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KR100889521B1 - How to pave roads where water and sewage pipes are buried using recycled rubber mats - Google Patents

How to pave roads where water and sewage pipes are buried using recycled rubber mats Download PDF

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Publication number
KR100889521B1
KR100889521B1 KR1020080083571A KR20080083571A KR100889521B1 KR 100889521 B1 KR100889521 B1 KR 100889521B1 KR 1020080083571 A KR1020080083571 A KR 1020080083571A KR 20080083571 A KR20080083571 A KR 20080083571A KR 100889521 B1 KR100889521 B1 KR 100889521B1
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water
mat
sewage
protective layer
road
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Korean (ko)
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이정수
김종길
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김종길
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    • 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
    • E01C9/00—Special pavings; Pavings for special parts of roads or airfields
    • E01C9/08—Temporary pavings
    • 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
    • E01C11/16—Reinforcements
    • 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
    • E01C23/00—Auxiliary devices or arrangements for constructing, repairing, reconditioning, or taking-up road or like surfaces
    • E01C23/06—Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road
    • E01C23/09—Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road for forming cuts, grooves, or recesses, e.g. for making joints or channels for markings, for cutting-out sections to be removed; for cleaning, treating, or filling cuts, grooves, recesses, or fissures; for trimming paving edges
    • E01C23/0966—Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road for forming cuts, grooves, or recesses, e.g. for making joints or channels for markings, for cutting-out sections to be removed; for cleaning, treating, or filling cuts, grooves, recesses, or fissures; for trimming paving edges for filling or priming, with or without working the surface of the filling or applying particulate material thereto, e.g. for filling the joints of stone-sett paving
    • E01C23/0986—Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road for forming cuts, grooves, or recesses, e.g. for making joints or channels for markings, for cutting-out sections to be removed; for cleaning, treating, or filling cuts, grooves, recesses, or fissures; for trimming paving edges for filling or priming, with or without working the surface of the filling or applying particulate material thereto, e.g. for filling the joints of stone-sett paving with preformed elements, e.g. joint strips
    • 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
    • E01C5/00—Pavings made of prefabricated single units
    • E01C5/18—Pavings made of prefabricated single units made of rubber units
    • 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
    • E01C2201/00—Paving elements
    • E01C2201/16—Elements joined together
    • E01C2201/167—Elements joined together by reinforcement or mesh

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Road Paving Structures (AREA)

Abstract

본 발명은 재생고무매트를 이용하여 상하수관거가 매설되는 도로의 가포장방법에 관한 것으로, 상하수관거를 도로에 매설한 후 아스팔트 포장을 하기 전에 상하수관거를 덮는 보호층의 흙이 비산되지 않도록 하고, 보호층이 평탄하지 않더라도 표면의 평탄성을 확보할 수 있으며, 재활용이 가능하도록 함을 목적으로 한다.The present invention relates to a pavement paving method of roads where water and sewage pipes are buried using reclaimed rubber mats, so that the soil of the protective layer covering the water and sewage pipes before the asphalt pavement after the water and sewage pipes are buried on the road, Even if the protective layer is not flat, it is possible to secure the flatness of the surface and to allow recycling.

