CN105544503A - Improved draining plate - Google Patents
Improved draining plate Download PDFInfo
- Publication number
- CN105544503A CN105544503A CN201610070769.XA CN201610070769A CN105544503A CN 105544503 A CN105544503 A CN 105544503A CN 201610070769 A CN201610070769 A CN 201610070769A CN 105544503 A CN105544503 A CN 105544503A
- Authority
- CN
- China
- Prior art keywords
- band drain
- gripper shoe
- cross side
- side gripper
- plate
- 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.)
- Pending
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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)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The invention discloses an improved draining plate. Transverse lateral supporting plates and longitudinal supporting plates are additionally arranged on the basis of the structural form of a plate core of a traditional draining plate, so that the rigidity of the plate core of the draining plate is improved, the deformation resisting capability of the draining plate is improved, and thus the influence of deformation of the draining plate on the draining amount is weakened. The plate core and a filter membrane are bonded through the transverse lateral supporting plates and prevented from sliding and deforming, so that the draining plate is not likely to be blocked, and strengthening efficiency is higher. The draining plate is made of degradable materials, so that the problems that settlement continues, the subsurface structure is damaged, and soil is contaminated are solved. Besides, the improved draining plate is simple in technology, and factory operation improvement is facilitated.
Description
Technical field
The invention belongs to treatment of soft foundation band drain technical field, relate in particular to one and can promote draining, improve consolidation effect, and the modified band drain of degradable environmentally-friendly.
Background technology
At present, more often use band drain to carry out draining in treatment of soft foundation, see attached Fig. 1 and 2, traditional band drain is made up of plate core (1) and filter membrane (2).Wherein plate core (1) with multiple by the center brace panel (1-1) of a horizontally set are vertically fixed in center brace panel (1-1) and the groove tooth (1-2) of spaced set and form, teeth groove (4) (gap between teeth groove and adjacent castellations) is as the passage of foundation soil body drainage exhaust, filter membrane (2) is coated on plate core (1) outside, and the effect playing anti-filter prevents from the soil body particle from entering plate core blocking.But find in Practical Project: band drain can occur bending and deformation along with the sedimentation of ground, the phenomenon such as be even distorted, fold, and greatly can weaken the drainage effect of band drain; Conventional discharge plate only has the tip of plate core teeth groove and filter membrane to contact with each other, and less contact area makes the two be difficult to paste, and the two is slippage mutually easily, easily makes soil body particle enter plate in-core and alluvial blocking occurs; After basement process completes, band drain in ground is still the passage that the soil body continues consolidation draining, can cause continuation sedimentation, and the band drain left over meeting contaminated foundation soil property, there is impact to underground structure in future (stake, ground-connecting-wall etc.), jeopardize upper building safety.
Summary of the invention
The object of the invention is to overcome the deficiencies in the prior art, provide one can promote draining, improve consolidation effect, and the modified band drain of degradable environmentally-friendly.
The present invention is achieved by the following technical solutions:
A kind of modified band drain, comprises plate core and filter membrane, and it is outer that filter membrane is coated on plate core, and described plate core comprises center brace panel, groove tooth, cross side gripper shoe and longitudinal supporting plate; Wherein, center brace panel is arranged on the centre position of whole plate core, and groove tooth equally spacedly vertical interlaced is fixed in center brace panel; Described cross side gripper shoe is symmetricly set on the both sides of center brace panel, and cross side gripper shoe is fixedly connected with the two ends of groove tooth; The both sides of described longitudinal supporting plate are connected with cross side gripper shoe.
In technique scheme, described cross side gripper shoe is inclined flat pattern entity structure, and the wide of cross side gripper shoe is 1-3cm.
In technique scheme, cross side gripper shoe is along longitudinal spaced set of band drain.
In technique scheme, described longitudinal supporting plate is entity structure, its height and the distance that band drain is contour, length equals distance between adjacent groove tooth, width equals between two cross side gripper shoes.
In technique scheme, longitudinal supporting plate is positioned on the wide trisection line of whole band drain plate.
