KR840007924A - Elongated Bendable Drainage Mat - Google Patents

Elongated Bendable Drainage Mat Download PDF

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Publication number
KR840007924A
KR840007924A KR1019840001685A KR840001685A KR840007924A KR 840007924 A KR840007924 A KR 840007924A KR 1019840001685 A KR1019840001685 A KR 1019840001685A KR 840001685 A KR840001685 A KR 840001685A KR 840007924 A KR840007924 A KR 840007924A
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KR
South Korea
Prior art keywords
mat
layer
drainage
fingers
fabric
Prior art date
Application number
KR1019840001685A
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Korean (ko)
Inventor
조세프 뎀프시(외 2) 바라
Original Assignee
아놀드 하베이 콜
몬산토 캄파니
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
Priority claimed from US06/480,657 external-priority patent/US4662778A/en
Priority claimed from US06/480,990 external-priority patent/US4572700A/en
Application filed by 아놀드 하베이 콜, 몬산토 캄파니 filed Critical 아놀드 하베이 콜
Publication of KR840007924A publication Critical patent/KR840007924A/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F5/00Draining the sub-base, i.e. subgrade or ground-work, e.g. embankment of roads or of the ballastway of railways or draining-off road surface or ballastway drainage by trenches, culverts, or conduits or other specially adapted means
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00Details of pavings
    • E01C11/22Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/224Surface drainage of streets
    • E01C11/225Paving specially adapted for through-the-surfacing drainage, e.g. perforated, porous; Preformed paving elements comprising, or adapted to form, passageways for carrying off drainage
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00Details of pavings
    • E01C11/22Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/224Surface drainage of streets
    • E01C11/227Gutters; Channels ; Roof drainage discharge ducts set in sidewalks
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C13/00Pavings or foundations specially adapted for playgrounds or sports grounds; Drainage, irrigation or heating of sports grounds
    • E01C13/08Surfaces simulating grass ; Grass-grown sports grounds
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C13/00Pavings or foundations specially adapted for playgrounds or sports grounds; Drainage, irrigation or heating of sports grounds
    • E01C13/10Pavings or foundations specially adapted for playgrounds or sports grounds; Drainage, irrigation or heating of sports grounds for artificial surfaces for outdoor or indoor practice of snow or ice sports
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B11/00Drainage of soil, e.g. for agricultural purposes
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00Characteristics of the track and its foundations
    • E01B2204/05Use of geotextiles

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  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • General Engineering & Computer Science (AREA)
  • Agronomy & Crop Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Mechanical Engineering (AREA)
  • Road Paving Structures (AREA)
  • Massaging Devices (AREA)
  • Sink And Installation For Waste Water (AREA)
  • Electrical Discharge Machining, Electrochemical Machining, And Combined Machining (AREA)
  • Laminated Bodies (AREA)

Abstract

내용 없음.No content.

Description

배수용 매트(Elongated Bendable Drainage Mat)Elongated Bendable Drainage Mat

본 내용은 요부공개 건이므로 전문내용을 수록하지 않았음Since this is an open matter, no full text was included.

제1도는 본 발명 배수용 매트의 부분절개 사시도.1 is a partial cutaway perspective view of the drainage mat of the present invention.

제2도는 본 발명 배수용 매트의 삼차원 코아로 유용한 봉과 유사한 돌출부를 구성한 천공된 층의 사시도.2 is a perspective view of a perforated layer comprising protrusions similar to rods useful as three-dimensional cores of the drain mat of the present invention.

제3도는 배수용 매트의 횡단면도.3 is a cross-sectional view of the drainage mat.

제4도는 본 발명 배수용 매트를 쇼울더조인트에 가깝게 설치한 고속도로 구조를 도시한 단면도.4 is a cross-sectional view showing a highway structure in which the drainage mat of the present invention is installed close to a shoulder joint.

