CN105735240B - A kind of vertical three-dimensional drainage arrangement reinforced for blowing-filling sludge and application method - Google Patents
A kind of vertical three-dimensional drainage arrangement reinforced for blowing-filling sludge and application method Download PDFInfo
- Publication number
- CN105735240B CN105735240B CN201610195510.8A CN201610195510A CN105735240B CN 105735240 B CN105735240 B CN 105735240B CN 201610195510 A CN201610195510 A CN 201610195510A CN 105735240 B CN105735240 B CN 105735240B
- Authority
- CN
- China
- Prior art keywords
- pvc pipe
- vertical
- blowing
- filter membrane
- drainage arrangement
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/10—Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Agronomy & Crop Science (AREA)
- Environmental & Geological Engineering (AREA)
- Soil Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Treatment Of Sludge (AREA)
Abstract
The invention discloses a kind of vertical three-dimensional drainage arrangement reinforced for blowing-filling sludge and application method, including filter membrane, pvc pipe and four-way, it is characterized in that, the pvc pipe is provided with hole, the filter membrane is enclosed on pvc pipe, the pvc pipe that several are cased with to filter membrane is connected to design length by the major joint up and down of four-way several described, and the left and right branch joint of the four-way also connects the pvc pipe for being cased with filter membrane.Advantage：1）Vacuum load is effectively transmitted into mud, further shortens drainage distance, accelerates the consolidation of the soil body, effectively shorten the duration；2）By the way of drain bar is manually set, it is not necessary to sand bedding course is laid in advance, it is especially fine in sand source area in short supply, the method effect；3）Vertical drainage device can be reused, and reduce cost.
Description
Technical field
The present invention relates to a kind of vertical three-dimensional drainage arrangement reinforced for blowing-filling sludge and application method, belongs to hydraulic reclamation silt
The reinforcement technique field of mud.
Background technology
With China coast rapid development of economy, construction land day is becoming tight, and coastal, riparian area navigation channel cleaning
Caused mud can not usually be handled, and based on this, the reclamation by pumping filling of large area turns into the important method for solving problem above.So
And the mud of hydraulic reclamation has moisture content height recently（200% can usually be reached）, the features such as void ratio is big, low intensity, if conducting oneself with dignity
Consolidation forms certain intensity under stress, then needs the time of 1 to 2 years, this will have a strong impact on the duration, it is therefore necessary to which it is carried out
Processing.
The method of generally use is vacuum preloading, the processing for the place after hydraulic reclamation, is substantially the height of use
The method that position vacuumizes, vacuum load can not be efficiently transferred in mud.
The content of the invention
The technical problems to be solved by the invention are the defects of overcoming prior art, there is provided one kind is used for blowing-filling sludge and reinforced
Vertical three-dimensional drainage arrangement and application method.
In order to solve the above technical problems, the present invention provides a kind of vertical three-dimensional drainage arrangement reinforced for blowing-filling sludge,
Including filter membrane, pvc pipe and four-way, it is characterized in that, the pvc pipe is provided with hole, and the filter membrane is enclosed on pvc pipe, will be some
The individual pvc pipe for being cased with filter membrane is connected to design length by the major joint up and down of four-way several described, the four-way
Left and right branch joint also connects the pvc pipe for being cased with filter membrane.
Further, the angle of the four-way is 45 degree.
Further, the pvc pipe both ends are provided with joint and are used to connect four-way.
Further, the length given according to design is reserved positioned at the filter membrane topmost on a section pvc pipe, so both
The entire length of described device can be neatly adjusted, and be easy to the overlap joint with top supervisor, chimney filter；The section PVC of bottom one
Pipe is provided with bottom.
Further, the pvc pipe connected on described four-way or so branch joint is provided with lid.
Further, the filter membrane is fixed on pvc pipe by nylon cable tie.