In technique scheme, cross side gripper shoe is connected with filter membrane.
In technique scheme, described plate core adopts degradation plastic to make, and filter membrane adopts biodegradable fiber to make.
The using method of described modified band drain: band drain is longitudinally vertically set in (or nuzzling in advance) soft foundation, the top of band drain is connected with suction vaccum drainage means, make to produce negative pressure in band drain by inhaling vaccum drainage means, thus impel the moisture in soft foundation to enter into teeth groove through filter membrane, and upwards discharge moisture content along teeth groove.
Advantage of the present invention and beneficial effect are:
The first, by increasing cross side gripper shoe and longitudinal supporting plate on the form of structure basis of conventional discharge plate plate core, improve the rigidity of band drain plate core, improving its non-deformability, therefore weaken band drain and be out of shape the impact that displacement is brought.The second, both plate core and filter membrane are mutually bondd by cross side gripper shoe, prevent sliding deformation therebetween, thus band drain is not easily blocked, reinforcing efficiency is higher.3rd, the material of band drain is changed to degradable material, solves the problem continuing sedimentation, harm underground structure and pollute soil property.In addition, the technology of the present invention is simple, is convenient to factory's operations improvement.
Accompanying drawing explanation
Fig. 1 is the structural representation of the cross section of traditional band drain.
Fig. 2 be the B of Fig. 1 to sectional view, namely Fig. 2 is the structural representation of the longitudinal section of traditional band drain.
Fig. 3 is the structural representation of the cross section of band drain of the present invention.
Fig. 4 is the close-up schematic view at the A place of Fig. 3.
Fig. 5 be the B of Fig. 3 to sectional view, namely Fig. 5 is the structural representation of the longitudinal section of band drain of the present invention.
Wherein: 1 is plate core, gripper shoe centered by 1-1,1-2 is groove tooth, and 1-3 is cross side gripper shoe, and 1-4 is longitudinal supporting plate, and 2 is filter membrane, and 3 is cementing agent, and 4 is teeth groove.
Detailed description of the invention
Technical scheme of the present invention is further illustrated below in conjunction with specific embodiment.
See accompanying drawing 3-5, a kind of modified band drain, comprise plate core 1 and filter membrane 2, plate core 1 comprises center brace panel 1-1, groove tooth 1-2, cross side gripper shoe 1-3 and longitudinal supporting plate 1-4 (contrast accompanying drawing 1-2, namely on the form of structure basis of conventional discharge plate plate core, at band drain plate core, longitudinally longitudinal supporting plate 1-4 is set, at the both sides of band drain plate core difference horizontally set cross side gripper shoe 1-3), the center brace panel 1-1 of plate core 1 is horizontally installed on the centre position of whole plate core 1, and groove tooth 1-2 equally spacedly vertical interlaced is fixed on center brace panel 1-1; Described cross side gripper shoe 1-3 is inclined flat pattern entity structure, the wide c of cross side gripper shoe 1-3 is 1cm, cross side gripper shoe 1-3 is along longitudinal spaced set of band drain, and cross side gripper shoe is symmetricly set on the both sides of the center brace panel 1-1 of band drain plate core, cross side gripper shoe is connected with the two ends of groove tooth 1-2; Described longitudinal supporting plate 1-4 is positioned at (longitudinal supporting plate 1-4 can utilize the trisection slot tooth packing material of former band drain plate core to make) on the wide trisection line of whole band drain plate, described longitudinal supporting plate 1-4 is entity structure, its height and the distance that band drain is contour, length a equals distance between adjacent groove tooth 1-2, width b equals between two cross side gripper shoe 1-3, and the both sides of longitudinal supporting plate 1-4 are connected with cross side gripper shoe 1-3;
Cross side gripper shoe is bondd mutually by cementing agent 5 and filter membrane 2, thus realizes fixing of plate core and filter membrane;
Plate core (comprising center brace panel 1-1, groove tooth 1-2, cross side gripper shoe 1-3 and longitudinal supporting plate 1-4) adopts degradation plastic to make, and filter membrane 2 adopts biodegradable fiber to make, thus reaches the object of environmental protection.
