KR960023524A - Pavement drainage system - Google Patents

Pavement drainage system Download PDF

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Publication number
KR960023524A
KR960023524A KR1019950072163A KR19950072163A KR960023524A KR 960023524 A KR960023524 A KR 960023524A KR 1019950072163 A KR1019950072163 A KR 1019950072163A KR 19950072163 A KR19950072163 A KR 19950072163A KR 960023524 A KR960023524 A KR 960023524A
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KR
South Korea
Prior art keywords
layer
drainage system
braided pipe
trough
pavement
Prior art date
Application number
KR1019950072163A
Other languages
Korean (ko)
Other versions
KR100301217B1 (en
Inventor
이사오 사토
요시미츠 사쿠마
요시오미 사사키
Original Assignee
야마자키 야스시
쇼와 셸 세키유 가부시키가이샤
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 JP33703494A external-priority patent/JP2813730B2/en
Priority claimed from JP7053768A external-priority patent/JPH08226163A/en
Application filed by 야마자키 야스시, 쇼와 셸 세키유 가부시키가이샤 filed Critical 야마자키 야스시
Publication of KR960023524A publication Critical patent/KR960023524A/en
Application granted granted Critical
Publication of KR100301217B1 publication Critical patent/KR100301217B1/en

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00—Structural or constructional details of bridges
    • E01D19/08—Damp-proof or other insulating layers; Drainage arrangements or devices ; Bridge deck surfacings
    • E01D19/086—Drainage arrangements or devices
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F5/00—Draining 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
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/224—Surface drainage of streets
    • E01C11/227—Gutters; Channels ; Roof drainage discharge ducts set in sidewalks
    • E01C11/228—Gutters for porous pavings

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Bridges Or Land Bridges (AREA)
  • Rigid Pipes And Flexible Pipes (AREA)

Abstract

본 발명은 기반층, 그 기반층 위에 놓여진 제1층, 그 제1층 위에 놓여진 제2층, 도로의 양 옆에 수직으로 제공된 한 쌍의 홈통, 내열성 합성섬유로 만들어진 우세한 수의 날실과 여러개의 씨실을 함께 직조하여 제조되고 제1층이 상부 표면의 하류-측 끝을 따라 배치된 제1편복 파이프, 홈통에 위치한 집수구에 연결된 배수로를 포함하는 포장된 도로와 사용하기 위한 배수 시스템에 관한 것이다.The present invention provides a base layer, a first layer laid on the base layer, a second layer placed on the first layer, a pair of troughs provided vertically on both sides of the road, a predominant number of warps made of heat-resistant synthetic fibers and several A drainage system for use with paved roads comprising a first braided pipe made by weaving the wefts together and having a first layer disposed along a downstream-side end of the top surface, a drainage passage connected to a sump located in the trough.

Description

포장도로용 배수 시스템Pavement drainage system

본 내용은 요부공개 건이므로 전문내용을 수록하지 않았음As this is a public information case, the full text was not included.

제1도는 본 발명에 따른 도시한 평면도, 제2도는 제1도에 나타낸 A-A'선을 따라 취해진 도로의 단면도, 제3도는 배수 안내 파이프의 주요 요소를 도시한 투시도, 제4도는 배수 홈통에 연결되는 배수 안내 파이프를 도시한 단면의 투시도, 제14도는 방수층의 돌출부를 따라 놓여진 콘딧을 나타내는 단면의 투시도.1 is a plan view according to the invention, FIG. 2 is a sectional view of the road taken along the line A-A 'shown in FIG. 1, FIG. Perspective view in cross section showing a drainage guide pipe connected to the pipe, and FIG.

Claims (9)

기반층; 상기 기반층 위에 놓여진 제1층; 상기 제1층 위에 놓여진 제2층; 도로의 양 측에 수직으로 제공된 한 쌍의 홈통; 내열성 합성섬유로 이루어진 소정의 갯수의 날실 및 여러개의 씨실을 함께 직조하여 제조되고 상기 제1층의 상부층의 하류-측 끝 및 홈통을 따라 배치된 제1편복 파이프; 및 상기 홈통에 위치한 집수구에 연결된 배수로를 포함하는 것을 특징으로 하는 포장도로용 배수 시스템.Base layer; A first layer overlying the base layer; A second layer overlying the first layer; A pair of troughs provided perpendicular to both sides of the roadway; A first braided pipe manufactured by weaving a predetermined number of warp yarns and a plurality of weft yarns made of heat resistant synthetic fibers and disposed along the downstream-side ends and troughs of the upper layer of the first layer; And a drainage path connected to a catchment port located in the trough. 제1항에 있어서, 제1편복 파이프가 부직포로 피복되는 것을 특징으로 하는 포장도로용 배수 시스템.2. The drainage system of claim 1 wherein the first braided pipe is covered with a nonwoven fabric. 제1항에 있어서, 내열성 합성섬유로 만들어진 소정 갯수의 날실 및 여러개의 씨실을 함께 직조하여 제조되고 홈통에 대해 실질적으로 45°의 각도를 이루는 상기 제1층위에 배치되며 상기 제1편복 파이프에 연결되는 제2편복 파이프를 부가로 포함하는 것을 특징으로 하는 포장도로용 배수 시스템.The method of claim 1, wherein a predetermined number of warp yarns and a plurality of weft yarns made of heat-resistant synthetic fibers are fabricated together and disposed on the first layer at an angle of substantially 45 ° to the trough and connected to the first braided pipe. And a second braided pipe to be used. 제3항에 있어서, 제2편복 파이프는 상기제2층에서 형성된 슬롯으로 고정되는 것을 특징으로 하는 포장도로용 배수 시스템.4. The drainage system of claim 3, wherein the second braided pipe is secured by slots formed in the second layer. 제1항 또는 제3항에 있어서, 상기 편복 파이프는 3 내지 35mm의 직경을 가지는 것을 특징으로 하는 포장도로용 배수 시스템.4. The drainage system for pavement according to claim 1 or 3, wherein the braided pipe has a diameter of 3 to 35 mm. 제1항 또는 제3항에 있어서, 상기 내열성 합성섬유는 1,500 내지 35,000 데니르로 정해진 크기의 실과 함께 폴리에스테르, 알아미드 수지 및 폴리아미드로 구성된 그룹으로부터 선택되는 것을 특징으로 하는 포장도로용 배수 시스템.4. The pavement drainage system of claim 1 or 3, wherein the heat resistant synthetic fibers are selected from the group consisting of polyester, alamide resin and polyamide with yarns of size defined as 1,500 to 35,000 deniers. . 포장도로용 배수 시스템의 제조 방법에 있어서, 기반층을 형성하는 단계, 상기 기반층 위에 제1층을 형성하는 단계, 상기 제1층의 상부 표면의 하류-측 끝 및 홈통을 따라 내열성 합성섬유로 이루어진 소정 갯수의 날실 및 여러개의 씨실을 함께 직조하여 제조되고 상기 홈통에 위치한 집수구에 연결된 제1편복 파이프를 배치하는 단계, 및 상기 제1층 위에 제2층을 형성하는 단계를 포함하는 것을 특징으로 하는 포장도로용 배수 시스템의 제조 방법.A method of manufacturing a pavement drainage system, the method comprising: forming a foundation layer, forming a first layer on the foundation layer, a heat-resistant synthetic fiber along a downstream-side end and a trough of an upper surface of the first layer. And arranging a first braided pipe manufactured by weaving a predetermined number of warps and a plurality of wefts together and connected to a water collecting port located in the trough, and forming a second layer on the first layer. Method for producing a drainage system for pavement. 제7항에 있어서, 제2편복 파이프는 내열성 합성섬유로 만들어진 소정 갯수의 날실 및 여러개의 씨실을 함께 직조하여 제조되고 홈통에 대한 실질적으로 45°의 각도를 이루는 상기 제1층위에 배치되며 상기 제1편복 파이프에 연결되는 단계를 부가로 포함하는 것을 특징으로 하는 포장도로용 배수 시스템의 제조 방법.8. The second braided pipe of claim 7, wherein the second braided pipe is fabricated by weaving together a predetermined number of warp yarns and a plurality of weft yarns made of heat resistant synthetic fibers and disposed on the first layer at an angle of substantially 45 [deg.] To the trough. A method of manufacturing a drainage system for a pavement, further comprising the step of connecting to the one-piece pipe. 제7항에 있어서, 제1편복 파이프는 부직포로 피복되는 것을 특징으로 하는 포장도로용 배수 시스템의 제조 방법.8. The method of claim 7, wherein the first braided pipe is coated with a nonwoven fabric. ※ 참고사항 : 최초출원 내용에 의하여 공개하는 것임.※ Note: The disclosure is based on the initial application.
KR1019950072163A 1994-12-27 1995-12-27 Pavement drainage system KR100301217B1 (en)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
JP33703494A JP2813730B2 (en) 1994-12-27 1994-12-27 Secondary drainage system for road bridge
JP94-337034 1994-12-27
JP7053768A JPH08226163A (en) 1995-02-20 1995-02-20 Draining device of road pavement
JP95-53768 1995-02-20

Publications (2)

Publication Number Publication Date
KR960023524A true KR960023524A (en) 1996-07-20
KR100301217B1 KR100301217B1 (en) 2002-11-08

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ID=26394477

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1019950072163A KR100301217B1 (en) 1994-12-27 1995-12-27 Pavement drainage system

Country Status (5)

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EP (1) EP0721027B1 (en)
KR (1) KR100301217B1 (en)
DE (1) DE69522790T2 (en)
ES (1) ES2162890T3 (en)
HK (1) HK1012033A1 (en)

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NL2003109C2 (en) * 2009-06-30 2011-01-20 Aannemingsmij Van Gelder B V ROAD CONSTRUCTION AND METHOD FOR CLEANING A ROAD.
KR101111727B1 (en) * 2011-04-07 2012-02-15 이지용 Drainage apparatus of bridge upper frame including water collector and grating and drainage constructing method of bridge using such drainage apparatus
KR101376174B1 (en) 2012-11-09 2014-03-19 (유)이지스건설 Socket device for perforated tube of asphalt paved road
CN103016056B (en) * 2012-12-22 2016-04-06 上海市隧道工程轨道交通设计研究院 A kind of drainage structure for entry and exit, tunnel place and water discharge method thereof
US20140227035A1 (en) * 2013-02-12 2014-08-14 Chesapeake Operating, Inc. Well pad drain and containment recovery system
KR101680583B1 (en) 2015-10-26 2016-12-12 주식회사 경신화이바 composite connection socket for duct line
CN106884381B (en) * 2017-04-21 2019-05-07 合肥智慧龙图腾知识产权股份有限公司 A kind of bridge with choke preventing function
CN107640943B (en) * 2017-10-26 2020-08-04 西南科技大学 Self-decoration recycled aggregate pervious concrete product and preparation method thereof
CN109682293B (en) * 2018-12-05 2020-05-19 东南大学 Method for determining thickness of structural protection layer of reinforced cement-based composite material with ribbed bar
CN110195407B (en) * 2019-07-02 2020-12-11 中铁二十二局集团市政工程有限公司 Waste water stop belt dismounting device for bridge expansion joint
CN110396893A (en) * 2019-07-25 2019-11-01 陕西建工基础工程集团有限公司 Inlet for stom water temporary drainage device and construction method
CN113756864A (en) * 2020-06-01 2021-12-07 中国铁道科学研究院集团有限公司铁道建筑研究所 Railway tunnel basement disease anchoring, grouting and draining integrated treatment method
CN111764226A (en) * 2020-07-09 2020-10-13 广东汇晟建设有限公司 Municipal road construction structure and construction method thereof
CN112663434A (en) * 2020-12-17 2021-04-16 马征 Easily drainage type road bed road surface
CN114134807B (en) * 2021-11-25 2023-11-14 中交三公局第二工程有限公司 Expansion joint water drainage method
CN114214935B (en) * 2022-01-05 2024-05-24 浙江竤伟集团有限公司 Paving structure and paving method of combined steel bridge deck
CN116180534A (en) * 2022-06-06 2023-05-30 中交二公局东萌工程有限公司 Bearing type porous drainage asphalt concrete surface layer structure and construction method thereof

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DE3619785A1 (en) * 1986-06-12 1987-12-17 Passavant Werke Road drainage system
CH674383A5 (en) * 1987-09-18 1990-05-31 Egli Gartenbau Ag Mat underlay for gravel paths - is flexible permeable sheet of textile with perforated pipes inserted in sleeves along edges
JPH07103529B2 (en) * 1988-05-06 1995-11-08 ダイヤテックス株式会社 Road structure

Also Published As

Publication number Publication date
KR100301217B1 (en) 2002-11-08
EP0721027A1 (en) 1996-07-10
HK1012033A1 (en) 1999-07-23
ES2162890T3 (en) 2002-01-16
DE69522790D1 (en) 2001-10-25
EP0721027B1 (en) 2001-09-19
DE69522790T2 (en) 2002-05-02

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