Further, a kind of application method for the vertical three-dimensional drainage arrangement reinforced for blowing-filling sludge, it is characterized in that, bag
Include following steps：
（1）Cofferdam is built, digs press mold ditch, blowing-filling sludge to designed elevation；
（2）To make vertical three-dimensional drainage arrangement workmen normal construction, first layer woven bag is laid, workmen station exists
Vertical three-dimensional drainage arrangement is manually inserted on woven bag, filter membrane exposes more than blowing-filling sludge layer upper surface 20cm, and with being responsible for, filtering
Pipe is connected；If standing the constructional difficulties on woven bag, pontoon can be borrowed and plug vertical three-dimensional drainage arrangement；
（3）Monitoring instrument is installed according to design given position；
（4）Second layer woven bag is laid, lays two layers of diaphragm seal, and mould is entered into press mold ditch, installation vavuum pump vacuumizes；
（5）Because blowing-filling sludge intensity is weaker, vacuumized by the way of turn on pump rate is stepped up, some strength to be generated
Full-load run afterwards；
（6）When the degree of consolidation of design is evacuated down to, stop vacuumizing, remove pumped vacuum systems, reclaim vertical vertical
Body drainage arrangement skeleton.
The beneficial effect that the present invention is reached：
1）Vacuum load is effectively transmitted into mud, further shortens drainage distance, accelerates the consolidation of the soil body,
Effectively shorten the duration；2）By the way of drain bar is manually set, it is not necessary to sand bedding course is laid in advance, it is especially in short supply in sand source
Area, the method effect is fine；3）Vertical drainage device can be reused, and reduce cost.
Brief description of the drawings
Fig. 1 is the structural representation of vertical three-dimensional drainage arrangement of the invention；
Fig. 2 is that vertical three-dimensional drainage arrangement reinforces blowing-filling sludge schematic diagram.
1 in figure it is nylon cable tie, 2 be filter membrane, 3 be joint, 4 be pvc pipe, 5 be hole, 6 be four-way, 7 is bottom, 8
It is lid, 9 be mud, 10 be first layer woven bag, 11 be supervisor, 12 be second layer woven bag, 13 is two layers of diaphragm seal, 14
Be filter membrane with the tie point of supervisor, 15 it is chimney filter, 16 be vavuum pump, 17 be press mold ditch, 18 be gutter, 19 is vertical three-dimensional arrange
Water installations, 20 be original ground, 21 be cofferdam.
Embodiment
The invention will be further described below in conjunction with the accompanying drawings.Following examples are only used for clearly illustrating the present invention
Technical scheme, and can not be limited the scope of the invention with this.
As shown in figure 1, the assembling of vertical three-dimensional drainage arrangement
（1）According to the pvc pipe 4 of site condition and hydraulic reclamation depth design with hole 5.For different hydraulic reclamation thickness, erect
It can be adjusted to the total length of three-dimensional drainage arrangement by changing the length of the filter membrane 2 of a section topmost；
（2）To the customized pvc pipe 4 with hole 5 of manufacturer, filter membrane 2, nylon cable tie 1, four-way 6, joint 3, bottom 7, lid
Son 8；
（3）The filter membrane 2 of certain length is enclosed on pvc pipe 4, filter membrane 2 is fixed on pvc pipe 4 with nylon cable tie 1；
（4）Above-mentioned component is mounted on four-way 6 by joint 3；
（5）The like, the length of the vertical drainage device until being assembled into design；
（6）Saved for topmost one, filter membrane 2 need to reserve the given length of design；The section of bottom one need to install bottom 7；Four
The branch pipe on logical effect both sides need to install lid 8.
