[go: up one dir, main page]
More Web Proxy on the site http://driver.im/

KR100830986B1 - The flex road elasticity pavement for a bicycle and the method for executing the flex road elasticity pavement - Google Patents

The flex road elasticity pavement for a bicycle and the method for executing the flex road elasticity pavement Download PDF

Info

Publication number
KR100830986B1
KR100830986B1 KR20070135206A KR20070135206A KR100830986B1 KR 100830986 B1 KR100830986 B1 KR 100830986B1 KR 20070135206 A KR20070135206 A KR 20070135206A KR 20070135206 A KR20070135206 A KR 20070135206A KR 100830986 B1 KR100830986 B1 KR 100830986B1
Authority
KR
South Korea
Prior art keywords
layer
permeable
water
weight
parts
Prior art date
Application number
KR20070135206A
Other languages
Korean (ko)
Inventor
최일성
Original Assignee
주식회사 태영알이씨
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 주식회사 태영알이씨 filed Critical 주식회사 태영알이씨
Priority to KR20070135206A priority Critical patent/KR100830986B1/en
Application granted granted Critical
Publication of KR100830986B1 publication Critical patent/KR100830986B1/en

Links

Images

Classifications

    • 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
    • E01C15/00Pavings specially adapted for footpaths, sidewalks or cycle tracks
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B26/00Compositions of mortars, concrete or artificial stone, containing only organic binders, e.g. polymer or resin concrete
    • C04B26/02Macromolecular compounds
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B41/00After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone
    • C04B41/45Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements
    • C04B41/46Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements with organic materials
    • C04B41/47Oils, fats or waxes natural resins
    • C04B41/478Bitumen, asphalt, e.g. paraffin
    • 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
    • E01C2201/00Paving elements
    • E01C2201/20Drainage details
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Structural Engineering (AREA)
  • Materials Engineering (AREA)
  • Organic Chemistry (AREA)
  • Civil Engineering (AREA)
  • Architecture (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Oil, Petroleum & Natural Gas (AREA)
  • Road Paving Structures (AREA)

Abstract

A water permeable bicycle road pavement material is provided to prevent bicycles riders and pedestrians from sliding and getting injured or getting a scratch by discharging and permeating water to the ground via through holes of a water permeable reinforcement support, and forming irregularities on a surface layer and having elasticity. A water permeable bicycle road pavement material(1) includes a sub-base layer(3) formed on the ground(1a) with aggregate(2) having a diameter of 30~40mm, a water permeable reinforcement layer(8) formed by mixing 6~10 weight percent waste tire chips or waste plastic chips(4) crushed to have the particle size of 3~7mm, 11~13 weight percent reinforcing fiber(5) crushed to have the size of 6~25mm and 1~1.5 weight percent waste glass(6) crushed to have the size of 3~7mm with 70~82 weight percent permeable cement concrete(7) mixed with cement, water and gravel evenly, a primer layer(9) formed by applying asphalt concrete primer to a thickness of 0.3~1mm on the upper surface of the water permeable reinforcement layer to make the upper surface of the water permeable reinforcement layer have adhesive property, a water permeable reinforcement support(10) provided with many through holes(11) to be fixed to the water permeable reinforcement layer by bolts or screws and many through holes(12) to permeate water, and a surface layer(15) formed by mixing 40~50 weight percent color rubber chips(13) crushed to have the particle size of 2~3mm and 50~60 weight percent urethane resin solution(14) evenly in a stirrer for 7~15 minutes and spraying to a space between the upper surface of the primer layer and the water permeable reinforcement support using a high pressure sprayer to form irregularities(20) having elasticity on the upper surface. When rainwater, water or liquid flows on the surface layer, the rainwater, water or liquid flows out through many through holes formed on the surface of the water permeable reinforcement support via the irregularities formed on the surface of the surface layer and discharges to the sub-base layer from the water permeable reinforcement layer to discharge to the ground below the sub-base layer smoothly.

Description

투수성 플렉스 로드 자전거 도로포장재 및 그 포장방법{The FLEX ROAD elasticity pavement for a bicycle and the method for executing the FLEX ROAD elasticity pavement}FLEX ROAD elasticity pavement for a bicycle and the method for executing the FLEX ROAD elasticity pavement}

본 발명은 투수성 플렉스 로드 자전거 도로포장재 및 그 포장방법에 관한 것으로, 특히, 자전거나 사람들이 보행하는 표층에 비, 물 또는 액체가 흐르는 경우 이 비, 물 또는 액체가 표층에 형성된 엠보(요철)를 거쳐 투수보강대의 상부에 형성된 다수의 통공을 통해 아래로 흘러들어가 표층에서 투수보강층과 보조기층을 거쳐서 지반으로 비, 물 또는 액체가 효과적으로 배출되도록 구성되어 본 발명의 투수성 플렉스 로드 자전거 도로포장재 포장방법으로 시공된 표층에 우천, 천재지변 등에 의해 비, 물 또는 액체가 흐르는 경우에 투수보강대의 통공을 통해 지반으로 배수 및 투수가 실시되어 표층을 지나가는 자전거 및 보행자가 미끄러져서 다치거나 찰과상을 입는 것을 방지하고자 하는 것이다.The present invention relates to a water-permeable flex road bicycle road pavement material and a method for paving the same, in particular, when rain, water or liquid flows on the surface layer of the bicycle or people walking emboss (unevenness) formed on the surface layer Permeable flex road bicycle road pavement packaging of the present invention is configured to flow down through a plurality of through holes formed in the upper portion of the pitcher reinforcement through the ground layer through the pitcher reinforcement layer and the auxiliary base layer to effectively discharge rain, water or liquid When rain, water, or liquid flows through the surface of the building by rain, natural disasters, etc., drainage and permeation is carried out to the ground through the opening of the pitcher's reinforcing bar, and bicycles and pedestrians passing by the surface of the surface are injured and scratched. It is to be prevented.

또한, 본 발명의 투수성 플렉스 로드 자전거 도로포장재 및 그 포장방법에 의해 시공된 표층은 입도 2mm~3mm로 분쇄된 칼라고무칩 40~50 중량부와 우레탄수지용액 50~60중량부를 균일하게 혼합하여 형성되었기 때문에 칼라고무칩모서리부가 우레탄수지용액과 혼합될 때 돌출됨으로써 엠보(요철)가 형성되어 이 표층의 엠보 (요철)의 표면이 부드럽고 신축성을 가지는 동시에 탄성을 가지게 되어 표층을 지나가는 보행자 또는 자전거 탑승자가 실수로 넘어지는 경우에도 찰과상 등의 부상을 최소로 줄일 수 있다.In addition, the permeable flex road bicycle road pavement material and the surface layer of the paving method of the present invention by uniformly mixing 40-50 parts by weight of colored rubber chips and 50-60 parts by weight of urethane resin solution crushed to a particle size of 2mm ~ 3mm Since it is formed, the embossed (uneven) surface is formed when the colored rubber chip edge portion is mixed with the urethane resin solution so that the surface of the embossed (uneven) surface of the surface layer is soft and elastic, and has elasticity. Even if the car accidentally falls down, injuries such as abrasions can be minimized.