During use, band drain of the present invention is longitudinally vertically set in (or nuzzling in advance) soft foundation, the top of band drain is connected with suction vaccum drainage means, make to produce negative pressure in band drain by inhaling vaccum drainage means, thus impel the moisture in soft foundation to enter into teeth groove 4 (gap between teeth groove and adjacent castellations) through filter membrane, and upwards discharge moisture content along teeth groove 4.
For ease of explanation, in the present invention, employ the space relative terms such as " transverse direction " and " longitudinal direction ", for this kind of rectangular classes such as plastic draining board or the larger object of aspect ratio, the general direction perpendicular with the direction of its longer sides be laterally, and the direction paralleled with the direction of its longer sides is longitudinal direction.
Above to invention has been exemplary description; should be noted that; when not departing from core of the present invention, any simple distortion, amendment or other those skilled in the art can not spend the equivalent replacement of creative work all to fall into protection scope of the present invention.
Claims (8)
1. a modified band drain, comprises plate core and filter membrane, and it is outer that filter membrane is coated on plate core, it is characterized in that: described plate core comprises center brace panel, groove tooth, cross side gripper shoe and longitudinal supporting plate; Wherein, center brace panel is arranged on the centre position of whole plate core, and groove tooth equally spacedly vertical interlaced is fixed in center brace panel; Described cross side gripper shoe is symmetricly set on the both sides of center brace panel, and cross side gripper shoe is fixedly connected with the two ends of groove tooth; The both sides of described longitudinal supporting plate are connected with cross side gripper shoe.
2. modified band drain according to claim 1, is characterized in that: described cross side gripper shoe is inclined flat pattern entity structure, and the wide of cross side gripper shoe is 1-3cm.
3. modified band drain according to claim 1, is characterized in that: cross side gripper shoe is along longitudinal spaced set of band drain.
4. modified band drain according to claim 1, is characterized in that: described longitudinal supporting plate is entity structure, its height and the distance that band drain is contour, length equals distance between adjacent groove tooth, width equals between two cross side gripper shoes.
5. modified band drain according to claim 1, is characterized in that: longitudinal supporting plate is positioned on the wide trisection line of whole band drain plate.
6. modified band drain according to claim 1, is characterized in that: cross side gripper shoe is connected with filter membrane.
7. modified band drain according to claim 1, is characterized in that: described plate core adopts degradation plastic to make, and filter membrane adopts biodegradable fiber to make.
8. the using method of the modified band drain as described in one of claim 1-7, it is characterized in that: band drain is longitudinally vertically set in soft foundation, the top of band drain is connected with suction vaccum drainage means, make to produce negative pressure in band drain by inhaling vaccum drainage means, thus impel the moisture in soft foundation to enter into teeth groove through filter membrane, and upwards discharge moisture content along teeth groove.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201610070769.XA CN105544503A (en) | 2016-02-01 | 2016-02-01 | Improved draining plate |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610070769.XA CN105544503A (en) | 2016-02-01 | 2016-02-01 | Improved draining plate |
Publications (1)
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CN105544503A true CN105544503A (en) | 2016-05-04 |
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Family Applications (1)