Claims (23)

퍼미티비티가 0.2sec-1내지 2.0sec-1, 106의 하중을 가한후의 동적투수계수가 적어도 10-4cm/sec인 투수직물로 대부분의 표면을 3차원 오우픈 공법으로 피복함으로서 구성되는 배수용 매트.Proximity buffer Bt is 0.2sec 2.0sec -1 to -1, with a dynamic permeability after applying a load of 10 6 at least 10 -4 cm / sec permeability fabric which is configured by covering most of the surface of the three-dimensional method peun OY Drainage mat. 층의 일면으로부터 돌출된 대체로 단단한 다수의 핑거들로 구성된 폴리머릭코아와 다수의 핑거 끝에 심하게 붕괴되지 않도록 접착되고 있는 투수성직물로 피복된 직사각형 횡단면을 가지는 늘이고 굽힐 수 있는 배수용 매트.An elongate and bendable drainage mat having a polymeric core consisting of a plurality of generally rigid fingers protruding from one side of the layer and a rectangular cross section coated with a permeable fabric adhered to the end of the fingers to prevent them from being severely collapsed. 층의 일면으로부터 돌출된 대체로 단단한 다수의 핑거들로 구성된 폴리머릭코아와 퍼미티비티가 0.2sec-1내지 2.0sec-1, 106의 하중을 가한후의 동적투수계수가 적어도 10-4cm/sec인 투수직물로 피복된 직사각형 횡단면을 가지는 늘이고 굽힐 수 있는 배수용 매트.Dynamic permeability coefficients of at least 10 -4 cm / sec after a polymeric core and a property consisting of a large number of fingers protruding from one side of the layer under load of 0.2 sec -1 to 2.0 sec -1 , 10 6 A stretchable and bendable drainage mat having a rectangular cross section coated with a pitcher. 제3항의 매트에 있어서, 매트는 직물이 심하게 붕괴되지 않도록 다수의 핑거끝에 접착된다는 것.4. The mat of claim 3 wherein the mat is adhered to a plurality of fingertips so that the fabric does not collapse badly. 제2항 또는 제4항의 매트에 있어서, 매트는 핑거의 끝에 가까운 배수용 매트의 표면을 층의 평면에 평행하거나, 신장축으로부터 0°에서 180°사이의 둘레에 위치하는 어느 휨축에 대해서도 오목하게 감을 수 있기 때문에 용이하게 굽힐 수 있다는 것.The mat according to claim 2 or 4, wherein the mat is concave about any bending axis that is parallel to the plane of the layer or the surface of the drainage mat near the tip of the finger, or located about 0 ° to 180 ° from the extension axis. Can be bent easily because it can be wound. 제 항의 매트에 있어서, 핑거의 끝에 가까운 배수용 매트의 표면을 약 2.54cm 이하의 직경을 가지는 휨축으로 180°둥글게 감을수 있다는 것.The mat of claim 1, wherein the surface of the drainage mat close to the tip of the finger can be rolled 180 ° with a bending axis having a diameter of about 2.54 cm or less. 제6항의 매트에 있어서, 핑거는 공칭지름에 대한 핑거 길이의 비가 1:1 내지 8:1인 공칭지름을 값는다는 것.7. The mat of claim 6 wherein the fingers value a nominal diameter wherein the ratio of finger length to nominal diameter is from 1: 1 to 8: 1. 제7항의 매트에 있어서, 핑거는 공칭지름에 대한 평균 중심거리의 비가 2:1 내지 20:1인 핑거사이의 평균 중심거리를 갖는다는 것.8. The mat of claim 7, wherein the fingers have an average center distance between the fingers with a ratio of mean center distance to nominal diameter of 2: 1 to 20: 1. 제8항의 매트에 있어서, 층은 천공되었다는 것.The mat of claim 8, wherein the layer is perforated. 제9항의 매트에 있어서, 핑거는 속이 비였다는 것.10. The mat of claim 9 wherein the finger is hollow. 제10항의 매트에 있어서, 핑거는 원통형이라는 것.The mat of claim 10 wherein the fingers are cylindrical. 제2항 내지 제11항의 매트에 있어서, 핑거의 길이는 1.3 내지 3.8cm, 공칭지름은 0.4 내지 1.1cm, 평균 중심거리는 2.3 내지 3.2cm이며 직사각형 횡단면의 길이는 15cm 내지 3.6cm라는 것.12. The mat according to claims 2 to 11, wherein the length of the fingers is 1.3 to 3.8 cm, the nominal diameter is 0.4 to 1.1 cm, the average center distance is 2.3 to 3.2 cm and the length of the rectangular cross section is 15 cm to 3.6 cm. 제2항 내지 제12항중의 어느 항의 매트에 있어서, 폴리머릭코아는 폴리에틸렌이나 폴리프로필렌 그룹으로부터 선택된 폴리머로 구성되며 직물은 폴리프로필렌, 폴리아미드, 폴리에스테르와 폴리아크릴릭이나 유리섬유 그룹으로부터 선택된 폴리머로 구성된다는 것.13. The mat of any of claims 2 to 12 wherein the polymeric core consists of a polymer selected from polyethylene or polypropylene groups and the fabric is a polymer selected from polypropylene, polyamide, polyester and polyacrylic or glass fiber groups. Being composed. 제2항 내지 제13항중의 어느 항의 매트에 있어서, 직물은 고온용융접합제에 의하여 끝이 접착된다는 것.14. The mat of any of claims 2 to 13 wherein the fabric is glued to the ends by a hot melt adhesive. 