclamation pipeline provides operation platform, constructs more convenient.
Detailed description of the invention
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below
There is attached drawing needed in technical description to be briefly described, it should be apparent that, the accompanying drawings in the following description is only this
Some embodiments of invention for those of ordinary skill in the art without creative efforts, can be with
It obtains other drawings based on these drawings.
Fig. 1 is sectional schematic diagram of the invention.
Specific embodiment
In order to be easy to understand the technical means, the creative features, the aims and the efficiencies achieved by the present invention, tie below
Conjunction is specifically illustrating, and the present invention is further explained.
Referring to Fig. 1, what is provided in figure is use mud filling tube bag of the invention pre- profit retention river structure, packet in enclosing tideland for cultivation region
Include first, second mud filling tube bag rib body 100a, 100b, first, second whole slope filler 200a, 200b, the first, second slope protection
Structure 300a, 300b, first, second barged-in fill 400a, 400b and first, second slope protection town foot 500a, 500b.
First, second mud filling tube bag rib body 100a, 100b is constructed on status beach 10, and is located at proposed river 20
Two sides, bank slope skeleton of first, second mud filling tube bag rib body 100a, the 100b as proposed river 20.First, second fills mud pipe
Crest level 110a, 110b ratio of bag rib body 100a, 100b enclose area's high water level and are higher by 0.2m~0.3m.First, second mud filling tube bag
The slope ratio of river side slope 120a, 120b of rib body 100a, 100b are designed according to proposed river 20, and hydraulic reclamation is at Lu Bianpo
The slope ratio of 130a, 130b are 1:1~1:1.5.
First, second whole slope filler 200a, 200b is filled in first, second mud filling tube bag rib body 100a, 100b respectively
River side slope 120a, 120b on, to the river side slope 120a of first, second mud filling tube bag rib body 100a, 100b,
120b carries out whole slope, convenient for constructing for first, second protective slope structure 300a, 300b.In the present embodiment, the first, second whole slope
Filler 200a, 200b are preferably bagged sand or packed rubble.
First, second protective slope structure 300a, 300b construct the first, second mud filling tube bag rib body 100a behind whole slope,
On river side slope 120a, 120b of 100b.In the present embodiment, first, second protective slope structure 300a, 300b is preferably more
One of hole concrete, concrete interlocking block, placed rockfill or geomembrane enveloped concrete.
First, second barged-in fill 400a, 400b hydraulic reclamation is located at the first, second mud filling tube bag on status beach 10
The hydraulic reclamation of rib body 100a, 100b at Lu Bianpo 130a, 130b outside so that be located at the first, second mud filling tube bag rib body 100a,
The hydraulic reclamation of 100b is at forming land-based area on the status beach 10 in the outside of Lu Bianpo 130a, 130b.In addition, being filled close to first, second
The hydraulic reclamation of mud pipe bag rib body 100a, 100b at Lu Bianpo 130a, 130b first, second barged-in fill 400a, 400b be intensity compared with
The high and faster barged-in fill of consolidation rate.
First, second slope protection town foot 500a, 500b construct the first, second mud filling tube bag rib body 100a behind whole slope,
The bottom of river side slope 120a, 120b of 100b, so that entire protective slope structure is more firm.
Construction method using mud filling tube bag pre- profit retention river structure in enclosing tideland for cultivation region of the invention, including following step
It is rapid:
(1) upper in status beach 10 after the outside corral embankment for enclosing tideland for cultivation region closes up and before enclosing tideland for cultivation region hydraulic reclamation
First, second mud filling tube bag rib body 100a, 100b as proposed river bank slope skeleton is constructed respectively in proposed 20 two sides of river；
(2) mud pipe is filled by first, second barged-in fill 400a, 400b hydraulic reclamation on status beach 10 and positioned at first, second
The hydraulic reclamation of bag rib body 100a, 100b at Lu Bianpo 130a, 130b outside so that the first, second mud filling tube bag rib body 100a,
The hydraulic reclamation of 100b is at forming land-based area on the status beach in the outside of Lu Bianpo 130a, 130b；
(3) according to design altitude and Slope Design requirement, using first, second whole slope filler 200a, 200b to the
One, river side slope 120a, 120b of second mud filling tube bag rib body 100a, 100b carries out whole slope；
(4) structure on river side slope 120a, 120b of first, second mud filling tube bag rib body 100a, 100b behind whole slope
First, second protective slope structure 300a, 300b is built, and the river of first, second mud filling tube bag rib body 100a, 100b behind whole slope
First, second slope protection town foot 500a, 500b is arranged in the bottom of side slope 120a, 120b.