본 발명에 의한 재생고무매트를 이용하여 상하수관거가 매설되는 도로의 가포장방법은, 상하수관거(5)를 시공하기 위하여 도로 변을 굴착하여 골(3)을 형성하는 제1단계와; 상기 골(3)의 바닥부에 기초 콘크리트층(4)을 설치하여 상하수관거(5)의 안정된 배관 공간을 마련하는 제2단계와; 제2단계에 의해 설치된 기초 콘크리트층(4) 위에 다수의 상하수관거(5)를 삽입하여 서로 관이음함으로써 배관하는 제3단계와; 상기 제3단계에 의해 배관된 상하수관거를 덮어 보호층(6)을 형성하는 제4단계와; 상기 제4단계에 의해 형성된 보호층 위에 고무를 재질로 하는 평평한 판상의 매트 몸체(11), 상기 매트 몸체의 내부에 일방향을 따라 삽입되는 보강와이어(12), 상기 매트 몸체의 상면에 상호 간에 일정 간격을 두고 일방향을 따라 형성되는 다수의 배수홈(13), 상기 매트 몸체의 저면에 하부를 향해 반구형으로 돌출 형성되는 지지돌기(14), 상기 매트 몸체의 일측과 타측에 서로 대칭되도록 형성되는 연결돌기(15)와 연결홈(16)으로 이루어진 재생고무매트(10)를 깔아 덮는 제5단계를 포함하고, 상기 제5단계에서는 상기 재생고무매트(10)의 연결돌기(15)와 연결홈(16)을 서로 연결하여 상기 재생고무매트들을 서로 결속하고, 상기 재생고무매트의 상면과 상기 도로의 노면이 동일한 높이를 이루도록 상기 재생고무매트를 가압하여 다짐한다.The provisional paving method for roads in which water and sewage conduits are embedded using reclaimed rubber mats according to the present invention includes: a first step of excavating the sides of the road to construct water and sewage conduits (5); Installing a foundation concrete layer (4) at the bottom of the valley (3) to provide a stable piping space of the water and sewage pipe (5); A third step of piping by inserting a plurality of water and sewage conduits 5 on the foundation concrete layer 4 installed by the second step and pipering each other; A fourth step of forming a protective layer (6) by covering the water and sewage pipes piped by the third step; A flat plate-like mat body 11 made of rubber on the protective layer formed by the fourth step, a reinforcing wire 12 inserted in one direction inside the mat body, and are fixed to each other on an upper surface of the mat body. A plurality of drainage grooves 13 formed along one direction at intervals, support protrusions 14 protruding hemispherically toward the bottom on the bottom of the mat body, the connection is formed to be symmetrical on one side and the other side of the mat body And a fifth step of covering the recycled rubber mat 10 formed of the protrusions 15 and the connection grooves 16. In the fifth step, the connection protrusions 15 and the connection grooves of the recycled rubber mat 10 are covered. 16) are connected to each other to bind the recycled rubber mats to each other, and press the compacted rubber mat so that the upper surface of the recycled rubber mat and the road surface of the road to the same height.

Description

재생고무매트를 이용하여 상하수관거가 매설되는 도로의 가포장방법{METHOD FOR TEMPORARY PAVEMENT ROAD LAID WATER SUPPLY AND DRAIN PIPE USING RECLAIMED RUBBER MAT}Method for paving roads where water and sewage conduits are buried using recycled rubber mats {METHOD FOR TEMPORARY PAVEMENT ROAD LAID WATER SUPPLY AND DRAIN PIPE USING RECLAIMED RUBBER MAT}

본 발명은 재생고무매트를 이용하여 상하수관거가 매설되는 도로의 가포장방법에 관한 것으로서, 더욱 상세하게는 상하수관거를 도로에 매설한 후 아스팔트 포장을 하기 전에 상하수관거를 덮는 보호층의 흙이 비산되지 않도록 하고, 보호층이 평탄하지 않더라도 표면의 평탄성을 확보할 수 있는 재생고무매트를 이용하여 상하수관거가 매설되는 도로의 가포장방법에 관한 것이다.The present invention relates to a pavement paving method for roads where water and sewage pipes are buried using reclaimed rubber mats, and more specifically, the soil of the protective layer covering water and sewage pipes is scattered before the asphalt pavement after the water and sewage pipes are buried. The present invention relates to a pavement method for paving roads where water and sewage pipes are embedded using recycled rubber mats capable of securing the surface flatness even if the protective layer is not flat.

일반적으로 각종 유체의 이동 통로 역할을 하는 상수관, 하수관, 가스관 등은 땅속에 매설하고 있는데, 도시에서는 생활기반시설(주택, 도로 등)이 이미 완성되어 있는 상태이므로 기존의 도로를 따라 매설되고 있는 실정에 있다.In general, water pipes, sewer pipes, gas pipes, etc., which serve as passages for various fluids, are buried in the ground. In the city, the infrastructure for living (housing, roads, etc.) is already completed, and they are buried along the existing roads. There is a situation.

