CN203960844U - A kind of novel plastic band drain - Google Patents
A kind of novel plastic band drain Download PDFInfo
- Publication number
- CN203960844U CN203960844U CN201320722542.0U CN201320722542U CN203960844U CN 203960844 U CN203960844 U CN 203960844U CN 201320722542 U CN201320722542 U CN 201320722542U CN 203960844 U CN203960844 U CN 203960844U
- Authority
- CN
- China
- Prior art keywords
- filtering layer
- plastic panel
- band drain
- woven geotextile
- quilted
- 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 - Lifetime
Links
- 229920003023 plastic Polymers 0.000 title claims abstract description 43
- 239000004033 plastic Substances 0.000 title claims abstract description 43
- 238000001914 filtration Methods 0.000 claims abstract description 21
- 239000004746 geotextile Substances 0.000 claims abstract description 18
- 229920000114 Corrugated plastic Polymers 0.000 claims description 3
- 238000000034 method Methods 0.000 abstract description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 3
- 238000007596 consolidation process Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 229920006395 saturated elastomer Polymers 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 1
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The utility model provides a kind of novel plastic band drain, comprises quilted plastic panel and non-woven geotextile filtering layer; Described non-woven geotextile filtering layer is wrapped in quilted plastic panel outside.Corrugated quilted plastic panel wherein, compares the quilted plastic panel of conventional mouth organ type, has in factory process efficiency soon, supports its intensity of drainage channel higher as band drain, and drainage channel is more unimpeded.Wherein non-woven geotextile filtering layer is provided with groove longitudinally, can increase the water suction area of filtering layer, accelerates draining.
Description
Technical field
The utility model relates to a kind of novel plastic band drain, more specifically, relates to a kind of novel plastic band drain that comprises waveform quilted plastic panel and non-woven geotextile filtering layer.
Background technology
The quilted plastic panel of conventional mouth organ type, longer in the factory process time, as band drain, support its intensity of drainage channel not high, drainage channel is not very unimpeded, and when being applied to the saturated viscosity such as mud, silt matter soil, dredger fill and miscellaneous fill and using consolidation to carry out treatment of soft foundation, effect is not fine.
Summary of the invention
The utility model is for the problems referred to above, provides that a kind of drainability is good, draining is unimpeded, effectively guarantees the novel plastic band drain of drainage effect.
The technical scheme in the invention for solving the above technical problem is: a kind of novel plastic band drain, comprises quilted plastic panel and non-woven geotextile filtering layer; Described non-woven geotextile filtering layer is wrapped in quilted plastic panel outside.
Further, described quilted plastic panel is corrugated plastics plate body.
Further, described quilted plastic panel is the plastics plate body with skeleton and passage.
Further, described quilted plastic panel is the plastics plate body of thickness 3-5mm.
Further, described non-woven geotextile filtering layer is provided with groove longitudinally.
Further, described groove is longitudinally that cross section is up big and down small trapezoidal or inverted leg-of-mutton groove.
Further, described non-woven geotextile filtering layer is thickness 5-50mm.
The utility model has the advantages that:
1. while being applied to reinforcing soft ground, drainability is good, and draining is unimpeded, and drainage effect is guaranteed.
2. corrugated quilted plastic panel, compares the quilted plastic panel of conventional mouth organ type, has in factory process efficiency soon, supports its intensity of drainage channel higher as band drain, and drainage channel is more unimpeded.
3. the non-woven geotextile filtering layer of this type band drain is provided with groove longitudinally, can increase the water suction area of filtering layer, accelerates draining.
Accompanying drawing explanation
Fig. 1 is the structural representation of the utility model embodiment.
Fig. 2 is the A portion structure enlarged drawing of Fig. 1.
Reference numeral:
1 is that quilted plastic panel, 2 is non-woven geotextile filtering layer.
The specific embodiment
Below with reference to the accompanying drawings and in conjunction with the embodiments, describe the utility model in detail.
With reference to figure 1 and Fig. 2, a kind of novel plastic band drain as depicted in figs. 1 and 2, comprises quilted plastic panel 1 and non-woven geotextile filtering layer 2; Described non-woven geotextile filtering layer 2 is wrapped in quilted plastic panel 1 outside.
Described quilted plastic panel 1 is corrugated plastics plate body.
Described quilted plastic panel 1 is the plastics plate body with skeleton and passage.
Described quilted plastic panel 1 is the plastics plate body of thickness 3-5mm.
Described non-woven geotextile filtering layer 2 is provided with groove longitudinally.
Described groove is longitudinally that cross section is up big and down small trapezoidal or inverted leg-of-mutton groove.
Described non-woven geotextile filtering layer 2 is thickness 5-50mm.
