CN208763033U - Fill sand geotextile tube sack cofferdam - Google Patents

Fill sand geotextile tube sack cofferdam Download PDF

Info

Publication number
CN208763033U
CN208763033U CN201821217862.XU CN201821217862U CN208763033U CN 208763033 U CN208763033 U CN 208763033U CN 201821217862 U CN201821217862 U CN 201821217862U CN 208763033 U CN208763033 U CN 208763033U
Authority
CN
China
Prior art keywords
sand
cofferdam
geotextile tube
filling
geotextile
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.)
Active
Application number
CN201821217862.XU
Other languages
Chinese (zh)
Inventor
杨承奂
张志鹏
蔡建国
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
PowerChina Huadong Engineering Corp Ltd
Original Assignee
PowerChina Huadong Engineering Corp Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by PowerChina Huadong Engineering Corp Ltd filed Critical PowerChina Huadong Engineering Corp Ltd
Priority to CN201821217862.XU priority Critical patent/CN208763033U/en
Application granted granted Critical
Publication of CN208763033U publication Critical patent/CN208763033U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Revetment (AREA)

Abstract

The utility model relates to one kind to fill sand geotextile tube sack cofferdam.That the purpose of the utility model is to provide a kind of structures is simple, easy for construction, cost is relatively low, safe and reliable fills sand geotextile tube sack cofferdam.The technical solution of the utility model is: one kind filling sand geotextile tube sack cofferdam, it is characterized by: being equipped with one layer of TGXG in river bed, the slope surface for filling sand geotextile tube bag formation cofferdam two sides is stacked in TGXG, the region between sand geotextile tube bag of filling of two sides is filled with and fills out heart sand, the slope surface to be formed setting pneumatically placed concrete mask is stacked filling sand geotextile tube bag, is equipped with weir crest pavement structure at the top of the cofferdam.The utility model is suitable for the construction cofferdam in coastal or sand soil distribution more regions river.