As shown in Fig. 2 use and the recycling step of vertical three-dimensional drainage arrangement
（1）Cofferdam 21 is built, digs press mold ditch 17, blowing-filling sludge to designed elevation；
（2）To make vertical three-dimensional drainage arrangement workmen normal construction, laying first layer woven bag 10, workmen station
Be manually inserted vertical three-dimensional drainage arrangement on first layer woven bag 10, the upper surface 20cm of 2 exposure blowing-filling sludge layer of filter membrane 9 with
On, and be connected with supervisor 11, chimney filter 15；If standing the constructional difficulties on first layer woven bag 10, pontoon can be borrowed and plug vertical stand
Body drainage arrangement；
（3）Monitoring instrument is installed；
（4）Second layer woven bag 12 is laid, lays two layers of diaphragm seal 13, and mould is entered into press mold ditch 17, vavuum pump is installed
16 vacuumize；
（5）Because blowing-filling sludge intensity is weaker, vacuumized by the way of turn on pump rate is stepped up, some strength to be generated
Full-load run afterwards；
（6）When the degree of consolidation of design is evacuated down to, stop vacuumizing, remove pumped vacuum systems, reclaim vertical vertical
Body drainage arrangement skeleton（PVC parts）.
Described above is only the preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, without departing from the technical principles of the invention, some improvement and deformation can also be made, these are improved and deformation
Also it should be regarded as protection scope of the present invention.
Claims (5)
1. a kind of vertical three-dimensional drainage arrangement reinforced for blowing-filling sludge, including filter membrane, pvc pipe and four-way, it is characterized in that, institute
State pvc pipe and be provided with hole, the filter membrane is enclosed on pvc pipe, and several are cased with into the pvc pipe of filter membrane by several described four
Logical major joint up and down is connected to design length, and the left and right branch joint of the four-way also connects the pvc pipe for being cased with filter membrane；
The pvc pipe both ends are provided with joint and are used to connect four-way；Reserved positioned at the filter membrane topmost on a section pvc pipe according to design
Given length, the section pvc pipe of bottom one are provided with bottom.
2. a kind of vertical three-dimensional drainage arrangement reinforced for blowing-filling sludge according to claim 1, it is characterized in that, it is described
The angle of four-way is 45 degree.
3. a kind of vertical three-dimensional drainage arrangement reinforced for blowing-filling sludge according to claim 1, it is characterized in that, it is described
The pvc pipe connected on four-way or so branch joint is provided with lid.
4. a kind of vertical three-dimensional drainage arrangement reinforced for blowing-filling sludge according to claim 1, it is characterized in that, it is described
Filter membrane is fixed on pvc pipe by nylon cable tie.
A kind of 5. user for being used for the vertical three-dimensional drainage arrangement that blowing-filling sludge is reinforced based on claim 1-4 any one
Method, it is characterized in that, comprise the following steps：
（1）Cofferdam is built, digs press mold ditch, blowing-filling sludge to designed elevation；
（2）To make vertical three-dimensional drainage arrangement workmen normal construction, first layer woven bag is laid, workmen station is weaving
Vertical three-dimensional drainage arrangement is manually inserted on bag, filter membrane exposes more than blowing-filling sludge layer upper surface 20cm, and with supervisor, chimney filter phase
Even；If standing the constructional difficulties on woven bag, pontoon can be borrowed and plug vertical three-dimensional drainage arrangement；
（3）Monitoring instrument is installed according to design given position；
（4）Second layer woven bag is laid, lays two layers of diaphragm seal, and mould is entered into press mold ditch, installation vavuum pump vacuumizes；
（5）Because blowing-filling sludge intensity is weaker, vacuumized by the way of turn on pump rate is stepped up, it is full after some strength to be generated
Carrying row；
（6）When the degree of consolidation of design is evacuated down to, stop vacuumizing, remove pumped vacuum systems, reclaim vertical three-dimensional row