The above shows and describes the basic principles and main features of the present invention and the advantages of the present invention.The technology of the industry
Personnel are it should be appreciated that the present invention is not limited to the above embodiments, and the above embodiments and description only describe this
The principle of invention, without departing from the spirit and scope of the present invention, various changes and improvements may be made to the invention, these changes
Change and improvement all fall within the protetion scope of the claimed invention.The claimed scope of the invention by appended claims and its
Equivalent thereof.
Claims (6)
1. using mud filling tube bag pre- profit retention river structure in enclosing tideland for cultivation region characterized by comprising
It constructs first, second on status beach and positioned at proposed river two sides and as proposed river bank slope skeleton and fills mud pipe
Bag rib body；
Protective slope structure on the river side slope of the first, second mud filling tube bag rib body is set, and the protective slope structure is more
One of hole concrete, placed rockfill or geomembrane enveloped concrete；And
Hydraulic reclamation on the status beach and be located at the first, second mud filling tube bag rib body hydraulic reclamation at Lu Bianpo outside simultaneously
Form the barged-in fill of land-based area；
Whole slope filler is provided between the river side slope and protective slope structure of the first, second mud filling tube bag rib body；
Slope protection town foot is respectively arranged in the bottom on the river side slope of the first, second mud filling tube bag rib body；
The construction method of the pre- retained river structure, comprising the following steps:
(1) before enclosing tideland for cultivation region hydraulic reclamation, it is located at proposed river two sides on status beach and is constructed respectively as proposed river bank slope
First, second mud filling tube bag rib body of skeleton；
(2) hydraulic reclamation by barged-in fill hydraulic reclamation on status beach and positioned at the first, second mud filling tube bag rib body is at the outer of Lu Bianpo
Side, so that forming land-based area on status beach of the hydraulic reclamation of the first, second mud filling tube bag rib body at the outside of Lu Bianpo；
(3) according to design altitude and Slope Design requirement, using whole slope filler to the river of the first, second mud filling tube bag rib body
Side slope carries out whole slope；
(4) protective slope structure is constructed on the river side slope of the first, second mud filling tube bag rib body behind whole slope, and behind whole slope
Slope protection town foot is arranged in the bottom on the river side slope of the first, second mud filling tube bag rib body.
2. using mud filling tube bag pre- profit retention river structure in enclosing tideland for cultivation region as described in claim 1, which is characterized in that described
Whole slope charges are bagged sand or rubble.
3. using mud filling tube bag pre- profit retention river structure in enclosing tideland for cultivation region as described in claim 1, which is characterized in that described
The crest level ratio of first, second mud filling tube bag rib body encloses area's high water level and is higher by 0.2m~0.3m.
4. using mud filling tube bag pre- profit retention river structure in enclosing tideland for cultivation region as described in claim 1, which is characterized in that described
The slope ratio on the river side slope of the first, second mud filling tube bag rib body is according to proposed River Design, first, second mud filling tube bag
The hydraulic reclamation of rib body is 1:1~1:1.5 at the slope ratio of Lu Bianpo.
5. using mud filling tube bag pre- profit retention river structure in enclosing tideland for cultivation region as described in claim 1, which is characterized in that described
First, second mud filling tube bag rib body is implemented to construct after the outside corral embankment for enclosing tideland for cultivation region closes up.