예컨대 주택가 도로는 일반 차도에 비하여 그 폭이 매우 좁고 또한 사람의 통행이 빈번한 관계로 인하여 배관을 매설하는데 기본적으로 많은 문제점을 안고는 있지만 매설 작업을 수행하는 각 건설업체에서는 민원문제 때문에 작업을 빠른 시간에 끝내야 하는 가장 큰 부담을 안고 있다.For example, residential roads are much narrower than general roadways, and there are many problems in laying pipes due to the frequent traffic flows. To bear the biggest burden to finish.

즉, 주택가 도로인 골목길은 그 폭이 좁아 공사 자재의 운반 및 중장비의 진입이 어렵고, 사람의 통행이 빈번하여 공사 중에 안전사고의 위험성이 높으며, 빠른 시간에 작업을 완료하다 보면 부실공사가 일어날 수 있다.In other words, alleyways, which are residential roads, are narrow in width, making it difficult to transport construction materials and entering heavy equipment, and the traffic of people is frequent, increasing the risk of safety accidents during construction. have.

따라서 특히 주택가 도로에 배관을 매설하는 각 건설업체에서는 상기한 문제점을 감안하여 배관 매설 공사를 수행하고는 있지만 아직까지 이렇다 할 구조를 갖지 못하고 기존에 부터 전해오던 구조를 갖도록 배관 매설공사를 수행하고 있고, 다만 작업시간을 단축하기 위하여 일시에 많은 수의 작업인원을 투입하거나 밤늦게까지 작업을 수행하고 있는 실정에 있다.Therefore, in particular, each construction company that embeds pipes on residential roads has carried out the pipe laying work in consideration of the above problems, but it does not have such a structure yet, and has carried out the pipe laying work so as to have a structure that has been transmitted from the past. However, in order to shorten the working time, a large number of workers are added at a time or work is performed late at night.

종래 상하수관거의 매설구조를 살펴보면 다음과 같다.Looking at the buried structure of the conventional water and sewage pipe as follows.

도 1에서 보이는 것처럼, 도로(1) 예를 들어 보도(2)에 인접한 도로변에 골(3)을 굴착 형성한 후, 골(3)의 바닥면에는 기초 콘크리트층(4)을 타설하거나 지지대를 설치하며, 기초 콘크리트층(4)이나 상기 지지대 위에는 복수개의 상하수관거(5)를 삽입하고, 골(3) 내부에 흙을 채워 보호층(6)을 형성하며, 최종적으로 보호층(6) 위에 포장재를 시공한다. 상기 포장재는 도로(1)와 동일한 아스팔트 포장이다.As shown in FIG. 1, after excavating and forming a valley 3 on a road 1, for example, a roadside adjacent to a sidewalk 2, the base surface of the valley 3 is placed with a foundation concrete layer 4 or a support. And a plurality of water and sewage pipes 5 are inserted on the foundation concrete layer 4 or the support, filled with soil in the valley 3 to form a protective layer 6, and finally on the protective layer 6. Install the packaging. The pavement is the same asphalt pavement as the road 1.

그러나, 종래 상하수관거 매설구조에 따르면, 작업 여건 상 보호층(6)을 형성한 직후 포장재를 포설하지 못하고 보호층(6)을 형성한 후 오랜 시간이 경과한 후 포장재를 포설하고 있다.However, according to the conventional water and sewage pipe laying structure, the packaging material is not installed immediately after the protective layer 6 is formed in the working condition, but after the long time has elapsed after the protective layer 6 is formed.

이때, 포장재를 시공할 때까지 도로(1)의 통행을 막을 수는 없는 것이므로 보호층(6) 위에 보조기층재를 포설하거나 보호층(6)이 그대로 노출되도록 한 상태에서 차량의 통행을 개시하기 때문에 보조기층재나 보호층(6)의 비산이 일어나고 있으며, 보조기층재나 보호층(6)을 평탄하게 작업한다 하여도 그 평탄성이 확보되지 못하여 차량 운행시 차량이 상하로 요동하여 쾌적한 운전성을 제공하지 못하고 있다. 또한, 가포장 상태에서는 우수의 배수를 감안하지 않고 있기 때문에 우수에 의해 보호층이 침하되어 평탄성의 불균일이 더욱 심화되고 있다.At this time, since the passage of the road 1 cannot be blocked until the pavement is constructed, an auxiliary base material is installed on the protective layer 6 or the vehicle starts to pass with the protective layer 6 exposed. The auxiliary base material or the protective layer 6 is scattered, and even if the auxiliary base material or the protective layer 6 is flat, the flatness is not secured, and the vehicle swings up and down when driving the vehicle to provide comfortable driving. I can't. In addition, since the drainage of rainwater is not considered in the provisional packing state, the protective layer is settled by rainwater, and the unevenness of flatness is deepened further.

