KR20000021519A - Osmosis apparatus of drainage for road - Google Patents

Osmosis apparatus of drainage for road Download PDF

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Publication number
KR20000021519A
KR20000021519A KR1019980040666A KR19980040666A KR20000021519A KR 20000021519 A KR20000021519 A KR 20000021519A KR 1019980040666 A KR1019980040666 A KR 1019980040666A KR 19980040666 A KR19980040666 A KR 19980040666A KR 20000021519 A KR20000021519 A KR 20000021519A
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South Korea
Prior art keywords
drainage
sieve
cement
rainwater
cement concrete
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KR1019980040666A
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Korean (ko)
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KR100282571B1 (en
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박정호
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박정호
주식회사 한수도로산업
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    • 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
    • E01C7/00Coherent pavings made in situ
    • E01C7/08Coherent pavings made in situ made of road-metal and binders
    • E01C7/10Coherent pavings made in situ made of road-metal and binders of road-metal and cement or like binders
    • E01C7/14Concrete paving
    • 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
    • E01C2201/00Paving elements
    • E01C2201/20Drainage details
    • E01C2201/202Horizontal drainage channels

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Sewage (AREA)

Abstract

PURPOSE: An osmosis apparatus of drainage is provided to prevent an accident caused by flowing of the rainwater not flowed to a drainage hole on an express highway. CONSTITUTION: An upper layer in a permeable cement concrete mixture is composed of: 300-400 of Portland cement to 1m¬3 of cement concrete mixture, 0.005-0.1wt% of a binder to 1wt% of cement, 0.35-0.45wt% of water and the rest% of aggregates. The aggregates are consisted of a wrapping body consisted of permeable cement concrete mixture having a particle size distribution of 100% of a passage wt% of a 13mm sieve, 50-100% of a passage wt% of a 5mm sieve, 0-18% of a passage wt% of 2.5mm sieve when the weight ratio between water and cement is over 0.35, under 0.43, 0-6% of a passage wt% of 1.2mm sieve. And a lower layer is consisted of cement concrete liquid impermeable structure bases.

Description

도로용 배수 삼투 장치Road drainage osmosis

본 발명은 도로용 배수 삼투 장치에 관한 것이다.The present invention relates to a road drainage osmosis device.

종래의 도로 측면의 배수 시설 및 고속도로 분리대의 배수 시설을 살펴보면 일반 콘크리트로 복개한 다음 약간의 경사면을 주어 배수구가 설치된 지점까지 빗물이 흘러가게 하는 구조로 시공되어 있고, 일반 도로의 경우에는 배수구까지 포장면의 구배를 지나치게 줄 경우 사고의 원인을 제공할 수 있기 때문에 일정 정도의 구배를 줄것을 요구하지만 실제로 시공상의 문제로 정확한 구배가 주어지지 않고 평탄면이 고르지 않아서 강우량이 적을 경우 빗물이 배수구까지 흘러가지 못하고 고여있어서 미관을 해치거나 주행중인 차량에 의하여 물이 튀기는 경우가 많다. 특히 고속으로 주행하는 고속도로의 경우 배수구까지 흘러가지 못한 빗물이 도로에 흘러내려 사고를 유발하는 경우도 종종 있다.When looking at the conventional drainage facility on the side of the road and the drainage system of the highway divider, it is constructed in such a way that rainwater flows to the point where the drainage is installed by giving a slight slope to the concrete. Too much slope is required to give a certain degree of accident because it can provide the cause of the accident.However, if the rainfall is small due to the unevenness of the flat surface due to the construction problem, the exact slope is not given. There are many cases where you can't go and get stuck, hurting your aesthetics or splashing with water. Especially on highways running at high speeds, rainwater that has not flowed to the drains often falls on the roads, causing accidents.

본 발명은 상기한 종래의 문제점을 완전히 극복하여 투수성 유공관 배수처리시설과 판상 배수재 배수 삼투 시설을 제공하기 위한 것이다.The present invention is to provide a permeable perforated pipe drainage treatment facility and plate drainage drainage osmosis facility to completely overcome the above-mentioned conventional problems.

도 1은 집수 고랑이 설치되지 않은 경우의 노상 단면도1 is a cross-sectional view of the road when the collecting grooves are not installed.

도 2a는 집수 고랑이 한군데에 설치된 상태의 노상 단면도Fig. 2a is a cross-sectional view of the road in a state in which the collecting crotch is installed

도 2b는 집수 고랑이 두군데에 설치된 상태의 노상 단면도Fig. 2B is a cross-sectional view of the road in a state in which two collection grooves are installed.

도 3a 및 도 3b는 배수공 배수 장치의 단면도3a and 3b are cross-sectional views of the drain hole drainage device

도 4a, 도 4b, 도 4c는 판상 배수재의 배수 삼투 장치의 단면도4A, 4B, and 4C are cross-sectional views of the drainage osmosis apparatus of the plate drainage material.

본 발명이 의도하는 목적을 달성하기 위한 기술적인 특징은 상층부가 시멘트 콘크리트 혼합물 1㎥ 당 300 내지 400 포오클랜드 시멘트, 시멘트 1중량부에 대하여 0.005 내지 0.1, 바람직하기로는 0.008내지 0.04중량부의 바인더와 0.35 내지 0.45 중량부의 물 및 잔부를 이루는 골재로 구성되고, 여기서 골재는 13㎜체의 통과 중량 백분율이 l00%, 5㎜체의 통과 중량 백분율이 50 내지 100%, 바람직하기로는 75 내지 100%, 2.5㎜ 체의 통과 중량 백분율은 물/시멘트 중량비가 0.35 보다 크고 0.43 이하의 경우에는 0 내지 18%, 바람직하기는 5 내지 15%이고, 1.2㎜체의 통과 중량 백분율이 0 내지 6%인 입도 분포를 가진 투수성 시멘트 콘크리트 혼합물로 이루어지고, 하층부가 시멘트 콘크리트 액체 불투과 구조 기초부로 이루어진다.Technical features for achieving the object of the present invention is 0.005 to 0.1, preferably 0.008 to 0.04 parts by weight of binder and 0.35 to 300 to 400 Falkland cement, 1 part by weight of cement per m3 of cement concrete mixture To 0.45 parts by weight of water and remainder aggregates, wherein the aggregate has a weight ratio of 100% by weight of 13 mm sieves, 50-100% by weight of 5 mm sieves, preferably 75-100%, 2.5 The percent pass through weight of the mm sieve is 0-18%, preferably 5 to 15% when the water / cement weight ratio is greater than 0.35 and less than or equal to 0.43. Excitation permeable cement concrete mixture, the lower layer is made of cement concrete liquid impermeable structural foundation.

배수 삼투 장치는 유공관 배수 처리 장치와 판상 배수재 배수 삼투 장치가 있다. 유공관 배수 처리 장치는 상층부와 하층부의 접촉면을 수평면에 대하여 구배를 주고 해당 경사면의 가장 낮은 부분에 유공관을 설치하고, 투수된 빗물을 유공관에 집수시켜서 유공관에 집수된 빗물을 신속하게 배수구까지 흘러가도록 수평면에 대하여 일정 구배 이상의 경사면을 준다.The drainage osmosis device includes a perforated pipe drainage treatment device and a plate drainage drainage osmosis device. Perforated pipe drainage treatment device gradients the contact surface of the upper and lower layers with respect to the horizontal plane, installs the perforated pipe at the lowest part of the inclined surface, and collects the permeated rainwater into the perforated pipe so that the rainwater collected in the perforated pipe flows quickly to the drain hole. Give a slope over a certain gradient for.

판상 배수재 배수 삼투 장치는 상층부와 하층부의 접촉면을 수평면에 대하여 배수구까지 일정 구배 이상의 경사면을 주고, 하층부의 상단면에 판상 배수재를 설치하고, 상층부에 침투한 빗물을 관상 배수재에 집수시켜 빠르게 배수구에 흘러가도록 설치한다.The plate drainage drainage osmosis device provides the contact surface of the upper part and the lower part with a slope more than a predetermined gradient to the drain hole with respect to the horizontal plane, installs the plate drainage material on the upper part of the lower part, collects the rainwater that penetrated the upper part, and flows quickly into the drain hole. So that it is installed.

본 발명의 실시예를 설명한다.An embodiment of the present invention will be described.

도 3에서 보는 바와 같이 투수성 유공관 배수 처리 장치는 상층부에 상기한 배합비의 투수 콘크리트 포장체(1)를 두며, 하층부에는 액체 불투과 구조 기초부(2)를 둔다.As shown in FIG. 3, the permeable perforated pipe drainage treatment apparatus has a permeable concrete package 1 having the above-described compounding ratio in the upper layer, and a liquid impermeable structure foundation 2 in the lower layer.

