CN108193664A - A kind of high intensity drain bar - Google Patents

A kind of high intensity drain bar Download PDF

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Publication number
CN108193664A
CN108193664A CN201711214004.XA CN201711214004A CN108193664A CN 108193664 A CN108193664 A CN 108193664A CN 201711214004 A CN201711214004 A CN 201711214004A CN 108193664 A CN108193664 A CN 108193664A
Authority
CN
China
Prior art keywords
protrusion
drain bar
substrate
intensity
frame board
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
Application number
CN201711214004.XA
Other languages
Chinese (zh)
Inventor
李伟
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.)
Anhui Wan Wan Plastic Products Co Ltd
Original Assignee
Anhui Wan Wan Plastic Products 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 Anhui Wan Wan Plastic Products Co Ltd filed Critical Anhui Wan Wan Plastic Products Co Ltd
Priority to CN201711214004.XA priority Critical patent/CN108193664A/en
Publication of CN108193664A publication Critical patent/CN108193664A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/02Improving by compacting
    • E02D3/10Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures

Abstract

The invention discloses a kind of high intensity drain bar, the protrusion including substrate and set on upper surface of base plate, the protrusion is the radial frame board placed vertically, and protrusion is multiple and array arrangement, has drainage channel between two neighboring protrusion;The present invention by the compression strength that sets the enhancing of radial frame board whole, meanwhile, original convex hull is replaced with into radial frame board, is conducive to expand the occupied space of drainage channel.

Description

A kind of high intensity drain bar
Technical field
The invention belongs to construction engineering technical fields, are specifically related to a kind of high intensity drain bar.
Background technology
At present, drain bar is widely used in building field, such as foundation drainage, road both sides greening draining engineering;It is existing In technology, anti-pressure ability and the drainability of drain bar cannot improve simultaneously.
Chinese utility model patent《A kind of tunnel drainage plate》(publication number:203296037U;Publication date:In November, 2013 20 days) in disclose a kind of tunnel drainage plate, the tunnel drainage plate include high density polyethylene (HDPE) plate body, high density polyethylene (HDPE) plate body Several convex hulls 1 evenly distributed and that interval is identical are equipped with, convex hull 1 has hollow structure, 1 top seal of convex hull;Fig. 1 is is somebody's turn to do The front section view of tunnel drainage plate, Fig. 2 are the vertical view of the tunnel drainage plate;By analyzing it is found that having between adjacent convex hull 1 Gap be drainage channel;The compression strength of the tunnel drainage plate is improved, needs to increase the quantity of convex hull 1, the quantity of convex hull 1 More, the gap between adjacent convex hull 1 is smaller, is unfavorable for draining.
Invention content
In view of this, the purpose of the present invention is to provide a kind of high intensity drain bar, by the way that radial frame board is set to increase Strong whole compression strength, meanwhile, original convex hull is replaced with into radial frame board, is conducive to expand occupied by drainage channel Space.
In order to achieve the above object, a kind of high intensity drain bar of the present invention, including substrate and set on the convex of upper surface of base plate , the protrusion is the radial frame board placed vertically, and protrusion is multiple and array arrangement, is had between two neighboring protrusion Drainage channel.
Further, the protrusion has N number of radiation end by circumference arrangement, and N is the positive integer more than or equal to 3, any two The angle for radiating end is 360/N degree.
Further, there are three radiation ends for the protrusion tool.
Further, the substrate is rectangular, and breadth is 1500 millimeters.
Further, the left side of the substrate and front side edge are respectively provided with card slot, and the right edge and back side edge of substrate are respectively provided with With the chuck of card slot shape cooperation.
Further, the substrate is an integral molding structure with protrusion.
Further, the thickness of the protrusion is 3~5 millimeters.
The beneficial effects of the present invention are:
1. a kind of high intensity drain bar of the present invention provides a kind of new design concept;Original convex hull is replaced with into radiation Shape frame board is conducive to expand the occupied space of drainage channel;Meanwhile drain bar needs to hold overburden soil on it when in use Work cloth so that radial frame board by pressure straight down, radial frame board by the pressure dissipation to everywhere, so as to increase Strong whole compression strength.
2. protrusion described in a kind of high intensity drain bar of the present invention has N number of radiation end by circumference arrangement, N be more than or equal to 3 positive integer, the angle at any two adjacent radiation ends is 360/N degree, i.e. the angle at any two adjacent radiation ends is identical, convenient for putting Penetrate shape frame board uniform force.
3. the left side of substrate and front side edge are respectively provided with card slot, the right side of substrate described in a kind of high intensity drain bar of the present invention Side and back side edge are respectively provided with the chuck coordinated with card slot shape;When carrying out large-scale foundation drainage, need to use multiple bases Plate, two neighboring substrate realize quick connection by the cooperation of card slot and chuck.
Description of the drawings
In order to make the purpose of the present invention, technical solution and advantageous effect clearer, the present invention provides drawings described below and carries out Explanation:
Fig. 1 is the front section view of the prior art;
Fig. 2 is the vertical view of the prior art;
Fig. 3 is a kind of front section view of high intensity drain bar of the present invention;
Fig. 4 is a kind of vertical view of high intensity drain bar of the present invention;
Fig. 5 is the cross section contrast schematic diagram of radial frame board and convex hull;
Reference numeral:1- convex hulls;2- protrusions;3- substrates;4- first areas;5- second areas;21- radiates end.
Specific embodiment
Below in conjunction with attached drawing, the preferred embodiment of the present invention is described in detail.
As shown in Figure 3 to Figure 4;A kind of high intensity drain bar of the present invention, including substrate 3 and set on the convex of 3 upper surface of substrate Play 2;Protrusion 2 be the radial frame board placed vertically, and thickness is 4~6 millimeters, and protrusion 2 is multiple and array arrangement, Ren Xiang There is drainage channel between adjacent two protrusions 2;Protrusion 2 has N number of radiation end 21 by circumference arrangement, and N is just whole more than or equal to 3 Number, the angle at any two radiation ends 21 is 360/N degree, and here, there are three radiation ends 21 for 2 tool of protrusion;Substrate 3 is rectangular, width Width is 1500 millimeters;The left side and front side edge of substrate 3 are respectively provided with card slot, and the right edge and back side edge of substrate 3 are respectively provided with and block The chuck of groove shape cooperation;Substrate 3 is an integral molding structure with protrusion 2, and here, substrate 3 passes through injection molding with protrusion 2.
The principle of the above embodiment:As shown in figure 5, radial skeleton will be replaced with by original convex hull 1 in the prior art Plate, convex hull 1 make to be represented by dashed line, radial frame board make it is indicated by the solid line, for first area 4 between dotted line and solid line, solid line Inside is second area 5, and the area of first area 4 is S1, and the area of second area 5 is S2;The cross-sectional area of convex hull 1 is S3, S3=S1+S2;The cross-sectional area of radial frame board is S4, S4=S2;Therefore, S3 is more than S4, it follows that the horizontal stroke of convex hull 1 Sectional area is far longer than the cross-sectional area of radial frame board so that the occupied space expanded of drainage channel;Meanwhile this Embodiment needs to hold covering geotextiles on it when in use so that radial frame board is put by pressure straight down Shape frame board is penetrated by the pressure dissipation to everywhere, so as to enhance whole compression strength.
Finally illustrate, preferred embodiment above is merely illustrative of the technical solution of the present invention and unrestricted, although logical It crosses above preferred embodiment the present invention is described in detail, however, those skilled in the art should understand that, can be Various changes are made to it in form and in details, without departing from claims of the present invention limited range.