일반적으로, 바닥 포장재는 광장, 도로, 인도, 보행로 등에서 다양하게 사용되고 있다.In general, floor pavement is used in a variety of ways, such as plazas, roads, sidewalks, walkways.

그러나 종래의 자전거 도로에 사용되는 바닥재는 표층이 단단한 재료로 구성되어 있어서, 비, 폭우, 우천 등으로 바닥에 물기가 있을 때 지반으로 물이 배출되지 않아 이 표층을 지나가는 자전거 탑승자나 보행자가 실수로 미끄러지게 되는 경우에 찰과상 등의 부상을 당하는 문제점이 있는 것이다.However, the flooring material used in the conventional bicycle road is composed of a hard surface material, so that water is not discharged to the ground when there is water on the floor due to rain, heavy rain, rainy weather, etc. If it slips, there is a problem of being injured, such as abrasions.

또한, 종래의 자전거 도로에 사용되는 바닥재는 표층이 단단하게 형성되어 있기 때문에 표층에서 지반(지하)으로 물이 원할하게 배수되지 않아 표층에 물이 고이는 문제점이 있는 것이다.In addition, the flooring used in the conventional bicycle road has a problem that water is accumulated in the surface layer because water is not smoothly drained from the surface layer to the ground (underground) because the surface layer is formed hard.

상기와 같은 종래기술의 문제점을 극복하기 위해, 본 발명은 투수성 플렉스 로드 자전거 도로포장재 및 그 포장방법에 관한 것으로, 특히, 자전거나 사람들이 보행하는 표층에 비, 물 또는 액체가 흐르는 경우 이 비, 물 또는 액체가 표층에 형성된 엠보(요철)를 거쳐 투수보강대의 상부에 형성된 다수의 통공을 통해 아래로 흘러들어가 표층에서 투수보강층과 보조기층을 거쳐서 지반으로 비, 물 또는 액체가 효과적으로 배출되도록 구성되어 본 발명의 투수성 플렉스 로드 자전거 도로포장재 포장방법으로 시공된 표층에 우천, 천재지변 등에 의해 비, 물 또는 액체가 흐르는 경우에 투수보강대의 통공을 통해 지반으로 배수 및 투수가 실시되어 표층을 지나가는 자전거 및 보행자가 미끄러져서 다치거나 찰과상을 입는 것을 방지하고자 하는 것이다.In order to overcome the problems of the prior art as described above, the present invention relates to a water-permeable flex road bicycle road pavement material and a method for packaging the same, in particular, when rain, water or liquid flows to the surface layer of the bicycle or people walking , Water or liquid flows down through a plurality of through holes formed in the upper part of the pitcher reinforcement through the emboss (unevenness) formed on the surface layer, and the rain, water or liquid is effectively discharged from the surface layer to the ground through the pitcher reinforcement layer and the auxiliary base layer When the rain, water or liquid flows to the surface layer constructed by the water-permeable flex road bicycle road pavement pavement method of the present invention, drainage and permeation are carried out to the ground through the permeation reinforcement of the ground to pass the surface layer This is to prevent the bicycle and pedestrians from slipping and getting injured or scratched.

또한, 본 발명의 투수성 플렉스 로드 자전거 도로포장재 및 그 포장방법에 의해 시공된 표층은 입도 2mm~3mm로 분쇄된 칼라고무칩 40~50 중량부와 우레탄수지용액 50~60중량부를 균일하게 혼합하여 형성되었기 때문에 칼라고무칩모서리부가 우레탄수지용액과 혼합될 때 돌출됨으로써 엠보(요철)가 형성되어 이 표층의 엠보(요철)의 표면이 부드럽고 신축성을 가지는 동시에 탄성을 가지게 되어 표층을 지나가는 보행자 또는 자전거 탑승자가 실수로 넘어지는 경우에도 찰과상 등의 부상을 최소로 줄일 수 있다.In addition, the permeable flex road bicycle road pavement material and the surface layer of the paving method of the present invention by uniformly mixing 40-50 parts by weight of colored rubber chips and 50-60 parts by weight of urethane resin solution crushed to a particle size of 2mm ~ 3mm Since it is formed, the embossed (uneven) surface is formed when the colored rubber chip edge portion is mixed with the urethane resin solution, so that the surface of the embossed (uneven) surface is soft and elastic, and has elasticity. Even if the car accidentally falls down, injuries such as abrasions can be minimized.

상기와 같은 목적을 달성하기 위한 본 발명의 구성을 첨부된 도면에 의거하여 보다 구체적으로 설명하면 다음과 같다.Referring to the configuration of the present invention for achieving the above object in more detail based on the accompanying drawings as follows.

본 발명의 구성은 지반 위에 직경30mm-40mm의 골재로 형성된 보조기층을 포함하는 투수성 플렉스 로드 자전거 도로포장재에 있어서,In the configuration of the present invention, in the water-permeable flex road bicycle road paving material comprising an auxiliary base layer formed of aggregate of 30mm-40mm diameter on the ground,

상기 보조기층 아래로 물이 잘 통과하도록 상기 보조기층의 상부에 입도 3mm~7mm로 분쇄하여 제조한 폐타이어칩 또는 폐플라스틱칩 6~10중량부, 6mm~25mm크기로 형성된 보강섬유 11~13중량부, 3mm-7mm크기로 분쇄된 폐유리 1-1.5중량부를 시멘트, 물 및 자갈이 혼합된 투수콘 70~82중량부와 균일하게 혼합하여 형성된 투수보강층과,6 to 10 parts by weight of waste tire chips or waste plastic chips manufactured by grinding to a particle size of 3 mm to 7 mm on top of the sub base layer so that water passes well under the sub base layer, and 11 to 13 weights of reinforcing fibers formed of 6 mm to 25 mm size. And a permeable reinforcing layer formed by uniformly mixing 1-1.5 parts by weight of waste glass crushed to a size of 3 mm-7 mm with 70 to 82 parts by weight of a pitcher cone mixed with cement, water, and gravel;

상기 투수보강층의 상부표면에 0.3mm-1mm두께로 아스콘 프라이머를 도포하여 접착력을 가지도록 형성된 프라이머층과,A primer layer formed to have an adhesive force by applying an ascon primer to the upper surface of the permeable reinforcement layer at a thickness of 0.3 mm-1 mm,

상기 프라이머층의 상부표면을 거쳐서 상기 투수보강층에 일정한 간격으로 고정되도록 양측단에 볼트 또는 나사가 삽입되는 다수의 통공이 형성되고, 상부에 물이 투수되도록 다수의 통공이 형성된 투수보강대와,A permeation reinforcing rod having a plurality of through holes formed at both ends thereof so as to be fixed to the permeable reinforcing layer at regular intervals through the upper surface of the primer layer, and having a plurality of through holes formed therethrough;

상부표면에 탄성을 가지는 엠보(요철)가 형성되도록 입도 2mm~3mm로 분쇄된 칼라고무칩 40~50 중량부와 우레탄수지용액 50~60중량부를 교반기에서 7~15분 동안 균일하게 혼합한 후 상기 프라이머층의 상부표면 및 상기 투수보강대 사이의 공간에 고압분사기로 분사하여 형성된 표층을 포함하여 구성되며,40 to 50 parts by weight of the colored rubber chip and 50 to 60 parts by weight of the urethane resin solution pulverized uniformly for 7 to 15 minutes in a stirrer to form an emboss (unevenness) having an elasticity on the upper surface thereof. It comprises a surface layer formed by spraying with a high-pressure jet in the space between the upper surface of the primer layer and the pitcher reinforcement,