액체 불투과 구조 기초부(2)는 접촉면의 한쪽 끝단까지 수평면에 대하여 2∼5%의 구배를 준다.The liquid impermeable structure foundation 2 gives a gradient of 2 to 5% with respect to the horizontal plane to one end of the contact surface.

투수 콘크리트 포장체(1)를 통하여 투수된 빗물은 상기한 2∼6%의 구배에 의하여 하층부의 상단면을 타고 흘러 유공관(3)에 집수되며, 집수된 유공관(3) 속의 빗물은 수평면에 대하여 배수구까지 2∼6%의 구배를 주어 설치된 유공관(3)을 타고 신속하게 배수구(4)로 흘러 들어가게 한다.Rainwater permeated through the pitched concrete pavement (1) flows through the upper surface of the lower layer by the above 2 to 6% gradient and is collected in the perforated pipe (3), and the rainwater in the collected perforated pipe (3) is horizontal to the horizontal plane. Give a 2-6% gradient to the drain so that it flows quickly into the drain (4) through the installed hole (3).

도 4에서 보는 바와 같이 판상 배수재 배수 삼투 시설은 상층부에 상기한 배합비의 투수 콘크리트로 되는 투수 콘크리트 포장체(5)를 두며, 하층부에 액체 불투과 구조 기초부(6)를 둔다.As shown in Fig. 4, the plate drainage drainage osmosis facility has a permeable concrete package 5 made of permeable concrete of the above-described blending ratio in the upper layer, and a liquid impermeable structure foundation 6 in the lower layer.

투수 콘크리트 포장체(5)와 액체 불투과 구조 기초부(6)의 접촉면은 수평면에 대하여 배수구까지 2∼5%의 구배를 주고 하층부의 상단면에 판상 배수재(7)를 설치한다.The contact surface of the permeable concrete pavement 5 and the liquid impermeable structure foundation 6 gives a gradient of 2 to 5% to the drainage port with respect to the horizontal plane and installs a plate drainage material 7 on the upper surface of the lower layer.

상층부의 투수 콘크리트 포장체(5)를 침투한 빗물은 2∼5%의 구배에 의하여 형성된 판상 배수재(7)에 집수되어 신속하게 배수구(8)에 흘러 들어가게 한다.Rainwater that has penetrated the permeable concrete pavement 5 of the upper layer is collected by the plate-like drainage material 7 formed by the 2 to 5% gradient, and quickly flows into the drain 8.

유공관 배수처리 장치나 판상 배수재 배수 삼투 장치는 모두 아스팔트 포장(9)과 인접하여 설치되기 때문에 강우시 토사나 먼지 등이 유입되어 공극이 막히는 현상이 나타날 수 있기 때문에 현장 여건에 따라 여건에 따라 경계 부분에 집수 고랑을 설치하여 토사가 유입되는 것을 방지할 수 있는 시설을 설치할 수도 있다.Since the perforated pipe drainage treatment device and the plate drainage drainage osmosis device are both installed adjacent to the asphalt pavement (9), the soil may be clogged due to the inflow of soil, dust, etc. during rainfall. It is also possible to install a collecting pit in the facility to prevent the inflow of soil.

이와 같은 본 발명의 도로용 배수 삼투 장치는 강우량이 적어도 빗물이 투수성 시멘트 콘크리트 혼합물로 되는 포장체를 통과하여 액체 불투과 구조 기초부가 형성하고 있는 구배에 의하여 신속하게 배수구로 흘러 들어가게 됨으로써 노상에 빗물이 잔존하는 경우가 없어서 도시의 미관을 좋게 하고, 고여있는 빗물에 의한 사고를 방지할수 있다.The road drainage osmosis device of the present invention is rainwater on the road because the rainfall is quickly flowed into the drain by the gradient formed by the liquid impermeable structure foundation through at least the rainwater is passed through the pavement of the water-permeable cement concrete mixture. There is no remnant that can improve the aesthetics of the city and prevent accidents caused by standing rainwater.