Claims (7)

1. a kind of high intensity drain bar, it is characterised in that:Protrusion including substrate and set on upper surface of base plate, the protrusion is perpendicular The radial frame board directly placed, protrusion are multiple and array arrangement, have drainage channel between two neighboring protrusion.
2. a kind of high intensity drain bar as described in claim 1, it is characterised in that:The protrusion has N number of by circumference arrangement Radiation end, N is positive integer more than or equal to 3, and the angles at any two adjacent radiation ends are 360/N degree.
3. a kind of high intensity drain bar as claimed in claim 2, it is characterised in that:There are three radiation ends for the protrusion tool.
4. such as a kind of high intensity drain bar of claims 1 to 3 any one of them, it is characterised in that:The substrate is rectangular, Breadth is 1500 millimeters.
5. a kind of high intensity drain bar as claimed in claim 4, it is characterised in that:The left side and front side edge of the substrate are equal With card slot, the right edge and back side edge of substrate are respectively provided with the chuck coordinated with card slot shape.
6. a kind of high intensity drain bar as claimed in claim 1 or 2, it is characterised in that:The substrate is integrated into protrusion Type structure.
7. a kind of high intensity drain bar as claimed in claim 1 or 2, it is characterised in that:The thickness of the protrusion is 3~5 millis Rice.
CN201711214004.XA 2017-11-28 2017-11-28 A kind of high intensity drain bar Pending CN108193664A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201711214004.XA CN108193664A (en) 2017-11-28 2017-11-28 A kind of high intensity drain bar

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201711214004.XA CN108193664A (en) 2017-11-28 2017-11-28 A kind of high intensity drain bar

Publications (1)

Publication Number Publication Date
CN108193664A true CN108193664A (en) 2018-06-22

Family

ID=62573283

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201711214004.XA Pending CN108193664A (en) 2017-11-28 2017-11-28 A kind of high intensity drain bar

Country Status (1)

Country Link
CN (1) CN108193664A (en)

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2934440Y (en) * 2006-08-11 2007-08-15 冯德刚 Fast drain plate
CN201123287Y (en) * 2007-12-11 2008-10-01 冯德刚 Water storing and drainaging plate
CN202187329U (en) * 2011-08-26 2012-04-11 刘海华 Novel high density polyethylene drainage protective plate
CN204098014U (en) * 2014-09-01 2015-01-14 德州市公路工程总公司 A kind of Y shape three-dimensional band drain strength core discrete material composite pile
CN204311432U (en) * 2014-08-20 2015-05-06 北京正菱科技发展有限公司 Draining waterproofing protection assembly
CN105862710A (en) * 2016-04-06 2016-08-17 浙江水利水电学院 Drain board used for reclaimed coastal region treatment and construction method
CN206607575U (en) * 2017-03-10 2017-11-03 建湖县申茂软基材料有限公司 The layout structure and foundation structure of narrow drain bar rapid subsidence subgrade

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2934440Y (en) * 2006-08-11 2007-08-15 冯德刚 Fast drain plate
CN201123287Y (en) * 2007-12-11 2008-10-01 冯德刚 Water storing and drainaging plate
CN202187329U (en) * 2011-08-26 2012-04-11 刘海华 Novel high density polyethylene drainage protective plate
CN204311432U (en) * 2014-08-20 2015-05-06 北京正菱科技发展有限公司 Draining waterproofing protection assembly
CN204098014U (en) * 2014-09-01 2015-01-14 德州市公路工程总公司 A kind of Y shape three-dimensional band drain strength core discrete material composite pile
CN105862710A (en) * 2016-04-06 2016-08-17 浙江水利水电学院 Drain board used for reclaimed coastal region treatment and construction method
CN206607575U (en) * 2017-03-10 2017-11-03 建湖县申茂软基材料有限公司 The layout structure and foundation structure of narrow drain bar rapid subsidence subgrade

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SE01 Entry into force of request for substantive examination
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Application publication date: 20180622