보조기층(subbase)상의 포장부, 인접쇼울더와 노반쇼울더 배수구조로 형성된 고속도로 구조에 있어서, 층의 일면으로부터 돌출된 대체로 단단한 다수의 핑거들로 구성된 직사각형의 단면을 가지는 폴리머릭코아와 투수직물이 심하게 붕괴되지 않도록 다수의 핑거끝에 충분히 접착되어 피복된 늘이고 굽힐 수 있는 폴리머매트로 구성된 노반쇼울더 배수구조.In highway structures formed of pavement on subbase, adjacent shoulder and roadbed drainage structures, polymer cores and perforated fabrics having a rectangular cross section composed of a large number of generally rigid fingers protruding from one side of the layer are severely A roadbed drainage structure consisting of a stretchable and bendable polymer mat that is sufficiently bonded to multiple fingertips to prevent collapse. 제15항의 고속도로 구조에 있어서, 피복하는 투수직물은 0.2sec-1내지 2.0sec-1의 퍼미티비티와 106의 하중을 가한후의 동적투수가 적어도 10-4cm/sec인 것.According to claim 15 of the highway structure, permeability fabric covering is a dynamic permeability after applying a load of 0.2sec 2.0sec -1 -1 to buffer Bt proximity with 10 6 of one of at least 10 -4 cm / sec. 제15항 또는 제16항의 고속도로 구조에 있어서, 매수용 매트는 핑거의 끝에 가까운 배수용 매트의 표면을 층의 평면에 평행하거나 신장축으로부터 0°에서 180°사이의 둘레에 위치하는 약 1.0인치 이하의 직경을 가지는 어느 휨축에 대해서도 오목하게 감을 수 있기 때문에 용이하게 굽힐 수 있다는 것.The highway structure of claim 15 or 16, wherein the purchase mat is about 1.0 inches or less, which is positioned parallel to the plane of the layer or the surface of the drainage mat near the tip of the finger or between 0 ° and 180 ° from the elongation axis. It can be easily bent because it can be wound concave about any bending axis having a diameter of. 제15항 또는 제17항의 고속도로 구조에 있어서, 매수용 매트는 길이 1.3 내지 3.8cm, 공칭지름 0.4 내지 1.1츠외 평균 중심거리 0.8 내지 3.8cm인 원통형핑거와 다공층, 폴리에틸렌이나 폴리프로필렌으로 구성된 폴리머릭코아, 폴리프로필렌, 폴리에스테르, 폴리아미드와 폴리아크릴릭이나 유리섬유 그룹으로부터 선택된 폴리머로 된 직물로 구성된 것.The highway structure according to claim 15 or 17, wherein the purchase mat is 1.3 to 3.8 cm in length, nominally 0.4 to 1.1 cm, and has a cylindrical finger and a porous layer having a mean center distance of 0.8 to 3.8 cm and a polymer composed of polyethylene or polypropylene. Consisting of fabrics of cores, polypropylene, polyesters, polyamides and polymers selected from polyacrylic or glass fiber groups. 인조잔디층과 층의 일면으로부터 돌출된 대체로 단단한 다수의 핑거들로 된 폴리머릭코아로 구성된 배수용 매트로 된 인조잔디 어셈블리.An artificial turf assembly comprising a drainage mat consisting of an artificial turf layer and a polymeric core consisting of a plurality of generally rigid fingers protruding from one side of the layer. 제19항의 어셈블리에 있어서, 배수용 매트는 코아를 투수직물로 피복한 것이라는 것.20. The assembly of claim 19 wherein the drain mat is coated with a core permeable fabric. 제19항 또는 제20항의 어셈블리에 있어서, 어셈블리는 인조잔디와 배수용매트 리이에 다수의 구멍이 뚫린 탄성매트를 구성한다는 것.21. The assembly of claim 19 or 20, wherein the assembly comprises a resilient mat having a plurality of holes perforated in the artificial turf and drain mat. 층의 일면으로부터 돌출된 다수의 대체적으로 단단한 폴리머릭코아와 투수직물로 피복된 직사각형의 단면을 가지는 배수용 매트를 수평상태로 적어도 밸러스트의 일부에 깔아 지지된 밸러스트 위에 침목과 레일을 설치함으로 구성되는 철도구조.Consisting of placing a sleeper and rail over a ballast supported horizontally with at least part of the ballast drainage mats having a rectangular cross section covered with a plurality of substantially rigid polymeric cores and a permeable fabric projecting from one side of the layer Railway structure. 제22항의 철도 구조에 있어서, 직물의 퍼미티비티는 0.2 내지 2.0sec-1이고와 106의 하중을 걸린후의 동적투수계수는 적어도 10-4cm/sec인 것.23. The railroad structure of claim 22 wherein the fabric's properties are between 0.2 and 2.0 sec −1 and the dynamic permeability coefficient after load of 10 6 is at least 10 −4 cm / sec. ※ 참고사항 : 최초출원 내용에 의하여 공개하는 것임.※ Note: The disclosure is based on the initial application.
KR1019840001685A 1983-03-31 1984-03-30 Elongated Bendable Drainage Mat KR840007924A (en)

Applications Claiming Priority (6)

Application Number Priority Date Filing Date Title
US48110483A 1983-03-31 1983-03-31
US480657 1983-03-31
US06/480,657 US4662778A (en) 1983-03-31 1983-03-31 Drainage mat
US06/480,990 US4572700A (en) 1983-03-31 1983-03-31 Elongated bendable drainage mat
US480990 1990-02-16
US481104 1995-06-07

Publications (1)

Publication Number Publication Date
KR840007924A true KR840007924A (en) 1984-12-11

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ID=27413536

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KR1019840001685A KR840007924A (en) 1983-03-31 1984-03-30 Elongated Bendable Drainage Mat

Country Status (6)

Country Link
EP (2) EP0307541B1 (en)
KR (1) KR840007924A (en)
AU (1) AU2627684A (en)
DE (2) DE3479597D1 (en)
DK (1) DK174184A (en)
NO (1) NO841280L (en)

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EP0307541A3 (en) 1989-04-05
DE3479597D1 (en) 1989-10-05
DK174184A (en) 1984-10-01
EP0307541A2 (en) 1989-03-22
DK174184D0 (en) 1984-03-30
DE3484601D1 (en) 1991-06-20
EP0307541B1 (en) 1991-05-15
EP0124500A2 (en) 1984-11-07
EP0124500B1 (en) 1989-08-30
NO841280L (en) 1984-10-01
AU2627684A (en) 1984-10-04
EP0124500A3 (en) 1986-03-19

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