상기 표층에 비, 물 또는 액체가 흐르는 경우 상기 비, 물 또는 액체가 상기 표층에 표면에 형성된 엠보(요철)를 거쳐 상기 투수보강대의 상부에 형성된 다수의 통공을 통해 아래로 흘러들어가 상기 투수보강층에서 보조기층으로 비, 물 또는 액체가 배출되는 것을 특징으로 하는 투수성 플렉스 로드 자전거 도로포장재를 제공하는 것이다.When rain, water, or liquid flows through the surface layer, the rain, water, or liquid flows down through a plurality of through holes formed in the upper portion of the permeable reinforcement through an emboss (unevenness) formed on the surface of the surface layer in the permeable reinforcement layer. It is to provide a water-permeable flex road bicycle road pavement characterized in that the rain, water or liquid is discharged to the auxiliary base layer.

또한, 상기 투수보강대는 녹이 슬지 않도록 스테인리스판으로 형성된 것을 특징으로 하는 투수성 플렉스 로드 자전거 도로포장재를 제공하는 것이다.In addition, the permeable reinforcing rod is to provide a water-permeable flex road bicycle road pavement, characterized in that formed of a stainless steel plate to prevent rust.

또한, 지반 위에 직경30mm-40mm의 골재로 형성된 보조기층을 형성하는 단계를 포함하는 투수성 플렉스 로드 자전거 도로포장재 포장방법에 있어서,In addition, in the permeable flex road bicycle road pavement packaging method comprising the step of forming an auxiliary base layer formed of aggregate of 30mm-40mm on the ground,

상기 보조기층 아래로 물이 잘 통과하도록 상기 보조기층의 상부에 입도 3mm~7mm로 분쇄하여 제조한 폐타이어칩 또는 폐플라스틱칩 6~10중량부, 6mm~25mm크기로 형성된 보강섬유 11~13중량부, 3mm-7mm크기로 분쇄된 폐유리 1-1.5중량부를 시멘트, 물 및 자갈이 혼합된 투수콘 70~82중량부와 균일하게 혼합하여 투수보강층을 형성하는 단계와,6 to 10 parts by weight of waste tire chips or waste plastic chips manufactured by grinding to a particle size of 3 mm to 7 mm on top of the sub base layer so that water passes well under the sub base layer, and 11 to 13 weights of reinforcing fibers formed of 6 mm to 25 mm size. Part 1, 1 to 1.5 parts by weight of crushed waste glass 3mm-7mm size uniformly mixed with 70-82 parts by weight of a pitcher cone mixed with cement, water and gravel to form a permeable reinforcement layer,

상기 투수보강층의 상부표면이 접착력을 가지도록 0.3mm-1mm두께로 아스콘 프라이머를 도포하여 프라이머층을 형성하는 단계와,Forming an primer layer by applying an ascon primer to the upper surface of the permeable reinforcement layer to a thickness of 0.3 mm-1 mm;

양측단에 볼트 또는 나사가 삽입되는 다수의 통공이 형성되고, 상부에 물이 투수되도록 다수의 통공이 형성된 투수보강대를 상기 프라이머층의 상부표면을 거쳐서 상기 투수보강층에 일정한 간격으로 고정하는 단계와,Fixing the permeable reinforcing reinforcing layer through the upper surface of the primer layer to the permeable reinforcing layer through the upper surface of the primer layer is formed a plurality of holes through which bolts or screws are inserted at both ends, and water is permeated thereon;

상부표면에 탄성을 가지는 엠보(요철)가 형성되도록 입도 2mm~3mm로 분쇄된 칼라고무칩 40~50 중량부와 우레탄수지용액 50~60중량부를 교반기에서 7~15분 동안 균일하게 혼합한 후 상기 프라이머층의 상부표면 및 상기 투수보강대 사이의 공간 에 고압분사기로 분사하여 표층을 형성하는 단계를 포함하여 구성되는 것을 특징으로 하는 투수성 플렉스 로드 자전거 도로포장재 포장방법을 제공하는 것이다.40 to 50 parts by weight of the colored rubber chip and 50 to 60 parts by weight of the urethane resin solution pulverized uniformly for 7 to 15 minutes in a stirrer to form an emboss (unevenness) having an elasticity on the upper surface thereof. It provides a water-permeable flex road bicycle road pavement packaging method comprising the step of forming a surface layer by spraying with a high-pressure spray into the space between the upper surface of the primer layer and the pitcher reinforcement.

본 발명은 따라서, 본 발명은 투수성 플렉스 로드 자전거 도로포장재의 표층에 우천 등으로 인하여 비, 물 또는 액체가 흐르는 경우 이 비, 물 또는 액체가 표층에 형성된 엠보(요철)를 거쳐 투수보강대의 상부에 형성된 다수의 통공을 통해 아래로 흘러들어가 표층에서 투수보강층과 보조기층을 거쳐서 지반으로 비, 물 또는 액체가 효과적으로 배출 및 투수됨으로써 표층을 지나가는 자전거 및 보행자가 미끄러져서 다치거나 찰과상을 입는 것을 방지할 수 있는 효과가 있다.The present invention, according to the present invention, when rain, water or liquid flows due to rain or the like on the surface layer of the permeable flex road bicycle road pavement, the rain, water or liquid through the emboss (unevenness) formed on the surface layer of the pitcher reinforcement Rain, water, or liquid flows down from the surface layer through the permeable reinforcement layer and the auxiliary base layer to prevent grounds and bicycles and pedestrians from passing through the surface layer to prevent injuries and abrasions. It can be effective.

또한, 본 발명의 투수성 플렉스 로드 자전거 도로포장재 및 그 포장방법에 의해 시공된 표층은 입도 2mm~3mm로 분쇄된 칼라고무칩 40~50 중량부와 우레탄수지용액 50~60중량부를 균일하게 혼합하여 형성되었기 때문에 칼라고무칩의 모서리부가 우레탄수지용액과 혼합될 때 돌출됨으로써 엠보(요철)가 형성되어 이 표층의 엠보의 표면이 부드럽고 신축성을 가지는 동시에 탄성을 가지게 되어 표층을 지나가는 보행자 또는 자전거 탑승자가 실수로 넘어지는 경우에도 표층에 형성된 엠보에 의해 부상을 최소로 줄일 수 있는 효과가 있다.In addition, the permeable flex road bicycle road pavement material and the surface layer of the paving method of the present invention by uniformly mixing 40-50 parts by weight of colored rubber chips and 50-60 parts by weight of urethane resin solution crushed to a particle size of 2mm ~ 3mm Because it is formed, the edge of the color rubber chip protrudes when mixed with the urethane resin solution to form embossing, and the surface of the embossed surface is soft and elastic, and elastic. Even when falling down, the embossing formed on the surface has the effect of reducing the injury to a minimum.