Water installations skeleton.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610195510.8A CN105735240B (en) | 2016-03-31 | 2016-03-31 | A kind of vertical three-dimensional drainage arrangement reinforced for blowing-filling sludge and application method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610195510.8A CN105735240B (en) | 2016-03-31 | 2016-03-31 | A kind of vertical three-dimensional drainage arrangement reinforced for blowing-filling sludge and application method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105735240A CN105735240A (en) | 2016-07-06 |
| CN105735240B true CN105735240B (en) | 2017-11-28 |
Family
ID=56252497
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610195510.8A Active CN105735240B (en) | 2016-03-31 | 2016-03-31 | A kind of vertical three-dimensional drainage arrangement reinforced for blowing-filling sludge and application method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105735240B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109577309A (en) * | 2018-12-03 | 2019-04-05 | 东华理工大学 | A kind of discharge structure |
| CN114411679B (en) * | 2022-02-09 | 2024-06-14 | 新疆兵团勘测设计院集团股份有限公司 | Deep silt foundation treatment device and method thereof |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| NL163590C (en) * | 1978-06-07 | 1980-09-15 | Dhv Raadgevend Ing | FILTER TUBE FOR SOURCE DEFLECTION. |
| CN100516384C (en) * | 2006-03-10 | 2009-07-22 | 天津港湾工程研究所 | Underwater vacuum prepressing reinforcement soft base technique method |
| KR20080045600A (en) * | 2006-11-20 | 2008-05-23 | 차재선 | Tube with plastic vertical drain and method of soft soil consolidation using tube with plastic vertical drain |
| CN102733370A (en) * | 2012-07-18 | 2012-10-17 | 王军 | Novel vacuum-heaped combined soft soil foundation pre-loading and reinforcing method |
| CN104775415B (en) * | 2015-04-03 | 2016-06-15 | 重庆大学 | Blow and fill out workplatform and the constructional method that super soft ground is reinforced fast |
-
2016
- 2016-03-31 CN CN201610195510.8A patent/CN105735240B/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| CN105735240A (en) | 2016-07-06 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101270571B (en) | Reinforcing method for layered dead weight, prepressing water discharge concretion combination dynamic consolidation soft ground base | |
| CN102817348B (en) | Treatment method of recent dredger-fill silt foundation | |
| CN102817354B (en) | Method for dredging soft foundation by dredger fill and reinforcement | |
| CN100549303C (en) | Reinforcement method of deep layer soft soil foundation | |
| CN103806437B (en) | Double-layer vacuum preloading and hydraulic reclamation soft foundation processing method | |
| CN107419717A (en) | It is pressurized compound vacuum pre-pressed soft soil foundation processing constructing device and technique | |
| CN101851929B (en) | Multi-stage light well point dewatering construction process for Yellow River flood plain bearing platform construction | |
| CN203530996U (en) | Multi-well-point combined type precipitation facility | |
| CN103046565A (en) | Draining method for ultra-deep batholith deep foundation pit | |
| CN111188349A (en) | Construction device and method for three-dimensional drainage vacuum preloading treatment of bagged sludge cofferdam | |
| CN107130580A (en) | New independent well point integrate draining combined vacuum ground preloading method and hardened system | |
| CN101666082B (en) | Laminated consolidation method for reinforcing muddy soft soil foundation | |
| CN105735240B (en) | A kind of vertical three-dimensional drainage arrangement reinforced for blowing-filling sludge and application method | |
| CN104047280B (en) | Soft foundation sharp separation compacting method | |
| CN103967015B (en) | A kind of water seal for deep foundation pit excavation method and structure thereof | |
| CN203729348U (en) | Water storage structure anti-floating device | |
| CN106120701A (en) | Prepressing structure and method for Perioperative cardiac events blowing-filling sludge epeirogenetic | |
| CN203924082U (en) | Anti-floating of underground building structure | |
| CN109295969A (en) | The construction technology of different length drain bar series turbocharging vacuum pre-pressed soft soil foundation | |
| CN204825955U (en) | After drive piles construction equipment on marine fan basis | |
| CN205348204U (en) | Light well point precipitation system | |
| CN105862716B (en) | Integral type well point plastic strip pipe | |
| CN105970910B (en) | Well point plastic strip overlay film vacuum pre-pressed joint precipitating, pre-pressing dynamic consolidation method | |
| CN104452734A (en) | Rapid soft foundation separation preloading method | |
| CN108625402A (en) | Foundation pit fertilizer slot ponding processing method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |