KR101046595B1 - Boundary block for road - Google Patents

Boundary block for road Download PDF

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KR101046595B1
KR101046595B1 KR1020100083827A KR20100083827A KR101046595B1 KR 101046595 B1 KR101046595 B1 KR 101046595B1 KR 1020100083827 A KR1020100083827 A KR 1020100083827A KR 20100083827 A KR20100083827 A KR 20100083827A KR 101046595 B1 KR101046595 B1 KR 101046595B1
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South Korea
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road boundary
boundary block
concrete
filling groove
main body
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KR1020100083827A
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Korean (ko)
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이혜옥
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이혜옥
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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
    • E01C11/00—Details of pavings
    • E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/221—Kerbs or like edging members, e.g. flush kerbs, shoulder retaining means ; Joint members, connecting or load-transfer means specially for kerbs
    • E01C11/222—Raised kerbs, e.g. for sidewalks ; Integrated or portable means for facilitating ascent or descent
    • 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
    • E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
    • E01C19/52—Apparatus for laying individual preformed surfacing elements, e.g. kerbstones

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

Abstract

PURPOSE: A road boundary block is provided to minimize damage to the road boundary block by securely fixing the road boundary block to lower concrete. CONSTITUTION: A road boundary block comprises a main body(100a) and a concrete filling groove(110). The main body is formed using waste synthetic resin. The concrete filling groove is formed on the bottom surface of the main body so that the head units of support members(200) can be inserted. The support members are installed on the top of the foundation ground. The road boundary block is formed on the top of the support members to be separated from the foundation ground.

Description

도로경계블록{BOUNDARY BLOCK FOR ROAD}Road boundary block {BOUNDARY BLOCK FOR ROAD}

본 발명은 토목 분야에 관한 것으로서, 상세하게는 도로경계블록의 시공방법에 관한 것이다.The present invention relates to the field of civil engineering, and more particularly, to a construction method of a road boundary block.

도로경계블록(도로경계석)은 보도와 차도 간의 경계지점에 설치되는 구조물로서, 화강암과 같은 자연석 재질, 또는 콘크리트 재질을 사용하는 것이 일반적이다.Road boundary blocks (road boundary stone) is a structure that is installed at the boundary between the sidewalk and the driveway, it is common to use natural stone material, such as granite, or concrete material.

도 1은 종래의 도로경계블록의 사시도이고, 도 2는 종래의 도로경계블록의 시공방법을 설명하기 위한 단면도이다.1 is a perspective view of a conventional road boundary block, Figure 2 is a cross-sectional view for explaining a construction method of a conventional road boundary block.

도로가 기층, 보조기층, 포장층 등의 적층구조를 취함에 따라, 도로의 상면은 지반으로부터 어느 정도 높은 위치에 형성되므로, 그 도로의 상면보다 상측으로 돌출되어 설치되어야 할 도로경계블록(10) 또한 지면으로부터 일정 높이에 시공될 것이 요구된다.As the road takes a laminated structure of a base layer, an auxiliary base layer, a pavement layer, and the like, since the upper surface of the road is formed at a position higher than the ground, the road boundary block 10 to be protruded above the upper surface of the road should be installed. It is also required to be installed at a certain height from the ground.

종래에는 이를 위하여 다음과 같은 공법을 사용하였다.Conventionally, the following method was used for this purpose.

지반(G)을 다진 후, 도로경계블록(10)이 배치될 위치에 기초콘크리트(C1)를 적당히 타설하고, 이것이 굳어서 어느 정도의 강도를 가지게 되면, 그 위에 다시 제2콘크리트(C2)를 타설한다.After the ground (G) is chopped, the foundation concrete (C1) is appropriately poured at the position where the road boundary block (10) is to be placed, and when it is hardened and has a certain strength, the second concrete (C2) is poured on it again. do.

그 제2콘크리트(C2)가 적당한 굳기와 유동성을 가지게 되었을 때, 도로경계블록(10)을 제2콘크리트(C2)의 위에 올려놓는다. When the second concrete C2 has a suitable hardness and fluidity, the road boundary block 10 is placed on the second concrete C2.

제2콘크리트(C2)가 채 굳지 않은 상태에서 작업자의 수작업에 의해서 도로경계블록(10)의 높이 및 수평도를 조절한다.While the second concrete C2 is not hardened, the height and horizontality of the road boundary block 10 are adjusted by manual labor of the worker.