또한, 본 발명의 투수성 플렉스 로드 자전거 도로포장재 포장방법으로 시공된 표층에 일정한 간격으로 설치된 투수보강대의 통공를 통해 표층에서 흐르는 액체가 투수보강층, 보조기층을 통해 투수됨과 동시에 지반을 거처서 지하로 배출될 수 있어 투수성이 향상될 수 있다.In addition, the liquid flowing from the surface layer is permeated through the permeable reinforcement layer, auxiliary base layer through the permeable reinforcement installed at regular intervals on the surface layer constructed by the method of paving the road road paving material of the water-permeable flex road bicycle of the present invention to be discharged underground through the ground Can be improved water permeability.

본 발명의 구성으로부터 본 발명의 작용효과를 첨부된 도면을 참조하여 보다 구체적으로 설명하면 다음과 같다.Referring to the accompanying drawings, the effects of the present invention from the configuration of the present invention in more detail as follows.

도 1 및 도 2 에 도시된 바와 같이, 본 발명의 구성은 지반(1a) 위에 직경30-40mm의 골재(2)로 형성된 보조기층(3)을 포함하는 투수성 플렉스 로드 자전거 도로포장재(1)가 형성되어 있다.As shown in Figs. 1 and 2, the configuration of the present invention is a water-permeable flex road bicycle road paving material (1) comprising an auxiliary base layer (3) formed of aggregate 2 (30-40 mm in diameter) on the ground (1a) Is formed.

또한, 본 발명의 지면위에 형성되는 보조기층(3)은 직경30mm-40mm의 골재를 격자형으로 형성된 체에서 크기별로 선별될 수 있다.In addition, the auxiliary base layer (3) formed on the ground of the present invention can be selected by size in a sieve formed in a lattice of the aggregate of diameter 30mm-40mm.

또한, 상기 보조기층(3) 아래로 물이 잘 통과하도록 상기 보조기층(3)의 상부에 입도 3mm~7mm로 분쇄하여 제조한 폐타이어칩 또는 폐플라스틱칩(4) 6~10중량부, 6mm~25mm크기로 형성된 보강섬유(5) 11~13중량부, 3mm-7mm크기로 분쇄된 폐유리(6) 1-1.5중량부를 시멘트, 물 및 자갈이 혼합된 투수콘(7) 70~82중량부와 균일하게 혼합하여 형성된 투수보강층(8)을 형성한다. In addition, 6 to 10 parts by weight, 6 mm by weight of waste tire chips or waste plastic chips (4) manufactured by pulverizing the particle size of 3 mm to 7 mm in the upper portion of the sub-base layer 3 so that water passes well under the sub-base layer 3. 11 to 13 parts by weight of reinforcing fibers (5) formed to a size of ~ 25mm, 1-1.5 parts by weight of waste glass (6) crushed to 3mm-7mm size 70 to 82 weight of a pitcher cone (7) mixed with cement, water and gravel The permeable reinforcement layer 8 formed by uniformly mixing with the part is formed.

상기 투수보강층(8)의 구성요소인 분쇄된 폐타이어칩 또는 폐플라스틱칩(4)은 투수보강층(8)의 탄성 및 강도를 강화하기 위해 사용된다.The pulverized waste tire chip or waste plastic chip 4, which is a component of the permeable reinforcement layer 8, is used to reinforce the elasticity and strength of the permeable reinforcement layer 8.

또한, 투수보강층(8)의 구성요소인 폐유리(9)는 3mm-7mm크기로 예를 들면, 분쇄기(미도시)에 의해 작게 분쇄되며, 투수보강층(8)의 강도를 강화하기 위해 사용된다.In addition, the waste glass 9, which is a component of the permeable reinforcement layer 8, is smallly crushed by a grinder (not shown) to a size of 3 mm-7 mm, and is used to strengthen the strength of the permeable reinforcement layer 8. .

또한, 투수보강층(8)의 구성요소인 보강섬유는(5)는 투수콘(7)에 탄력성을 부여하여 휨에 대한 저항력를 강하게 하고, 투수콘(7)의 동결 융해에 대한 내구성 을 증대함과 동시에 투수콘(7)의 공극을 감소시켜 투수성과 압축강도를 향상시기는 작용을 한다.In addition, the reinforcing fiber (5) as a component of the permeable reinforcing layer (8) gives elasticity to the permeable cone (7) to strengthen the resistance to bending, and to increase the durability against freezing and melting of the permeable cone (7) and At the same time serves to improve the water permeability and compressive strength by reducing the gap of the pitcher cone (7).

또한, 투수보강층(8)의 구성요소인 투수콘(7)은 폐타이어칩 또는 폐플라스틱칩(4), 보강섬유는(5) 및 폐유리(9)와 일체로 결합하기 위해 사용된다.In addition, the pitcher cone 7 which is a component of the permeable reinforcement layer 8 is used to integrally combine with the waste tire chip or waste plastic chip 4, the reinforcing fibers 5 and the waste glass 9.

또한, 투수보강층(8)의 상부표면에 0.3mm-1mm두께로 아스콘 프라이머를 도포하여 투수보강층(8)의 상부표면이 접착력을 가지도록 프라이머층(9)이 형성되어 있다.Further, the primer layer 9 is formed so that the ascon primer is applied to the upper surface of the permeable reinforcing layer 8 with a thickness of 0.3 mm-1 mm so that the upper surface of the permeable reinforcing layer 8 has adhesive force.

이 프라이머층(9)은 투수보강층(8)의 상부표면이 접착력을 가지도록함으로써 투수보강층(8)의 상부표면에 적층되는 표층(15)의 하부표면을 견고하게 접착하기 위한 것이다. This primer layer 9 is for firmly adhering the lower surface of the surface layer 15 laminated on the upper surface of the permeable reinforcing layer 8 by allowing the upper surface of the permeable reinforcing layer 8 to have an adhesive force.

또한, 도 1, 도 2 및 도 3에 도시된 바와 같이, 상기 프라이머층(9)의 상부표면을 거쳐서 상기 투수보강층(8)에 일정한 간격으로 고정되도록 투수보강대(10)의 양측단에 볼트 또는 나사(미도시)가 삽입되는 다수의 통공(11)이 형성되어 있다.In addition, as shown in Figures 1, 2 and 3, through the upper surface of the primer layer (9) bolts or both ends of the permeable reinforcing table 10 to be fixed at regular intervals to the permeable reinforcing layer (8) A plurality of through holes 11 into which screws (not shown) are inserted are formed.

또한, 투수보강대(10)의 양측단에 형성된 다수의 통공(11)에 볼트 또는 나사를 삽입하고, 투수보강층(8)아래로 삽입하면 투수보강대(10)가 투수보강층(8)에 견고하게 고정될 수 있다.In addition, when the bolt or screw is inserted into the plurality of through holes 11 formed at both ends of the permeable reinforcement table 10 and inserted below the permeable reinforcing layer 8, the permeable reinforcing plate 10 is firmly fixed to the permeable reinforcing layer 8. Can be.

또한, 투수보강대(10)의 상부에는 물이 투수되도록 다수의 통공(12)이 형성되어있다.In addition, a plurality of through holes 12 are formed in the upper portion of the pitcher reinforcement 10 so that water is permeated.