한편, 보호층(6) 위에 부직포를 덮어 비산을 막을 수는 있지만 평탄성을 확보할 수 없는 문제점을 그대로 안고 있고, 부직포가 쉽게 찢어져 재기능을 수행하지 못하며, 부직포에 의한 폐기물만 발생되고 있는 실정이다.On the other hand, covering the non-woven fabric on the protective layer (6) to prevent the scattering, but has the problem of not being able to secure the flatness, the non-woven fabric is easily torn to perform a re-function, only the waste caused by the non-woven fabric is generated. .

본 발명은 상기와 같은 문제점을 해결하기 위한 것으로, 상하수관거를 도로에 시공한 후 아스팔트 포장을 하기 전에 상하수관거를 덮는 보호층의 흙이 비산되지 않도록 하고, 보호층이 평탄하지 않더라도 표면의 평탄성을 확보할 수 있는 재생고무매트를 이용하여 상하수관거가 매설되는 도로의 가포장방법을 제공하는데 그 목적이 있다.The present invention is to solve the above problems, after the installation of water and sewage pipes on the road before the asphalt pavement, so that the soil of the protective layer covering the water and sewage pipes do not scatter, even if the protective layer is not flat surface flatness The purpose is to provide a paving method for roads where water and sewage pipes are buried using reclaimed rubber mats.

전술한 바와 같은 목적을 달성하기 위한 본 발명에 의한 재생고무매트를 이용하여 상하수관거가 매설되는 도로의 가포장방법은, 상하수관거를 시공하기 위하여 도로 변을 굴착하여 골을 형성하는 제1단계와; 상기 골의 바닥부에 기초 콘크리트층을 설치하여 상하수관거의 안정된 배관 공간을 마련하는 제2단계와; 제2단계에 의해 설치된 기초 콘크리트층 위에 다수의 상하수관거를 삽입하여 서로 관이음함으로써 배관하는 제3단계와; 상기 제3단계에 의해 배관된 상하수관거를 덮어 보호층을 형성하는 제4단계와; 상기 제4단계에 의해 형성된 보호층 위에 재생고무매트를 깔아 덮는 제5단계를 포함하여 이루어진 것을 특징으로 한다.The paving method for roads in which water and sewage conduits are embedded using reclaimed rubber mats according to the present invention for achieving the above object includes a first step of excavating roadsides to form a goal for constructing water and sewage conduits; ; A second step of providing a stable piping space of water and sewage pipe by installing a foundation concrete layer at the bottom of the valley; A third step of piping by inserting a plurality of water and sewage pipes on the foundation concrete layer installed by the second step and pipering each other; A fourth step of forming a protective layer by covering the water and sewage pipes piped by the third step; And a fifth step of covering the recycled rubber mat on the protective layer formed by the fourth step.

본 발명에 따른 재생고무매트를 이용하여 상하수관거가 매설되는 도로의 가포장방법에 의하면, 재생고무매트가 상하수관거를 보호하는 보호층을 덮어 보호층의 흙이 비산되지 않으므로 비산 먼지에 의한 민원 발생을 미연에 방지할 수 있다.According to the provisional paving method of the road where water and sewage pipes are embedded using the recycled rubber mat according to the present invention, since the soil of the protective layer is not scattered by covering the protective layer protecting the water and sewage pipes, civil complaints are caused by scattering dust. Can be prevented in advance.

그리고, 보호층의 표면이 평탄하지 않더라도 재생고무매트의 표면이 기존 도로의 노면과 동일한 높이로 깔려 기존 도로와 가포장된 부분을 통과할 때 차량의 차고가 변하지 않으므로 쾌적한 운전성을 확보할 수 있다.And even if the surface of the protective layer is not flat, the surface of the recycled rubber mat is laid at the same height as the road surface of the existing road, so that the vehicle's garage does not change when passing through the existing road and the paved portion, thereby ensuring comfortable driving performance. .

또한, 재생고무매트는 자체 탄성력과 강도를 갖고 있기 때문에 아스팔트 포장 후 재사용이 가능하여 장기간의 유지비용을 절감할 수 있다.In addition, the recycled rubber mat has its own elasticity and strength, so it is possible to reuse the asphalt pavement, thereby reducing the long-term maintenance cost.

또한, 재생고무매트의 배수로를 통해 우수가 배수구로 배수되어 보호층의 침하가 일어나지 않으므로 보호층의 침하에 따른 안전사고를 방지할 수 있는 등의 효과가 있다.In addition, rainwater is drained to the drain through the drainage channel of the recycled rubber mat, so that the subsidence of the protective layer does not occur, thereby preventing safety accidents caused by the subsidence of the protective layer.

도 2에서 보이는 것처럼, 본 발명에 의한 재생고무매트를 이용하여 상하수관거가 매설되는 도로의 가포장방법은, 상하수관거(5)를 시공하기 위하여 도로 변을 굴착하여 골(3)을 형성하는 제1단계와; 골(3)의 바닥부에 기초 콘크리트층(4)을 설치하여 상하수관거(5)의 안정된 배관 공간을 마련하는 제2단계와; 제2단계에 의해 설치된 기초 콘크리트층(4) 위에 다수의 상하수관거(5)를 삽입하여 서로 관이음함으로써 배관하는 제3단계와; 상기 제3단계에 의해 배관된 상하수관거(5)를 덮어 보호층(6)을 형성하는 제4단계와; 상기 제4단계에 의해 형성된 보호층 위에 재생고무매트(10)를 설치하는 제5단계로 이루어진다.As shown in FIG. 2, the pavement method for roads in which water and sewage pipes are embedded using reclaimed rubber mats according to the present invention includes a method of excavating the sides of the road to form the valleys 3 in order to construct the water and sewage pipes 5. Step 1; Installing a foundation concrete layer (4) at the bottom of the valley (3) to provide a stable piping space of the water and sewage pipe (5); A third step of piping by inserting a plurality of water and sewage conduits 5 on the foundation concrete layer 4 installed by the second step and pipering each other; A fourth step of forming a protective layer 6 by covering the water and sewage pipe 5 piped by the third step; The fifth step of installing the recycled rubber mat 10 on the protective layer formed by the fourth step.

도 3과 도 4에서 보이는 것처럼, 재생고무매트(10)는, 고무를 재질로 하는 평평한 판상의 매트 몸체(11), 매트 몸체(11)의 내부에 삽입되는 보강와이어(12), 매트 몸체(11)의 상면에 형성되는 배수홈(13), 매트 몸체(11)가 보호층(6)에서 미끄러지지 않도록 지지하는 지지돌기(14)로 구성된다.As shown in Figure 3 and 4, the recycled rubber mat 10 is a flat plate-like mat body 11 made of rubber, the reinforcing wire 12 inserted into the mat body 11, the mat body ( The drain groove 13 formed on the upper surface of the 11), the mat body 11 is composed of a support protrusion 14 for supporting so as not to slip in the protective layer (6).

매트 몸체(11)는 차량으로부터 가해지는 동적하중을 흡수하여 보호층(6)에 전가되지 않도록 하는 강도와 탄성력을 갖는 고무를 재질로 한다.The mat body 11 is made of a rubber having strength and elasticity to absorb the dynamic load applied from the vehicle so as not to be transferred to the protective layer 6.

보강와이어(12)는 매트 몸체(11)의 휨변형을 지연 내지 방지하기 위한 것으로, 예컨대 원형단면의 길이가 긴 형태이며, 스틸, 유리섬유 등을 재질로 할 수 있다.The reinforcing wire 12 is for delaying or preventing bending deformation of the mat body 11, for example, having a long length of a circular cross section, and may be made of steel, glass fiber, or the like.