Description

Fill sand geotextile tube sack cofferdam
Technical field
The utility model relates to one kind to fill sand geotextile tube sack cofferdam.More regions river is distributed suitable for coastal or sand soil Construction cofferdam.
Background technique
With the continuous development of China's economic society, large, medium and small type hydraulic engineerings large quantities of in recent years go into operation successively, In a large amount of Water-related Project need to carry out construction diversion.Currently used diversion cofferdam form have earth rock cofferdam, concrete cofferdam, Steel sheet-pile cofferdam etc., but that there are project scales is big, the construction time is long for part, without material source the problems such as, cannot fully meet at this stage The requirement that the engineering construction time is short, construction investment is small.
Summary of the invention
Technical problem to be solved by the utility model is: in view of the above problems, provide that a kind of structure is simple, construction It is convenient, cost is relatively low, safe and reliable fills sand geotextile tube sack cofferdam.
The technical scheme adopted by the utility model is one kind fills sand geotextile tube sack cofferdam, it is characterised in that: spread in river bed Equipped with one layer of TGXG, the slope surface for filling sand geotextile tube bag formation cofferdam two sides is stacked in TGXG, sand work is filled in two sides Region, which is filled with, between pipe bag fills out heart sand, stacks the slope surface to be formed setting pneumatically placed concrete mask, the cofferdam filling sand geotextile tube bag Top is equipped with weir crest pavement structure.
Impervious body is equipped with along its axis inside the cofferdam.
The impervious body is clay core core-wall or the antiseepage knot made of steel sheet pile, high-pressure rotary jet grouting pile, cement mixing pile Structure.
The sand geotextile tube bag that fills is that cofferdam is intended to river bed sand outside boundary of works area certain distance to draw after-blow filling braiding It is formed in the pipe bag that geotextiles are sewn into.
The beneficial effects of the utility model are: cofferdam is mainly by filling sand geotextile tube bag and filling out heart sand group in the utility model At structure is simple, and speed of application is fast, stable structure, and security reliability is good.The utility model can increase various antiseepages as needed Body enhances cofferdam entirety impervious body.Geo-tube filling material is gathered materials on the spot in the utility model, and when dismounting can dispel on the spot or resource Change and utilize, does not generate engineering waste.
Detailed description of the invention
Fig. 1 is the plan view of embodiment.
Fig. 2 is the sectional view in cofferdam in embodiment.
Specific embodiment
As shown in Figure 1, sand geotextile tube sack cofferdam is filled in setting around permanent building 2, the two of sand geotextile tube sack cofferdam are filled End is connected into bank slope 1, this fills the width of sand geotextile tube sack cofferdam generally between 4.0m~10.0m.
As shown in Fig. 2, filling sand geotextile tube sack cofferdam in the present embodiment mainly by filling sand geotextile tube bag 4, filling out heart sand 5, geotechnique The composition such as grid 6, weir crest pavement structure 7, pneumatically placed concrete slope protection 8, impervious body 9.It is equipped with one layer of TGXG 6 in river bed, soil It is stacked on work grid 6 and fills sand geotextile tube bag 4 to form the slope surface of 3 two sides of cofferdam, fill region between sand geotextile tube bag 4 in two sides Heart sand 5 is filled out, cofferdam main body is formed.Pneumatically placed concrete mask 8, the cofferdam body top is arranged in slope surface in cofferdam main body two sides Weir crest pavement structure 7 is set.
For the whole barrier performance in enhancing cofferdam 3, clay core core-wall is set in the middle part of cofferdam 3 or squeezes into steel sheet pile, high pressure The impervious bodies such as rotary churning pile, cement mixing pile.
River bed sand is drawn using cutter suction dredger outside 2 sideline a certain range of permanent building in the present embodiment, is blown It inserts in pipe bag made of braided geotextile sewing, is made and fills sand geotextile tube bag 4.
The concrete construction method of the present embodiment is as follows:
It before construction, first carries out removing obstacles within the scope of laying, prevents pipe bag from puncturing, be then first laid with one layer of TGXG in river bed 6, play the role of enhancing skid resistance.
When construction, in the both ends GPS positioning of quasi- laying work area, it is fixed that steel-pipe pile is manually then carried out using floating drum or canoe Position, and four Bian Lahuan, are connected using hawser with steel-pipe pile, artificial dilatory, and pipe bag is dragged in laying work area, then passes through receipts again Anchor line is put, pipe bag position is adjusted, until meeting design requirement.When 3 section of cofferdam is larger, can after being laid with 1~2 layer of logical bag, two Side uses river bed sand filled geotube, is made and fills sand geotextile tube bag 4, the intermediate hydraulic reclamation in cofferdam 3 fills out heart sand 5.
After the completion of cofferdam main body is filled, the draining of certain time need to be passed through, secreted naturally due to gravity out to water in pipe bag Moisture, after cofferdam structure is basicly stable, the weir crest pavement structure 7 that can construct, pneumatically placed concrete slope protection 8, impervious body 9 etc..

Claims (4)

1. one kind fills sand geotextile tube sack cofferdam, it is characterised in that: be equipped with one layer of TGXG (6), TGXG (6) in river bed Upper stacking fills the slope surface that sand geotextile tube bag (4) forms cofferdam (3) two sides, and the region between sand geotextile tube bag (4) of filling of two sides fills Heart sand (5) are filled out, slope surface setting pneumatically placed concrete mask (8) formed is stacked filling sand geotextile tube bag (4), is equipped at the top of the cofferdam Weir crest pavement structure (7).
2. according to claim 1 fill sand geotextile tube sack cofferdam, it is characterised in that: be equipped with and prevent along its axis inside the cofferdam It seeps body (9).
3. according to claim 2 fill sand geotextile tube sack cofferdam, it is characterised in that: the impervious body (9) is clay core Core-wall or the leakage preventing structure made of steel sheet pile, high-pressure rotary jet grouting pile, cement mixing pile.
4. according to claim 1 fill sand geotextile tube sack cofferdam, it is characterised in that: described to fill sand geotextile tube bag (4) to incite somebody to action Intend being formed in the pipe bag that the outer river bed sand absorption after-blow filling braided geotextile of boundary of works area certain distance is sewn into cofferdam (3).
CN201821217862.XU 2018-07-30 2018-07-30 Fill sand geotextile tube sack cofferdam Active CN208763033U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821217862.XU CN208763033U (en) 2018-07-30 2018-07-30 Fill sand geotextile tube sack cofferdam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821217862.XU CN208763033U (en) 2018-07-30 2018-07-30 Fill sand geotextile tube sack cofferdam