또한, 자전거 또는 보행자가 지나가는 표층(15)은 그 상부표면이 탄성을 가 지는 엠보(요철)(20)가 형성되도록 입도 2mm~3mm로 분쇄된 칼라고무칩(13) 40~50 중량부와 우레탄수지용액(14) 50~60중량부를 교반기(미도시)에서 7~15분 동안 균일하게 혼합한 후 상기 프라이머층(9)의 상부표면 및 상기 투수보강대(10) 사이의 공간에 고압분사기(미도시)로 분사하여 형성된다.In addition, the surface layer 15, through which the bicycle or pedestrian passes, 40 to 50 parts by weight of the color rubber chip 13 and urethane pulverized with a particle size of 2 mm to 3 mm to form an emboss (unevenness) 20 having an upper surface thereof. 50 to 60 parts by weight of the resin solution 14 is uniformly mixed in a stirrer (not shown) for 7 to 15 minutes, and then a high-pressure injector is used in the space between the upper surface of the primer layer 9 and the permeable reinforcing rod 10. Is formed by spraying.

상기 표층(15)에 비, 물 또는 액체가 흐르는 경우 상기 비, 물 또는 액체가 상기 표층(15)의 표면에 형성된 엠보(요철)를 거쳐 상기 투수보강대의 상부에 형성된 다수의 통공을 통해 아래로 흘러들어가 상기 투수보강층(8)에서 보조기층(3)으로 비, 물 또는 액체가 배출됨으로써, 보조기층(3)의 아래의 지하로 물이 원할하게 배출될 수 있는 투수성 플렉스 로드 자전거 도로포장재(1)가 완성된다.When rain, water, or liquid flows through the surface layer 15, the rain, water, or liquid flows down through a plurality of through holes formed in an upper portion of the permeable reinforcement via an emboss (unevenness) formed on the surface of the surface layer 15. Permeable flex road bicycle road pavement material which flows into the subbase layer 3 from the permeable reinforcement layer 8 and discharges water, thereby allowing water to be discharged to the basement under the subbase layer 3 smoothly. 1) is completed.

따라서, 본 발명은 투수성 플렉스 로드 자전거 도로포장재(1)의 표층(15)에 우천 등으로 인하여 비, 물 또는 액체가 흐르는 경우 이 비, 물 또는 액체가 표층에 형성된 엠보(요철)를 거쳐 투수보강대(10)의 상부에 형성된 다수의 통공(12)을 통해 아래로 흘러들어가 표층(15)에서 투수보강층(8)과 보조기층(3)을 거쳐서 지반(1a)으로 비, 물 또는 액체가 효과적으로 배출 및 투수됨으로써 표층(15)을 지나가는 자전거 및 보행자가 미끄러져서 다치거나 찰과상을 입는 것을 방지할 수 있다.Therefore, in the present invention, when rain, water, or liquid flows through the surface layer 15 of the water-permeable flex road bicycle road pavement 1 due to rain or the like, the rain, water, or liquid is permeated through emboss (unevenness) formed on the surface layer. It flows down through a plurality of through holes 12 formed in the upper portion of the reinforcing table 10, and rain, water or liquid effectively flows from the surface layer 15 to the ground 1a via the permeable reinforcing layer 8 and the auxiliary base layer 3. By being discharged and pitched, the bicycle and pedestrians passing through the surface layer 15 can be prevented from slipping and getting injured or scratched.

또한, 본 발명의 투수성 플렉스 로드 자전거 도로포장재 및 그 포장방법에 의해 시공된 표층은 입도 2mm~3mm로 분쇄된 칼라고무칩(13) 40~50 중량부와 우레탄수지용액(14) 50~60중량부를 균일하게 혼합하여 형성되었기 때문에 칼라고무칩(13)의 모서리부가 우레탄수지용액(14)과 혼합될 때 돌출됨으로써 엠보(요철)(20)가 형 성되어 이 표층(15)의 엠보(요철)(20)의 표면이 부드럽고 신축성을 가지는 동시에 탄성을 가지게 되어 표층(15)을 지나가는 보행자 또는 자전거 탑승자가 실수로 넘어지는 경우에도 표층(15)에 형성된 엠보(20)에 의해 부상을 최소로 줄일 수 있다.In addition, the permeable flex road bicycle road pavement material and the surface layer of the paving method of the present invention is 40 to 50 parts by weight of the color rubber chip 13 and urethane resin solution (14) 50 to 60 crushed to a particle size of 2mm ~ 3mm Since it is formed by uniformly mixing the weight part, the edge portion of the colored rubber chip 13 protrudes when mixed with the urethane resin solution 14 to form an emboss (uneven) 20 to form the emboss (uneven) of the surface layer 15. The surface of the (20) is smooth and elastic and elastic at the same time, even if a pedestrian or cyclist passing by the surface 15 accidentally falls down, the injury is minimized by the emboss 20 formed on the surface 15. Can be.

또한, 본 발명의 표층(15)에서 일정한 간격으로 다수 설치되는 투수보강대(10)는 액체에 의해 녹이 슬지 않도록 스테인리스판으로 형성되어 있다.In addition, in the surface layer 15 of the present invention, a plurality of permeable reinforcing bars 10 installed at regular intervals are formed of a stainless steel plate so as not to rust with liquid.

또한, 본 발명의 투수성 플렉스 로드 자전거 도로포장재(1) 포장방법을 도 1 및 4를 참조하여 이하에 설명한다.In addition, the method of packing the water-permeable flex road bicycle road pavement material 1 of the present invention will be described below with reference to FIGS.

본 발명의 투수성 플렉스 로드 자전거 도로포장재(1) 포장방법은 지반(1a) 위에 직경30mm-40mm의 골재로 형성된 보조기층(3)을 형성한다(단계(S1)).The method of paving the water-permeable flex road bicycle road pavement material 1 of the present invention forms an auxiliary base layer 3 formed of aggregate having a diameter of 30 mm-40 mm on the ground 1a (step S1).

상기 보조기층(3) 아래로 물이 잘 통과하도록 상기 보조기층(3)의 상부에 입도 3mm~7mm로 분쇄하여 제조한 폐타이어칩 또는 폐플라스틱칩(4) 6~10중량부, 6mm~25mm크기로 형성된 보강섬유(5) 11~13중량부, 3mm-7mm크기로 분쇄된 폐유리(6) 1-1.5중량부를 시멘트, 물 및 자갈이 혼합된 투수콘(7) 70~82중량부와 균일하게 혼합하여 투수보강층(8)을 형성한다(단계(S2)).6 to 10 parts by weight of waste tire chips or waste plastic chips (4) manufactured by pulverizing the particle size of 3 mm to 7 mm in the upper part of the sub base layer 3 so that water passes well under the sub base layer 3, 6 mm to 25 mm 11-13 parts by weight of reinforcing fibers (5) formed in size, 1-1.5 parts by weight of crushed waste glass (6) of 3mm-7mm size, 70-82 parts by weight of a pitcher cone (7) mixed with cement, water and gravel; Mixing uniformly to form a permeable reinforcing layer (8) (step S2).

상기 투수보강층(8)의 상부표면이 접착력을 가지도록 0.3mm-1mm두께로 아스콘 프라이머를 도포하여 프라이머층을 형성한다(단계(S3)).The primer layer is formed by applying an ascon primer with a thickness of 0.3 mm-1 mm so that the upper surface of the permeable reinforcing layer 8 has adhesive strength (step S3).

양측단에 볼트 또는 나사가 삽입되는 다수의 통공(11)이 형성되고, 상부에 물이 투수되도록 다수의 통공(12)이 형성된 투수보강대(10)를 상기 프라이머층(9)의 상부표면을 거쳐서 상기 투수보강층(8)에 일정한 간격으로 고정한다(단계(S4)).A plurality of through holes 11 are formed at both ends, and a plurality of through holes 11 are formed therein, and a plurality of through holes 12 are formed through the upper surface of the primer layer 9 so that water is permeated therethrough. The permeable reinforcement layer 8 is fixed at regular intervals (step S4).

그 후, 상부표면에 탄성을 가지는 엠보(요철)(20)가 형성되도록 입도 2mm~3mm로 분쇄된 칼라고무칩(13)(EPDM, 우레탄칩) 40~50 중량부와 우레탄수지용액(14) 50~60중량부를 교반기에서 7~15분 동안 균일하게 혼합한 후 상기 프라이머층(9)의 상부표면 및 상기 투수보강대(10) 사이의 공간에 고압분사기로 분사하여 표층(15)을 형성하여 투수성 플렉스 로드 자전거 도로포장재(1)를 포장완료한다(단계(S5)).Thereafter, 40-50 parts by weight of the colored rubber chip 13 (EPDM, urethane chip) pulverized to a particle size of 2 mm to 3 mm to form an emboss (20) having elasticity on the upper surface and the urethane resin solution (14). After mixing 50 to 60 parts by weight uniformly in a stirrer for 7 to 15 minutes, and sprayed with a high-pressure injector in the space between the upper surface of the primer layer 9 and the pitcher reinforcement table 10 to form a surface layer 15 Complete the pavement of the road road road material (1) of the flex road (step S5).

따라서, 본 발명의 투수성 플렉스 로드 자전거 도로포장재(1) 포장방법으로 시공된 표층(15)에 일정한 간격으로 설치된 투수보강대(10)의 통공(12)를 통해 표층(15)에 형성된 엠보(20)를 거쳐(엠보 사이로) 흐르는 액체가 투수보강층(8), 보조기층(3)을 통해 투수됨과 동시에 지반(1a)을 거처서 지하로 배출될 수 있어 투수성이 향상될 수 있다.Therefore, the emboss 20 formed in the surface layer 15 through the through-hole 12 of the permeable reinforcing rod 10 installed at regular intervals on the surface layer 15 constructed by the method of paving the water-permeable flex road bicycle road pavement 1 of the present invention. The liquid flowing through (between the embossing) may be permeated through the permeable reinforcing layer 8 and the subsidiary base layer 3 and discharged through the ground 1a to the basement, thereby improving permeability.

또한, 또한, 본 발명의 투수성 플렉스 로드 자전거 도로포장재 및 그 포장방법에 의해 시공된 표층은 입도 2mm~3mm로 분쇄된 칼라고무칩(13) 40~50 중량부와 우레탄수지용액(14) 50~60중량부를 균일하게 혼합하여 형성되었기 때문에 칼라고무칩(13)의 모서리부가 우레탄수지용액(14)과 혼합될 때 돌출됨으로써 엠보(요철)(20)가 형성되어 이 표층(15)의 엠보(요철)(20)의 표면이 부드럽고 신축성을 가지는 동시에 탄성을 가지게 되어 표층(15)을 지나가는 보행자 또는 자전거 탑승자가 실수로 넘어지는 경우에도 표층(15)에 형성된 엠보(20)에 의해 부상을 최소로 줄일 수 있다.In addition, the permeable flex road bicycle road pavement material of the present invention and the surface layer constructed by the paving method is 40 to 50 parts by weight of the color rubber chips 13 and urethane resin solution (14) 50 crushed to a particle size of 2mm ~ 3mm Since the edge portion of the color rubber chip 13 is mixed with the urethane resin solution 14, the embossed portion 20 is formed by forming the embossed portion of the surface layer 15. The surface of the uneven) 20 is smooth and elastic, and has elasticity, so that even when a pedestrian or a cyclist passing by the surface 15 accidentally falls down, the injury is minimized by the emboss 20 formed on the surface 15. Can be reduced.

또한. 본 발명의 표층(15)의 구성요소인 칼라고무칩(13)은 미관이 미려하고, 탄성 및 강도가 높은 EPDM 또는 우레탄칩으로 형성되어 있고, 우레탄수지용액(14) 과 함께 혼합되기 때문에 칼라고무칩(13)의 모서리에 의해 표층(15)의 표면에 부드럽고, 탄성을 가지는 엠보(요철)가 형성될 수 있다.Also. The color rubber chip 13, which is a component of the surface layer 15 of the present invention, is made of EPDM or urethane chip having a beautiful appearance, high elasticity and strength, and is mixed with the urethane resin solution 14, so that the color rubber chip 13 An emboss (unevenness) having a smooth and elasticity may be formed on the surface of the surface layer 15 by the edge of the chip 13.

또한, 선택적으로, 표층(15)의 구성요소인 칼라고무칩(13)과 우레탄수지용액(14)에 형광물질 또는 항균물질 등을 첨가하여 표층(15)을 야간에도 식별할 수 있도록 함과 동시에 표층에 기생하는 세균을 감소시킬 수 있다.In addition, by selectively adding a fluorescent material or an antimicrobial material to the color rubber chip 13 and the urethane resin solution 14, which are components of the surface layer 15, the surface layer 15 can be identified at night. It can reduce the bacteria parasitic in the surface layer.

또한, 본 발명에 속하는 기술분야에서 통상의 숙련기술자들에 의해 다양한 변경 및 변형이 이루어지는 것은 물론인 것이다.In addition, it is a matter of course that various changes and modifications are made by those skilled in the art to which this invention belongs.

도 1은 본 발명의 투수성 플렉스 로드 자전거 도로포장재의 단면도이다.1 is a cross-sectional view of the water-permeable flex road bicycle road pavement material of the present invention.

도 2는 본 발명의 투수성 플렉스 로드 자전거 도로포장재를 개략적으로 도시한 사시도이다.Figure 2 is a perspective view schematically showing the water-permeable flex road bicycle road pavement material of the present invention.

도 3은 본 발명의 투수성 플렉스 로드 자전거 도로포장재의 표층의 투수를 위한 투수보강대를 나타내는 도면이다.3 is a view showing a pitcher reinforcement for the pitch of the surface layer of the water-permeable flex road bicycle road pavement of the present invention.

도 4는 본 발명의 투수성 플렉스 로드 자전거 도로포장재 포장방법을 나타내는 플로우차트이다.Figure 4 is a flow chart illustrating a water-permeable flex road bicycle road pavement packaging method of the present invention.