배수홈(13)은 우수가 보호층(6)에 침투하지 않고 일방향(도로에 기 형성된 배수구)을 향해 형성된다.The drain groove 13 is formed toward one direction (drain hole formed in the road) without the rainwater penetrating the protective layer 6.

배수홈(13)은 매트 몸체(11)의 강도와 배수를 감안하여 다수개가 상호 간에 일정 간격을 두고 형성되는 것이 바람직하다.The drain groove 13 is preferably formed at a predetermined interval from each other in consideration of the strength and drainage of the mat body (11).

지지돌기(14)는 매트 몸체(11)의 저면에 하부를 향해 돌출 형성되어 보호층(6)과의 마찰력에 의해 매트 몸체(11)가 미끄러지지 않도록 하며, 차량으로부터 전가되는 하중을 보호층(6)을 통해 분산시킨다.The support protrusion 14 protrudes downward from the bottom of the mat body 11 to prevent the mat body 11 from slipping by the frictional force with the protective layer 6, and the load transferred from the vehicle to the protective layer 6. Disperse through).

이와 같이 구성된 재생고무매트(10)는 길이가 긴 형태로 이루어져 두루마리식으로 보관될 수 있고, 사용시 필요한 길이로 절단되어 사용될 수 있다.The recycled rubber mat 10 configured as described above may be stored in a rolled form having a long length, and may be cut and used to a required length in use.

그러나, 이처럼 한 번 절단된 재생고무매트(10)는 재사용하는데 한계가 있을 것이다. 왜냐하면 절단된 재생고무매트(10)는 그 길이에서 다수개로 절단될 수 있는 있지만, 길이를 연장하기 위해서는 다른 것과 서로 연결하여야 하는 불편함이 있기 때문이다.However, the recycled rubber mat 10 thus cut once will be limited to reuse. This is because the cut recycled rubber mat 10 can be cut into a plurality of pieces in length, but it is inconvenient to connect with each other in order to extend the length.

따라서, 재생고무매트(10)의 재사용이 용이하고 자유롭도록 재생고무매트(10)는 단위 면적을 갖는 형태로 이루어져 시공 현장의 여건에 맞는 수량이 선택 사용될 수도 있다.Therefore, the recycled rubber mat 10 is formed in a shape having a unit area so that the recycled rubber mat 10 can be easily and freely used.

이때, 근접되는 재생고무매트(10)들의 이음부가 들뜨지 않도록 재생고무매트(10)는 서로 끼움식으로 연결되며, 이를 위하여 도 5에서 보이는 바와 같이, 재생고무매트(10)의 일측에는 연결돌기(15)가 형성되고 타측에는 연결홈(16)이 형성된다.At this time, the regenerated rubber mat 10 is connected to each other so that the joints of the adjacent reclaimed rubber mat 10 is not lifted, for this purpose, as shown in Figure 5, one side of the reclaimed rubber mat (10) 15 is formed and the connecting groove 16 is formed on the other side.

즉, 다수의 재생고무매트(10)를 동일 방향(연결돌기(15)가 동일 방향을 향하도록)으로 배열하여, 근접되는 연결돌기(15)와 연결홈(16)을 끼움으로써 재생고무 매트(10)들을 서로 연결한다.That is, by arranging a plurality of recycled rubber mat 10 in the same direction (with the connecting projections 15 facing the same direction), by inserting the connecting projections 15 and the connecting grooves 16 which are adjacent to the recycled rubber mat ( 10) Connect them together.