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CN201610070769.XA Pending CN105544503A (en) | 2016-02-01 | 2016-02-01 | Improved draining plate |
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Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106894407A (en) * | 2017-04-17 | 2017-06-27 | 郑权 | A kind of optical fiber synthesizes drain bar |
CN107852880A (en) * | 2017-12-01 | 2018-03-30 | 天津弘景环境科技有限公司 | A kind of coastal saline-alkali area Yield rainfall relation is every drenching layer and hidden pipe salt discharge alkali system |
CN110468824A (en) * | 2019-08-27 | 2019-11-19 | 天津大学 | A kind of anti-bending drainage arrangement for vacuum preloading |
CN110714456A (en) * | 2019-09-29 | 2020-01-21 | 温州大学 | Novel drainage plate structure based on traditional drainage plate upper quick-mounting transverse drainage body and construction method thereof |
CN115012265A (en) * | 2022-05-26 | 2022-09-06 | 深圳大学 | Active water absorption roadbed structure |
Citations (8)
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KR100728104B1 (en) * | 2006-11-28 | 2007-06-13 | (주) 경화엔지니어링 | Plastic board drain |
CN201155105Y (en) * | 2007-12-14 | 2008-11-26 | 卢锡雷 | Plastic drain bar for processing soft foundation by active drainage |
CN201785748U (en) * | 2010-09-17 | 2011-04-06 | 青岛理工大学 | Novel high-efficient bending-resistant plastic wick drain |
CN202227331U (en) * | 2011-09-09 | 2012-05-23 | 天津港建设公司 | Degradable plastic water drainage plate |
CN103711116A (en) * | 2013-11-08 | 2014-04-09 | 中交四航工程研究院有限公司 | Environment-friendly vertical drain adaptable to high-clay-content newly-dredged silt foundation |
CN104278666A (en) * | 2014-10-11 | 2015-01-14 | 南京赛伯通建筑工程有限公司 | Bag-packaged plastic drainage device |
CN204456062U (en) * | 2015-01-27 | 2015-07-08 | 江苏德盈土工材料有限公司 | A kind of environment-friendly type plastic band drain that can all degrade |
CN205475194U (en) * | 2016-02-01 | 2016-08-17 | 天津大学 | Improved generation drain bar |
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2016
- 2016-02-01 CN CN201610070769.XA patent/CN105544503A/en active Pending
Patent Citations (8)
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KR100728104B1 (en) * | 2006-11-28 | 2007-06-13 | (주) 경화엔지니어링 | Plastic board drain |
CN201155105Y (en) * | 2007-12-14 | 2008-11-26 | 卢锡雷 | Plastic drain bar for processing soft foundation by active drainage |
CN201785748U (en) * | 2010-09-17 | 2011-04-06 | 青岛理工大学 | Novel high-efficient bending-resistant plastic wick drain |
CN202227331U (en) * | 2011-09-09 | 2012-05-23 | 天津港建设公司 | Degradable plastic water drainage plate |
CN103711116A (en) * | 2013-11-08 | 2014-04-09 | 中交四航工程研究院有限公司 | Environment-friendly vertical drain adaptable to high-clay-content newly-dredged silt foundation |
CN104278666A (en) * | 2014-10-11 | 2015-01-14 | 南京赛伯通建筑工程有限公司 | Bag-packaged plastic drainage device |
CN204456062U (en) * | 2015-01-27 | 2015-07-08 | 江苏德盈土工材料有限公司 | A kind of environment-friendly type plastic band drain that can all degrade |
CN205475194U (en) * | 2016-02-01 | 2016-08-17 | 天津大学 | Improved generation drain bar |
Non-Patent Citations (1)
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胡雷等: "《地基处理》", 31 March 2014, 北京:地质出版社 * |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106894407A (en) * | 2017-04-17 | 2017-06-27 | 郑权 | A kind of optical fiber synthesizes drain bar |
CN107852880A (en) * | 2017-12-01 | 2018-03-30 | 天津弘景环境科技有限公司 | A kind of coastal saline-alkali area Yield rainfall relation is every drenching layer and hidden pipe salt discharge alkali system |
CN110468824A (en) * | 2019-08-27 | 2019-11-19 | 天津大学 | A kind of anti-bending drainage arrangement for vacuum preloading |
CN110714456A (en) * | 2019-09-29 | 2020-01-21 | 温州大学 | Novel drainage plate structure based on traditional drainage plate upper quick-mounting transverse drainage body and construction method thereof |
CN115012265A (en) * | 2022-05-26 | 2022-09-06 | 深圳大学 | Active water absorption roadbed structure |
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Application publication date: 20160504 |
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