[도면의 주요부분에 대한 부호의 설명][Explanation of symbols on the main parts of the drawings]

1. 투수성 플렉스 로드 자전거 도로포장재1. Permeable Flex Road Bike Paving Materials

2. 골재 3. 보조기층2. Aggregate 3. Subbase

4. 페타이어칩 또는 폐플라스틱칩 5. 보강섬유4. Fetter chip or waste plastic chip 5. Reinforcement fiber

6. 폐유리 7. 투수콘6. Waste glass 7. Pitcher cone

8. 투수보강층 9. 프라이머층8. Permeable reinforcement layer 9. Primer layer

10. 투수보강대 11, 12. 통공10. Pitcher Reinforcement 11, 12. Opening

13. 칼라고무칩 14. 우레탄수지(용액)13. Color rubber chip 14. Urethane resin (solution)

15. 표층 20. 엠보(요철)15.Surface 20.Emboss

Claims (3)

지반 위에 직경30mm-40mm의 골재로 형성된 보조기층을 포함하는 투수성 플렉스 로드 자전거 도로포장재에 있어서,In the permeable flex road bicycle road paving material comprising an auxiliary base layer formed of aggregate of 30mm-40mm diameter on the ground, 상기 보조기층 아래로 물이 잘 통과하도록 상기 보조기층의 상부에 입도 3mm~7mm로 분쇄하여 제조한 폐타이어칩 또는 폐플라스틱칩 6~10중량부, 6mm~25mm크기로 형성된 보강섬유 11~13중량부, 3mm-7mm크기로 분쇄된 폐유리 1-1.5중량부를 시멘트, 물 및 자갈이 혼합된 투수콘 70~82중량부와 균일하게 혼합하여 형성된 투수보강층과,6 to 10 parts by weight of waste tire chips or waste plastic chips manufactured by grinding to a particle size of 3 mm to 7 mm on top of the sub base layer so that water passes well under the sub base layer, and 11 to 13 weights of reinforcing fibers formed of 6 mm to 25 mm size. And a permeable reinforcing layer formed by uniformly mixing 1-1.5 parts by weight of waste glass crushed to a size of 3 mm-7 mm with 70 to 82 parts by weight of a pitcher cone mixed with cement, water, and gravel; 상기 투수보강층의 상부표면에 0.3mm-1mm두께로 아스콘 프라이머를 도포하여 접착력을 가지도록 형성된 프라이머층과,A primer layer formed to have an adhesive force by applying an ascon primer to the upper surface of the permeable reinforcement layer at a thickness of 0.3 mm-1 mm, 상기 프라이머층의 상부표면을 거쳐서 상기 투수보강층에 일정한 간격으로 고정되도록 양측단에 볼트 또는 나사가 삽입되는 다수의 통공이 형성되고, 상부에 물이 투수되도록 다수의 통공이 형성된 투수보강대와,A permeation reinforcing rod having a plurality of through holes formed at both ends thereof so as to be fixed to the permeable reinforcing layer at regular intervals through the upper surface of the primer layer, and having a plurality of through holes formed therethrough; 상부표면에 탄성을 가지는 엠보(요철)가 형성되도록 입도 2mm~3mm로 분쇄된 칼라고무칩 40~50 중량부와 우레탄수지용액 50~60중량부를 교반기에서 7~15분 동안 균일하게 혼합한 후 상기 프라이머층의 상부표면 및 상기 투수보강대 사이의 공간에 고압분사기로 분사하여 형성된 표층을 포함하여 구성되며,40 to 50 parts by weight of the colored rubber chip and 50 to 60 parts by weight of the urethane resin solution pulverized uniformly for 7 to 15 minutes in a stirrer to form an emboss (unevenness) having an elasticity on the upper surface thereof. It comprises a surface layer formed by spraying with a high-pressure jet in the space between the upper surface of the primer layer and the pitcher reinforcement, 상기 표층에 비, 물 또는 액체가 흐르는 경우 상기 비, 물 또는 액체가 상기 표층에 표면에 형성된 엠보(요철)를 거쳐 상기 투수보강대의 상부에 형성된 다수의 통공을 통해 아래로 흘러들어가 상기 투수보강층에서 보조기층으로 비, 물 또는 액체가 배출되는 것을 특징으로 하는 투수성 플렉스 로드 자전거 도로포장재.When rain, water, or liquid flows through the surface layer, the rain, water, or liquid flows down through a plurality of through holes formed in the upper portion of the permeable reinforcement through an emboss (unevenness) formed on the surface of the surface layer in the permeable reinforcement layer. A permeable flex road bicycle road pavement, characterized in that rain, water or liquid is discharged to the auxiliary base layer. 제 1항에 있어서,The method of claim 1, 상기 투수보강대는 녹이 슬지 않도록 스테인리스판으로 형성된 것을 특징으로 하는 투수성 플렉스 로드 자전거 도로포장재.The permeable reinforcing rod is a water-permeable flex road bicycle road packaging material, characterized in that formed of a stainless steel plate to prevent rust. 지반 위에 직경30mm-40mm의 골재로 형성된 보조기층을 형성하는 단계를 포함하는 투수성 플렉스 로드 자전거 도로포장재 포장방법에 있어서,In the permeable flex road bicycle road pavement packaging method comprising the step of forming an auxiliary base layer formed of aggregate of 30mm-40mm on the ground, 상기 보조기층 아래로 물이 잘 통과하도록 상기 보조기층의 상부에 입도 3mm~7mm로 분쇄하여 제조한 폐타이어칩 또는 폐플라스틱칩 6~10중량부, 6mm~25mm크기로 형성된 보강섬유 11~13중량부, 3mm-7mm크기로 분쇄된 폐유리 1-1.5중량부를 시멘트, 물 및 자갈이 혼합된 투수콘 70~82중량부와 균일하게 혼합하여 투수보강층을 형성하는 단계와,6 to 10 parts by weight of waste tire chips or waste plastic chips manufactured by grinding to a particle size of 3 mm to 7 mm on top of the sub base layer so that water passes well under the sub base layer, and 11 to 13 weights of reinforcing fibers formed of 6 mm to 25 mm size. Part 1, 1 to 1.5 parts by weight of crushed waste glass 3mm-7mm size uniformly mixed with 70-82 parts by weight of a pitcher cone mixed with cement, water and gravel to form a permeable reinforcement layer, 상기 투수보강층의 상부표면이 접착력을 가지도록 0.3mm-1mm두께로 아스콘 프라이머를 도포하여 프라이머층을 형성하는 단계와,Forming an primer layer by applying an ascon primer to the upper surface of the permeable reinforcement layer to a thickness of 0.3 mm-1 mm; 양측단에 볼트 또는 나사가 삽입되는 다수의 통공이 형성되고, 상부에 물이 투수되도록 다수의 통공이 형성된 투수보강대를 상기 프라이머층의 상부표면을 거쳐서 상기 투수보강층에 일정한 간격으로 고정하는 단계와,Fixing the permeable reinforcing reinforcing layer through the upper surface of the primer layer to the permeable reinforcing layer through the upper surface of the primer layer is formed a plurality of holes through which bolts or screws are inserted at both ends, and water is permeated thereon; 상부표면에 탄성을 가지는 엠보(요철)가 형성되도록 입도 2mm~3mm로 분쇄된 칼라고무칩 40~50 중량부와 우레탄수지용액 50~60중량부를 교반기에서 7~15분 동안 균일하게 혼합한 후 상기 프라이머층의 상부표면 및 상기 투수보강대 사이의 공간에 고압분사기로 분사하여 표층을 형성하는 단계를 포함하여 구성되는 것을 특징으로 하는 투수성 플렉스 로드 자전거 도로포장재 포장방법.40 to 50 parts by weight of the colored rubber chip and 50 to 60 parts by weight of the urethane resin solution pulverized uniformly for 7 to 15 minutes in a stirrer to form an emboss (unevenness) having an elasticity on the upper surface thereof. Permeable flex road bicycle road pavement packaging method characterized in that it comprises a step of forming a surface layer by spraying with a high-pressure spray into the space between the upper surface of the primer layer and the pitcher reinforcement.
KR20070135206A 2007-12-21 2007-12-21 The flex road elasticity pavement for a bicycle and the method for executing the flex road elasticity pavement KR100830986B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR20070135206A KR100830986B1 (en) 2007-12-21 2007-12-21 The flex road elasticity pavement for a bicycle and the method for executing the flex road elasticity pavement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR20070135206A KR100830986B1 (en) 2007-12-21 2007-12-21 The flex road elasticity pavement for a bicycle and the method for executing the flex road elasticity pavement