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차량은 가포장된 재생고무매트(10)를 통과하게 되며, 차량으로부터 전가되는 동적하중은 재생고무매트(10)의 자체 탄성력에 의해 흡수됨과 아울러 지지돌기(14)를 통해 보호층(6)으로 분산되어 보호층(6)의 침하가 일어나지 않으며, 보호층(6)에 국부적으로 함몰이 있더라도 재생고무매트(10) 자체는 함몰없이 평탄성을 유지하므로 운전자는 평탄한 도로를 주행할 수 있다. 차량이 재생고무매트(10)를 통과할 때 지지돌기(14)가 보호층(6)에 묻혀 있기 때문에 차량으로부터 가해지는 힘에 의해 재생고무매트(10)가 미끄러지지 않고 설치 상태를 유지할 수 있다.The vehicle passes through the stored reclaimed rubber mat 10, and the dynamic load transferred from the vehicle is absorbed by the elastic force of the regenerated rubber mat 10 and is supported by the support protrusion 14 to the protective layer 6. Dispersion does not cause settlement of the protective layer 6, and even if the protective layer 6 is locally recessed, the recycled rubber mat 10 itself maintains flatness without depression, so that the driver may drive on a flat road. Since the support protrusion 14 is buried in the protective layer 6 when the vehicle passes through the reclaimed rubber mat 10, the regenerated rubber mat 10 can be maintained without being slipped by the force applied from the vehicle.

보호층(6)은 재생고무매트(10)로 덮여 흙이 외부로 노출되지 않으며, 따라서, 차량이 통과할 때나 평상시에 바람이 불어도 보호층(6)의 흙은 외부로 비산되지 않게 된다.The protective layer 6 is covered with the recycled rubber mat 10 so that the soil is not exposed to the outside, and therefore, the soil of the protective layer 6 is not scattered to the outside even when the vehicle passes or is normally blown by the wind.

도 1은 종래 기술에 의한 상하수관거 매설 후 가포장상태를 도시한 도면.1 is a view showing the temporary packaging state after the installation of water and sewage pipe according to the prior art.

도 2는 본 발명에 의한 재생고무매트를 이용하여 상하수관거가 매설되는 도로의 가포장방법를 도시한 정단면도.Figure 2 is a front sectional view showing the pavement method of the road where water and sewage pipe is embedded using the recycled rubber mat according to the present invention.

도 3은 본 발명에 의한 재생고무매트를 이용하여 상하수관거가 매설되는 도로의 가포장방법에 적용된 재생고무매트의 평면 사시도.Figure 3 is a plan perspective view of the recycled rubber mat applied to the pavement method of the road where water and sewage pipes are embedded using the recycled rubber mat according to the present invention.

도 4는 본 발명에 의한 재생고무매트를 이용하여 상하수관거가 매설되는 도로의 가포장방법에 적용된 재생고무매트의 저면 사시도.Figure 4 is a perspective view of the bottom of the recycled rubber mat applied to the pavement method of the road where water and sewage conduits are buried using the recycled rubber mat according to the present invention.

도 5는 본 발명에 의한 재생고무매트를 이용하여 상하수관거가 매설되는 도로의 가포장방법에 적용된 재생고무매트가 다수개 연결된 상태의 사시도.5 is a perspective view of a state in which a plurality of recycled rubber mat applied to the pavement method of the road where water and sewage pipes are embedded using the recycled rubber mat according to the present invention.

< 도면의 주요 부분에 대한 부호 설명><Description of Signs for Main Parts of Drawings>

1 : 도로, 2 : 보도1: road, 2: sidewalk

5 : 상하수관거, 6 : 보호층5: water and sewage pipe, 6: protective layer

10 : 재생고무매트, 11 : 매트 몸체10: recycled rubber mat, 11: mat body

12 : 보강와이어, 13 : 배수홈12: reinforcing wire, 13: drain groove

14 : 지지돌기, 15 : 연결돌기14: support protrusion, 15: connection protrusion

16 : 연결홈,16: connecting groove,

Claims (2)