The operating principle of the utility model embodiment: after this type band drain is driven underground, filtering layer is infiltered to the water coming upwards discharges, be the good vertical passage that the saturated viscosity such as mud, silt matter soil, dredger fill and miscellaneous fill use consolidation to carry out treatment of soft foundation, greatly shorten the soft soil consolidation time.
The foregoing is only preferred embodiment of the present utility model, the utility model includes but not limited to this example, and the utility model can have various modifications and variations.All within spirit of the present utility model and principle, any modification of doing, be equal to replacement, improvement etc., within all should being included in protection domain of the present utility model.
Claims (5)
1. a novel plastic band drain, is characterized in that: comprise quilted plastic panel (1) and non-woven geotextile filtering layer (2); Described non-woven geotextile filtering layer (2) is wrapped in quilted plastic panel (1) outside, and described quilted plastic panel (1) is the plastics plate body with skeleton and passage, and described quilted plastic panel (1) is the plastics plate body of thickness 3-5mm.
2. novel plastic band drain according to claim 1, is characterized in that: described quilted plastic panel (1) is corrugated plastics plate body.
3. novel plastic band drain according to claim 1, is characterized in that: described non-woven geotextile filtering layer (2) is provided with groove longitudinally.
4. novel plastic band drain according to claim 3, is characterized in that: described groove is longitudinally that cross section is up big and down small trapezoidal or inverted leg-of-mutton groove.
5. according to the novel plastic band drain described in the arbitrary claim of claim 1-4, it is characterized in that: described non-woven geotextile filtering layer (2) is thickness 5-50mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320722542.0U CN203960844U (en) | 2013-11-17 | 2013-11-17 | A kind of novel plastic band drain |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320722542.0U CN203960844U (en) | 2013-11-17 | 2013-11-17 | A kind of novel plastic band drain |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203960844U true CN203960844U (en) | 2014-11-26 |
Family
ID=51921446
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320722542.0U Expired - Lifetime CN203960844U (en) | 2013-11-17 | 2013-11-17 | A kind of novel plastic band drain |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203960844U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104846802A (en) * | 2015-03-30 | 2015-08-19 | 河海大学 | Vacuum degree deep layer transmission water drainage plate and use method |
| CN106801415A (en) * | 2017-03-30 | 2017-06-06 | 建湖县申茂软基材料有限公司 | A kind of monoblock type thin plastic drain bar and ground vertical drainage system |
| CN109778832A (en) * | 2019-01-28 | 2019-05-21 | 浙江工业大学 | Degradable novel plastic drain bar |
-
2013
- 2013-11-17 CN CN201320722542.0U patent/CN203960844U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104846802A (en) * | 2015-03-30 | 2015-08-19 | 河海大学 | Vacuum degree deep layer transmission water drainage plate and use method |
| CN106801415A (en) * | 2017-03-30 | 2017-06-06 | 建湖县申茂软基材料有限公司 | A kind of monoblock type thin plastic drain bar and ground vertical drainage system |
| CN109778832A (en) * | 2019-01-28 | 2019-05-21 | 浙江工业大学 | Degradable novel plastic drain bar |
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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: CCCC TIANJIN DREDGING CO., LTD. CCCC TDC ENVIRONME Effective date: 20150528 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20150528 Address after: Futian District forestry road Shenzhen city Guangdong province 518100 2106, 2107 2108, Xin Zhu Yuan, 2109, room 2110 Patentee after: CCCC TDC SOUTHERN COMMUNICATIONS CONSTRUCTION Co.,Ltd. Patentee after: CCCC TIANJIN DREDGING Co.,Ltd. Patentee after: CCCC-TDC ENVIRONMENTAL ENGINEERING Co.,Ltd. Patentee after: CCCC-TDC BINHAI ENVIRONMENTAL CHANNEL DREDGING Co.,Ltd. Patentee after: CCCC TIANJIN DREDGING HARBOUR CONSTRUCTION ENGINEERING Co.,Ltd. Patentee after: CCCC TIANJIN PORT & WATERWAY PROSPECTION & DESIGN RESEARCH INSTITUTE Co.,Ltd. Patentee after: CCCC TDC ENVIRONMENTAL PROTECTION DREDGING Co.,Ltd. Address before: 518100 Guangdong city of Shenzhen province Futian District forestry Shenzhen Road, 2106, 2107, 2108 Xin Zhu Yuan, 2109, room 2110 Patentee before: CCCC TDC SOUTHERN COMMUNICATIONS CONSTRUCTION Co.,Ltd. |
|
| CX01 | Expiry of patent term |
Granted publication date: 20141126 |
|
| CX01 | Expiry of patent term |