6. using mud filling tube bag pre- profit retention river structure in enclosing tideland for cultivation region as described in claim 1, which is characterized in that close
The hydraulic reclamation of the first, second mud filling tube bag rib body is that intensity is higher and the faster hydraulic reclamation of consolidation rate at the barged-in fill of Lu Bianpo
Soil.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201610452845.3A CN105951667B (en) | 2016-06-21 | 2016-06-21 | Using mud filling tube bag in enclosing tideland for cultivation region pre- profit retention river structure |
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| CN201610452845.3A CN105951667B (en) | 2016-06-21 | 2016-06-21 | Using mud filling tube bag in enclosing tideland for cultivation region pre- profit retention river structure |
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| CN105951667B true CN105951667B (en) | 2019-06-25 |
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Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106869149B (en) * | 2017-01-12 | 2019-05-07 | 中交天航南方交通建设有限公司 | A kind of debris dam water storage filling construction method for geotextile tube bag |
| CN107190709B (en) * | 2017-04-14 | 2020-08-11 | 上海市水利工程设计研究院有限公司 | Method for building river channel in newly dredged soil reclamation land-enclosed area |
| CN110016885A (en) * | 2019-05-07 | 2019-07-16 | 中交上海航道勘察设计研究院有限公司 | It is a kind of to reserve the bank protection structure and its construction method for forming man-made lake for hydraulic reclamation area |
| CN112962525B (en) * | 2021-02-23 | 2022-04-22 | 江苏筑港建设集团有限公司 | Dredged soil filling and diking structure and filling bag diking method thereof |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS59114316A (en) * | 1982-12-20 | 1984-07-02 | Dynic Corp | Reclamation material and its work |
| JPH09165731A (en) * | 1995-12-18 | 1997-06-24 | Taiyo Kogyo Kk | Sand protection sheet for reclamation |
| CN1793516A (en) * | 2005-12-31 | 2006-06-28 | 清华大学 | Mould bag line curtain and method for preventing falldown of river bank |
| CN102839630A (en) * | 2012-09-21 | 2012-12-26 | 中交上航局航道建设有限公司 | Construction method for embankment by using mucky soil filling bags |
| CN103993577A (en) * | 2014-03-06 | 2014-08-20 | 中交天津港湾工程研究院有限公司 | Technology of rapidly constructing cofferdam by large mud-filled bags combined with sand-filled bags on soft soil foundation |
| CN205875075U (en) * | 2016-06-21 | 2017-01-11 | 上海市水利工程设计研究院有限公司 | Adopt mud -filled bag to reserve into river course structure in enclosing and cultivating region |
-
2016
- 2016-06-21 CN CN201610452845.3A patent/CN105951667B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS59114316A (en) * | 1982-12-20 | 1984-07-02 | Dynic Corp | Reclamation material and its work |
| JPH09165731A (en) * | 1995-12-18 | 1997-06-24 | Taiyo Kogyo Kk | Sand protection sheet for reclamation |
| CN1793516A (en) * | 2005-12-31 | 2006-06-28 | 清华大学 | Mould bag line curtain and method for preventing falldown of river bank |
| CN102839630A (en) * | 2012-09-21 | 2012-12-26 | 中交上航局航道建设有限公司 | Construction method for embankment by using mucky soil filling bags |
| CN103993577A (en) * | 2014-03-06 | 2014-08-20 | 中交天津港湾工程研究院有限公司 | Technology of rapidly constructing cofferdam by large mud-filled bags combined with sand-filled bags on soft soil foundation |
| CN205875075U (en) * | 2016-06-21 | 2017-01-11 | 上海市水利工程设计研究院有限公司 | Adopt mud -filled bag to reserve into river course structure in enclosing and cultivating region |
Non-Patent Citations (2)
| Title |
|---|
| BIM技术在龙泉港圈围工程龙口合龙中的应用;朱广安等;《上海水务》;20160615;第32卷(第2期);第48-52页、第44页 |
| 深水围堤吹填模袋创新技术初探;唐金忠;《上海水务》;20140915;第30卷(第3期);第8-12页 |
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