Publications (1)

Publication Number Publication Date
CN208763033U true CN208763033U (en) 2019-04-19

Family

ID=66130073

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201821217862.XU Active CN208763033U (en) 2018-07-30 2018-07-30 Fill sand geotextile tube sack cofferdam

Country Status (1)

Country Link
CN (1) CN208763033U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111997075A (en) * 2020-08-13 2020-11-27 盐城工学院 Cofferdam seepage prevention method taking soil with good water permeability as filler
CN112211211A (en) * 2020-10-19 2021-01-12 湖州三通水利建设有限公司 Method for bagging sandy soil to build cofferdam and cofferdam built by method
CN115354680A (en) * 2022-09-09 2022-11-18 中国水利水电第六工程局有限公司 Large river channel inner framework clay core wall type cofferdam construction method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111997075A (en) * 2020-08-13 2020-11-27 盐城工学院 Cofferdam seepage prevention method taking soil with good water permeability as filler
CN112211211A (en) * 2020-10-19 2021-01-12 湖州三通水利建设有限公司 Method for bagging sandy soil to build cofferdam and cofferdam built by method
CN115354680A (en) * 2022-09-09 2022-11-18 中国水利水电第六工程局有限公司 Large river channel inner framework clay core wall type cofferdam construction method

Similar Documents

Publication Publication Date Title
CN104131575B (en) A kind of karst height grows the leak stopping water discharge method of the stratum dam foundation
CN208763033U (en) Fill sand geotextile tube sack cofferdam
CN203668885U (en) Novel hydraulic reclamation mould bag
CN102966072B (en) Construction method for treating widened and heightened engineering joint surfaces of dikes on soft clay foundation
CN103696416B (en) A kind of method for processing foundation
CN110080166B (en) Geotextile bag dam reinforcing method
CN101289852A (en) Construction process of water foundation ditch rotary churning pile water stopping curtain
CN107119624A (en) The countermeasure system and implementation of large-scale Dumping Sites in a kind of debris flow gully
CN112343003A (en) Reinforcing and seepage-proofing treatment method for ultra-shallow soil covering of river bed in tunnel underpass river construction
CN114718012B (en) Composite dyke body ecological sea wall structure on soft soil foundation and construction method thereof
CN107100130A (en) Subgrade protection system and implementation in a kind of debris flow gully
CN207469269U (en) A kind of hydraulic engineering High strength geogrid structure class ecological revetment
CN105951667B (en) Using mud filling tube bag in enclosing tideland for cultivation region pre- profit retention river structure
CN107419628A (en) A kind of construction method of the rapid build road on reclaimed ground
CN214783609U (en) Domatic seepage prevention structure of retaining type road bed that soaks
CN107761668B (en) Coastal shore reservoir land-building type revetment structure and construction method thereof
CN203007961U (en) Gabion cofferdam structure
CN106761914B (en) A kind of routed water water damage prevention and controls of shallow buried coal seam mine raceway groove flood
CN105839653B (en) A kind of immersed tube tunnel rebuilds the construction method of seepage prevention of cofferdam system
CN208266797U (en) Ecological embankment for stabilizing river bank slope
CN206916686U (en) A kind of subgrade protection system in debris flow gully
CN216194838U (en) Expansive soil slope flexible ecological supporting system with waterproof and drainage functions
CN213625535U (en) Foundation structure of airport non-stop navigation area
CN104947630B (en) For the mistake adfluxion slag weir of Hydraulic and Hydro-Power Engineering and its construction method
CN210658236U (en) Slag stacking structure

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant