CN203755290U - Coastal region sludge treatment structure - Google Patents

Coastal region sludge treatment structure Download PDF

Info

Publication number
CN203755290U
CN203755290U CN201320896081.9U CN201320896081U CN203755290U CN 203755290 U CN203755290 U CN 203755290U CN 201320896081 U CN201320896081 U CN 201320896081U CN 203755290 U CN203755290 U CN 203755290U
Authority
CN
China
Prior art keywords
treatment structure
sludge treatment
coastal region
silt soil
ropes
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.)
Expired - Fee Related
Application number
CN201320896081.9U
Other languages
Chinese (zh)
Inventor
徐先华
吴雪梁
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.)
Continental Transportation Construction Group Co., Ltd.
Original Assignee
ZHEJIANG XIAOFENG CONSTRUCTION GROUP Co Ltd
ZHEJIANG HANGZHOU BAY CONSTRUCTION GROUP CO 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 ZHEJIANG XIAOFENG CONSTRUCTION GROUP Co Ltd, ZHEJIANG HANGZHOU BAY CONSTRUCTION GROUP CO Ltd filed Critical ZHEJIANG XIAOFENG CONSTRUCTION GROUP Co Ltd
Priority to CN201320896081.9U priority Critical patent/CN203755290U/en
Application granted granted Critical
Publication of CN203755290U publication Critical patent/CN203755290U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Treatment Of Sludge (AREA)

Abstract

The utility model relates to a soft foundation treatment structure, in particular to a coastal region sludge treatment structure. According to the coastal region sludge treatment structure, woven cloth is paved on a boundary region between land and mud soil and is connected with a plurality of ropes, the ropes are connected to a pulley block respectively, the pulley block is connected with a derrick fixing device and is fixed to a partition curtain, steel plates are inserted into the periphery of the partition curtain, and plastic films are inserted into the inner sides of the steel plates. The coastal region sludge treatment structure has the characteristics of reasonable design, low construction cost, prevention of the blockage of drainage channels, high stability and the like.

Description

Coastal area silt soil is processed structure
Technical field
The utility model relates to a kind of Soft Ground structure, especially relates to a kind of coastal area silt soil and processes structure.
Background technology
Coastal area reclamation engineering rises, and blowing-filling sludge is widely used as the filler of reclaiming land around sea.The shallow top layer silt soil of new hydraulic reclamation, moisture content is high, and many places are in flow regime, substantially without intensity and bearing capacity, very big to various construction machinery constructional difficulties, cannot meet the requirement that conventional vacuum method is laid sand cushion, set plastic draining board.Therefore,, before conventional treatment of soft foundation, need first shallow top layer silt soil to be processed.
Summary of the invention
The utility model is mainly for the existing complex structure of prior art, construction cost is higher, easily stop up drainage channel, the technical problem of less stable etc., provide a kind of simple in structure, construction cost is lower, is difficult for stopping up drainage channel, and the good coastal area of stability silt soil is processed structure.
Above-mentioned technical problem of the present utility model is mainly solved by following technical proposals: coastal area silt soil is processed structure, border region land, silt soil that weaver's cloth is laid on, on weaver's cloth, be connected with some ropes, rope is connected on assembly pulley, assembly pulley is connected with derrick fastening devices and is fixed on to be separated on dimension curtain, separate dimension curtain surrounding and plug steel plate, steel plate inner side is inserted with plastic sheeting.Steel plate can prevent because mud outside the excessive stabilization zone of relative settlement pours in stabilization zone, and plastic sheeting can form again a retaining cofferdam for sealing relatively.
As preferably, separate dimension curtain and tied up into side by side by two cylindric plastic foams, on plastic foam, be covered with plank.
Therefore, the utlity model has the features such as design is more reasonable, and construction cost is lower, is difficult for stopping up drainage channel, and stability is better.
Brief description of the drawings
Accompanying drawing 1 is overall structure schematic diagram of the present utility model.
Detailed description of the invention
Below by embodiment, and by reference to the accompanying drawings, the technical solution of the utility model is described in further detail.
Embodiment 1: coastal area silt soil is processed structure, border region land, silt soil that weaver's cloth 1 is laid on, on weaver's cloth 1, be connected with some ropes 2, rope 2 is connected on assembly pulley 3, assembly pulley 3 is connected with derrick fastening devices 4 and is fixed on to be separated on dimension curtain 5, separate dimension curtain 5 surroundings and plug steel plate 6, steel plate 6 inner sides are inserted with plastic sheeting 7.Separate dimension curtain 5 and tied up into side by side by two cylindric plastic foams 8, on plastic foam 8, be covered with plank 9 (as shown in Figure 1).

Claims (2)

1. a coastal area silt soil is processed structure, border region land, silt soil that weaver's cloth is laid on, it is characterized in that being connected with on described weaver's cloth (1) some ropes (2), rope (2) is connected on assembly pulley (3), assembly pulley (3) is connected with derrick fastening devices (4) and is fixed on to be separated on dimension curtain (5), separate dimension curtain (5) surrounding and plug steel plate (6), steel plate (6) inner side is inserted with plastic sheeting (7).
2. coastal area according to claim 1 silt soil is processed structure, it is characterized in that described separation dimension curtain (5) tied up into side by side by two cylindric plastic foams (8), on plastic foam (8), be covered with plank (9).
CN201320896081.9U 2013-12-30 2013-12-30 Coastal region sludge treatment structure Expired - Fee Related CN203755290U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320896081.9U CN203755290U (en) 2013-12-30 2013-12-30 Coastal region sludge treatment structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320896081.9U CN203755290U (en) 2013-12-30 2013-12-30 Coastal region sludge treatment structure

Publications (1)

Publication Number Publication Date
CN203755290U true CN203755290U (en) 2014-08-06

Family

ID=51250586

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201320896081.9U Expired - Fee Related CN203755290U (en) 2013-12-30 2013-12-30 Coastal region sludge treatment structure

Country Status (1)

Country Link
CN (1) CN203755290U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104532817A (en) * 2014-11-19 2015-04-22 上海海事大学 Site mixing and blow-filling method of solidified dredged mud

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104532817A (en) * 2014-11-19 2015-04-22 上海海事大学 Site mixing and blow-filling method of solidified dredged mud

Similar Documents

Publication Publication Date Title
CN104120710B (en) A kind of highway on soft ground method of vacuum pre-pressed joint serous fluid of dredger fill
CN102127908A (en) Method for quickly reinforcing ultra-soft soil foundation by using bagged sand cushion
CN203530996U (en) Multi-well-point combined type precipitation facility
CN104775415A (en) Working platform for rapidly reinforcing hydraulic reclamation super-soft soil foundation and construction method
KR20150047172A (en) The water permeable block with rain water storage and comstruction method using it
CN203729306U (en) Anti-slide pile and soil retaining plate supporting structure
CN204139159U (en) Side slope deep layer gutter
CN204370372U (en) The ecological bank protection device of junked tire resistance to erosion
CN102787608B (en) Gravity type foundation pit supporting system under vacuum effect and construction method
SG173008A1 (en) Presetting type high vacuum compact method for treating soft ground
CN102787606B (en) Guard method to surrounding environment in a kind of excavation of foundation pit Precipitation Process
CN104264559A (en) Vacuum preloading roadbed processing device and vacuum preloading roadbed construction method
CN203924082U (en) Anti-floating of underground building structure
CN202595725U (en) Water discharge structure for vacuum preloading soft soil foundation treatment
CN105201024B (en) Refuse landfill HDPE film rain dirt separation panel water channel
CN203755290U (en) Coastal region sludge treatment structure
CN202131607U (en) Pole tower and bracket foundation for collapsed loess region
CN102787611A (en) Precipitation method for excavation of foundation pit at collapsible loess region
CN203821570U (en) Sump
CN203978442U (en) A kind of public iron is built submerged tunnel jointly
CN103669419B (en) The syndeton of red mud dump antiseepage film and concrete column and construction method
JP2012255250A (en) Rainwater disposal facility
CN202658595U (en) Vacuum vertical drainage device
CN105735240B (en) A kind of vertical three-dimensional drainage arrangement reinforced for blowing-filling sludge and application method
CN101130953A (en) Deep vacuum vibration processing method for soft ground base

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
ASS Succession or assignment of patent right

Owner name: YAN JIANZHONG

Free format text: FORMER OWNER: ZHEJIANG HANGZHOU BAY CONSTRUCTION GROUP CO., LTD.

Effective date: 20141231

Owner name: YAN GUOZHONG ZHANG QIN

Free format text: FORMER OWNER: ZHEJIANG XIAOFENG CONSTRUCTION GROUP CO., LTD.

Effective date: 20141231

C41 Transfer of patent application or patent right or utility model
COR Change of bibliographic data

Free format text: CORRECT: ADDRESS; FROM: 310021 HANGZHOU, ZHEJIANG PROVINCE TO: 314031 JIAXING, ZHEJIANG PROVINCE

TR01 Transfer of patent right

Effective date of registration: 20141231

Address after: Xiuzhou District of Jiaxing City, Zhejiang Province, 314031 high street Gao Qiao Cun Hongyun West No. 2

Patentee after: Yan Jianzhong

Patentee after: Yan Guozhong

Patentee after: Zhang Qin

Address before: 310021 No. 238 Airport Road, Hangzhou, Zhejiang, Jianggan District

Patentee before: ZHEJIANG HANGZHOU BAY CONSTRUCTION GROUP CO., LTD.

Patentee before: ZHEJIANG XIAOFENG CONSTRUCTION GROUP CO., LTD.

ASS Succession or assignment of patent right

Free format text: FORMER OWNER: YAN GUOZHONG ZHANG QIN

Effective date: 20150113

Owner name: DALU TRANSPORTATION CONSTRUCTION GROUP CO., LTD.

Free format text: FORMER OWNER: YAN JIANZHONG

Effective date: 20150113

C41 Transfer of patent application or patent right or utility model
COR Change of bibliographic data

Free format text: CORRECT: ADDRESS; FROM: 314031 JIAXING, ZHEJIANG PROVINCE TO: 314004 JIAXING, ZHEJIANG PROVINCE

TR01 Transfer of patent right

Effective date of registration: 20150113

Address after: 314004, Jiaxing City, Zhejiang province Nanhu District Bridge Town (Shanghai Hangzhou high speed Jiaxing east original toll station)

Patentee after: Continental Transportation Construction Group Co., Ltd.

Address before: Xiuzhou District of Jiaxing City, Zhejiang Province, 314031 high street Gao Qiao Cun Hongyun West No. 2

Patentee before: Yan Jianzhong

Patentee before: Yan Guozhong

Patentee before: Zhang Qin

CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20140806

Termination date: 20141230

EXPY Termination of patent right or utility model