Claims (3)

상층부가 시멘트 콘크리트 혼합물 1㎥ 당 300 내지 400 포오클랜드 시멘트, 시멘트 l중량부에 대하여 0.005 내지 0.1중량부의 바인더와, 0.35 내지 0.45 중량부의 물 및 잔부를 이루는 골재로 구성되고, 여기서 골재는 13㎜체의 통과 중량 백분율이 100%, 5㎜체의 통과 중량 백분율이 50 내지 100%, 2.5㎜ 체의 통과 중량 백분율은 물/시멘트 중량비가 0.35 보다 크고 0.43 이하의 경우에는 0 내지 l8% 이고, 1.2㎜체의 통과 중량 백분율이 0 내지 6%인 입도 분포를 가진 투수성 시멘트 콘크리트 혼합물로 되는 포장체로 이루어지고, 하층부가 시멘트 콘크리트 액체 불투과 구조 기초부로 이루어지는 유공관 배수 처리 장치와 판상 배수재 배수 삼투 장치를 포함하는 것을 특징으로 하는 도로용 배수 삼투 장치.The upper layer is composed of 300 to 400 Falkland cement per cubic meter of cement concrete mixture, 0.005 to 0.1 parts by weight of binder, and 0.35 to 0.45 parts by weight of water and remainder, based on aggregates of 13 mm sieve. The passing weight percentage of 100%, the passing weight percentage of the 5 mm sieve is 50 to 100%, the passing weight percentage of the 2.5 mm sieve is 0 to 8% when the water / cement weight ratio is greater than 0.35 and 0.43 or less, 1.2 mm It consists of a package of permeable cement concrete mixture with a particle size distribution with a sieve weight percentage of 0 to 6%, and includes a perforated pipe drainage treatment device and a plate drainage drainage osmosis device having a lower portion of the cement concrete liquid impermeable structure foundation. Road drainage osmosis device, characterized in that. 제 1 항에 있어서, 유공관 배수 처리 장치는 상층부와 하층부의 접촉면을 수평면에 대하여 2∼6%의 경사면을 주면서 투수된 빗물을 집수하기 위하여 경사면의 가장 낮은 부분에 유공관을 설치하여 집수된 빗물이 배수구로 흐르게 하는 것을 특징으로 하는 도로용 배수 삼투 장치.The drain pipe processing apparatus of claim 1, wherein the rainwater collected by installing the perforated pipe at the lowest portion of the inclined surface to collect the permeated rainwater while giving the contact surface of the upper layer and the lower layer with a slope of 2 to 6% with respect to the horizontal plane. A road drainage osmosis device, characterized in that the flow. 제 1 항에 있어서, 판상 배수재 배수 삼투 장치는 상층부와 하층부의 접촉면을 수평면에 대하여 배수구까지 2∼5%의 구배를 주고, 하층부의 상단면에 판상 배수재를 설치하여 상층부를 통과한 빗물을 집수되어 배수구로 흘러들어가게 되는 것을 특징으로 하는 도로용 배수 삼투 장치.The plate drainage drainage osmosis apparatus according to claim 1, wherein the contact surface of the upper layer and the lower layer gives a gradient of 2 to 5% to the drain hole with respect to the horizontal plane, and the rainwater passing through the upper layer is collected by installing a plate drainage on the upper surface of the lower layer. A road drainage osmosis device characterized in that it flows into a drain.
KR1019980040666A 1998-09-30 1998-09-30 Road drainage osmosis KR100282571B1 (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20020069334A (en) * 2001-02-26 2002-08-30 주식회사 한수도로산업 Permeable Remital
CN112376343A (en) * 2020-11-04 2021-02-19 黄雪松 Municipal works road pavement structure
CN115093094A (en) * 2022-08-01 2022-09-23 交通运输部天津水运工程科学研究所 Dredged soil mud collecting pond based on waterway regulation and control and using method thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20020069334A (en) * 2001-02-26 2002-08-30 주식회사 한수도로산업 Permeable Remital
CN112376343A (en) * 2020-11-04 2021-02-19 黄雪松 Municipal works road pavement structure
CN115093094A (en) * 2022-08-01 2022-09-23 交通运输部天津水运工程科学研究所 Dredged soil mud collecting pond based on waterway regulation and control and using method thereof
CN115093094B (en) * 2022-08-01 2023-10-31 交通运输部天津水运工程科学研究所 Dredged soil and mud receiving pond based on waterway regulation and control and using method thereof

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