삭제delete 상하수관거(5)를 시공하기 위하여 도로(1) 변을 굴착하여 골(3)을 형성하는 제1단계와;A first step of digging the side of the road 1 to form a valley 3 in order to construct the water and sewage pipe 5; 상기 골의 바닥부에 기초 콘크리트층(4)을 설치하여 상하수관거(5)의 안정된 배관 공간을 마련하는 제2단계와;A second step of providing a stable piping space of the sewage pipe 5 by installing a foundation concrete layer 4 at the bottom of the valley; 제2단계에 의해 설치된 기초 콘크리트층(4) 위에 다수의 상하수관거(5)를 삽입하여 서로 관이음함으로써 배관하는 제3단계와;A third step of piping by inserting a plurality of water and sewage conduits 5 on the foundation concrete layer 4 installed by the second step and pipering each other; 상기 제3단계에 의해 배관된 상하수관거를 덮어 보호층(6)을 형성하는 제4단계와;A fourth step of forming a protective layer (6) by covering the water and sewage pipes piped by the third step; 상기 제4단계에 의해 형성된 보호층 위에 고무를 재질로 하는 평평한 판상의 매트 몸체(11), 상기 매트 몸체의 내부에 일방향을 따라 삽입되는 보강와이어(12), 상기 매트 몸체의 상면에 상호 간에 일정 간격을 두고 일방향을 따라 형성되는 다수의 배수홈(13), 상기 매트 몸체의 저면에 하부를 향해 반구형으로 돌출 형성되는 지지돌기(14), 상기 매트 몸체의 일측과 타측에 서로 대칭되도록 형성되는 연결돌기(15)와 연결홈(16)으로 이루어진 재생고무매트(10)를 깔아 덮는 제5단계를 포함하고,A flat plate-like mat body 11 made of rubber on the protective layer formed by the fourth step, a reinforcing wire 12 inserted in one direction inside the mat body, and are fixed to each other on an upper surface of the mat body. A plurality of drainage grooves 13 formed along one direction at intervals, support protrusions 14 protruding hemispherically toward the bottom on the bottom of the mat body, the connection is formed to be symmetrical on one side and the other side of the mat body And a fifth step of covering the recycled rubber mat 10 formed of the protrusion 15 and the connecting groove 16. 상기 제5단계에서는 상기 재생고무매트(10)의 연결돌기(15)와 연결홈(16)을 서로 연결하여 상기 재생고무매트들을 서로 결속하고, 상기 재생고무매트의 상면과 상기 도로의 노면이 동일한 높이를 이루도록 상기 재생고무매트를 가압하여 다짐하는 것을 특징으로 하는 재생고무매트를 이용하여 상하수관거가 매설되는 도로의 가포장방법.In the fifth step, the connecting protrusions 15 and the connecting grooves 16 of the recycled rubber mat 10 are connected to each other to bind the recycled rubber mats to each other, and the upper surface of the recycled rubber mat and the road surface of the road are the same. The pavement method of the road on which water and sewage pipes are buried using a reclaimed rubber mat, characterized in that the pressurized reclaimed rubber mat to achieve a height.
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Publication number Priority date Publication date Assignee Title
KR102006108B1 (en) 2018-10-22 2019-10-01 남순우 Panel structure for temporary repair of construction ground and construction method for temporary repair of construction ground using the same
KR102779166B1 (en) 2023-11-24 2025-03-12 주식회사 와텍 temporarily protective case of end part of pipe for pipe construction and construction method of it

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KR0121867Y1 (en) * 1994-05-13 1998-09-15 이상춘 Paving block made of rubber
KR200220946Y1 (en) 2000-11-13 2001-04-16 극동엔지니어링주식회사 A buit-up type foot way block
KR20040029600A (en) * 2002-10-01 2004-04-08 김암수 Rubber mat
KR20070048830A (en) * 2005-11-07 2007-05-10 주식회사 엘지화학 Construction Structure of Rubber Block Using Waste Tires with Construction Stability

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR0121867Y1 (en) * 1994-05-13 1998-09-15 이상춘 Paving block made of rubber
KR200220946Y1 (en) 2000-11-13 2001-04-16 극동엔지니어링주식회사 A buit-up type foot way block
KR20040029600A (en) * 2002-10-01 2004-04-08 김암수 Rubber mat
KR20070048830A (en) * 2005-11-07 2007-05-10 주식회사 엘지화학 Construction Structure of Rubber Block Using Waste Tires with Construction Stability

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102006108B1 (en) 2018-10-22 2019-10-01 남순우 Panel structure for temporary repair of construction ground and construction method for temporary repair of construction ground using the same
KR102779166B1 (en) 2023-11-24 2025-03-12 주식회사 와텍 temporarily protective case of end part of pipe for pipe construction and construction method of it

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