Publications (1)

Publication Number Publication Date
KR100830986B1 true KR100830986B1 (en) 2008-05-20

Family

ID=39664757

Family Applications (1)

Application Number Title Priority Date Filing Date
KR20070135206A KR100830986B1 (en) 2007-12-21 2007-12-21 The flex road elasticity pavement for a bicycle and the method for executing the flex road elasticity pavement

Country Status (1)

Country Link
KR (1) KR100830986B1 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101146300B1 (en) 2009-08-31 2012-05-21 강릉원주대학교산학협력단 Construction method of pavement structure for bicycle
CN104195919A (en) * 2014-08-27 2014-12-10 成都市容德建筑劳务有限公司 Gravel waste sidewalk construction process
CN108249808A (en) * 2018-02-01 2018-07-06 四川内师检验检测有限责任公司 A kind of concrete admixture made using building castoff
CN109024138A (en) * 2018-08-03 2018-12-18 温州路铭建设有限公司 Town road crosses bituminous grout concrete pavement construction engineering method
CN109024139A (en) * 2018-08-03 2018-12-18 温州路铭建设有限公司 Town road crosses bituminous grout concrete road surface structure

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200213133Y1 (en) 2000-09-04 2001-02-15 주식회사우대기술단 Pavement Utilizing Used Plastic
KR100441861B1 (en) 2002-02-26 2004-07-27 김인중 Paving method of paving materials which contain waste tire and urthane rubber chip
KR100604212B1 (en) 2006-02-23 2006-07-25 주식회사 케이씨앤지 The construction method of elastic paving material having a water permeability
JP2007085117A (en) 2005-09-26 2007-04-05 Shinichiro Hayashi New civil engineering material and pavement having through-hole using it
KR100726451B1 (en) 2005-11-28 2007-06-11 주식회사 태영알이씨 A method for executing water-penetrating FLEXSTEP elasticity pavement using the waste tire, urethane EPDM, and color rubber chip

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200213133Y1 (en) 2000-09-04 2001-02-15 주식회사우대기술단 Pavement Utilizing Used Plastic
KR100441861B1 (en) 2002-02-26 2004-07-27 김인중 Paving method of paving materials which contain waste tire and urthane rubber chip
JP2007085117A (en) 2005-09-26 2007-04-05 Shinichiro Hayashi New civil engineering material and pavement having through-hole using it
KR100726451B1 (en) 2005-11-28 2007-06-11 주식회사 태영알이씨 A method for executing water-penetrating FLEXSTEP elasticity pavement using the waste tire, urethane EPDM, and color rubber chip
KR100604212B1 (en) 2006-02-23 2006-07-25 주식회사 케이씨앤지 The construction method of elastic paving material having a water permeability

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101146300B1 (en) 2009-08-31 2012-05-21 강릉원주대학교산학협력단 Construction method of pavement structure for bicycle
CN104195919A (en) * 2014-08-27 2014-12-10 成都市容德建筑劳务有限公司 Gravel waste sidewalk construction process
CN108249808A (en) * 2018-02-01 2018-07-06 四川内师检验检测有限责任公司 A kind of concrete admixture made using building castoff
CN109024138A (en) * 2018-08-03 2018-12-18 温州路铭建设有限公司 Town road crosses bituminous grout concrete pavement construction engineering method
CN109024139A (en) * 2018-08-03 2018-12-18 温州路铭建设有限公司 Town road crosses bituminous grout concrete road surface structure

Similar Documents

Publication Publication Date Title
KR100965122B1 (en) A construction process of water permeability pavement for bicycle
KR100830986B1 (en) The flex road elasticity pavement for a bicycle and the method for executing the flex road elasticity pavement
KR100697037B1 (en) Permeable and elastic pavement blocks
KR100734177B1 (en) Elastic pavement structure having a mesh frame
KR100614439B1 (en) Three-layered elastic paving material
KR100659768B1 (en) Drain apparatus of elastic pavement mixed
US7097382B2 (en) Elastic drainage pavement comprising waste polyurethane chips for use on existing roads and a paving method using the same
KR100404679B1 (en) pavement overlaid with waste tire chip composition
KR101841645B1 (en) Block system comprising pavement panel for sidewalk and road with function of water catchment and construction method of the same
KR100765459B1 (en) The construction method of elastic paving material having a water permeability
KR100704723B1 (en) Paving-material having elasticity and water permeability and constructing method of paving-material having elasticity and water permeability
Ciccu et al. Recycling of secondary raw materials from end-of-life car tires
KR200378316Y1 (en) Double layer paying material which is used by recycle tire,grit, and colored rubber
KR100497995B1 (en) Elastic permeable pavement comprising waste polyurethane chips for use on new roads and a paving method using the same
KR20110109327A (en) Water premeable paving material using fine granule type wood chip and its paving method using it thereof
KR200368103Y1 (en) Double layer paying material which is used by recycle tire,grit, and colored rubber.
KR200420417Y1 (en) Drain apparatus of Elastic pavement mixed
KR100592962B1 (en) Pavemnting asphalt having permeability and drainability and the manufacturing method thereof
KR20090030472A (en) The construction method of the paving layers having an elasticity
CN111119004A (en) Plastic track with good anti-skid effect and construction process
JPH111903A (en) Water permeable elastic paving material and water permeable elastic paving method
KR100636024B1 (en) Paving construction and paving method using luminous urethane
KR200289644Y1 (en) Water Permeable concrete pavement structure with waste tire chip composition
KR102093355B1 (en) Star Pass Block Manufacturing Method Using Photoluminescent Eco Chip and Star Pass Block
KR20050049821A (en) Construction method for paving elasticity floor of permeability

Legal Events

Date Code Title Description
A201 Request for examination
A302 Request for accelerated examination
E701 Decision to grant or registration of patent right
GRNT Written decision to grant
FPAY Annual fee payment

Payment date: 20130429

Year of fee payment: 6

FPAY Annual fee payment

Payment date: 20140530

Year of fee payment: 7

LAPS Lapse due to unpaid annual fee