이후, 제2콘크리트(C2)가 완전히 굳으면, 양측에 측구 거푸집(21,22)을 형성하고 콘크리트(C)를 타설하여 시공을 완료한다. Then, when the second concrete (C2) is completely hardened, the side molds (21, 22) are formed on both sides and the concrete (C) is poured to complete the construction.

그런데, 이러한 종래의 도로경계블록은 다음과 같은 문제를 안고 있었다.However, such a conventional road boundary block had the following problems.

첫째, 도로경계블록은 차도와 보도의 모든 경계에 설치되는 것이므로 막대한 자재가 소요되는 것인데, 종래의 도로경계블록은 화강암과 같은 자연석 재질, 또는 콘크리트 재질 등을 사용하였는바, 경제적이지 않고 친환경적이지 못하다는 점이다.First, because road boundary blocks are installed at all boundaries of driveways and sidewalks, they require enormous materials. Conventional road boundary blocks use natural stone materials such as granite, or concrete materials, which are not economical and environmentally friendly. Is the point.

둘째, 종래의 도로경계블록 시공방법은 도로경계블록의 하단이 콘크리트(C)에 약간 매설된 상태로 고정되어 구조적으로 취약하게 되므로, 차량 기타의 충격이 도로경계블록에 가해지는 경우, 도로경계블록이 설치위치로부터 이탈하거나, 전도되기 쉽다는 문제를 안고 있었다.Second, the conventional road boundary block construction method is fixed to the state that the bottom of the road boundary block is slightly embedded in the concrete (C) structurally vulnerable, when the impact of the vehicle and other impact on the road boundary block, road boundary block There was a problem that it was easy to move away from this installation position or to fall.

이는 도로경계블록 자체의 손상뿐만 아니라 인접 보도 구조물의 파손도 야기한다는 점에서 더욱 큰 문제가 된다.This is a further problem in that not only damage of the road boundary block itself but also damage of adjacent sidewalk structures is caused.

본 발명은 상기와 같은 문제점을 해결하기 위하여 도출된 것으로서, 경제적, 친환경적이면서도, 도로경계블록이 하부 콘크리트에 견고하게 고정되도록 하여, 도로경계블록의 이탈 및 손상을 최소화하도록 하는 도로경계블록을 제시하는 것을 그 목적으로 한다.The present invention was derived to solve the above problems, economical and environmentally friendly, but also to ensure that the road boundary block is firmly fixed to the lower concrete, to propose a road boundary block to minimize the departure and damage of the road boundary block For that purpose.

상기 과제의 해결을 위하여, 본 발명은 폐합성수지 재질에 의해 형성된 본체(100a); 상기 본체(100a)의 저면에 형성된 콘크리트 충전홈(110);을 포함하는 것을 특징으로 하는 도로경계블록(100)을 제시한다.In order to solve the above problems, the present invention is formed by a waste synthetic resin material (100a); Presents a road boundary block 100 comprising a; concrete filling groove 110 formed on the bottom of the body (100a).

상기 콘크리트 충전홈(110)은 상기 도로경계블록(100)의 길이방향을 따라 길게 형성된 것이 바람직하다.The concrete filling groove 110 is preferably formed long along the longitudinal direction of the road boundary block 100.

상기 콘크리트 충전홈(110)은 상기 도로경계블록(100)의 폭방향으로 복수가 형성된 것이 바람직하다.The concrete filling groove 110 is preferably formed in plurality in the width direction of the road boundary block 100.

상기 콘크리트 충전홈(110)은 상측을 향하여 단면이 좁아지도록 형성된 것이 바람직하다.The concrete filling groove 110 is preferably formed so that the cross section is narrowed toward the upper side.

상기 본체(100a)의 전후면 및 상면의 전부 또는 일부를 덮도록 형성된 덮개부재(120)를 더 포함하는 것이 바람직하다.It is preferable to further include a cover member 120 formed to cover all or a part of the front and rear and upper surface of the main body (100a).

상기 덮개부재(120)는 탄성이 있는 합성수지 재질에 의해 형성된 것이 바람직하다.The cover member 120 is preferably formed of an elastic synthetic resin material.

상기 덮개부재(120)는 상기 본체(100a)의 전후면 및 상면 중 보도 또는 차도에 덮이지 않고, 노출되는 부분을 덮도록 형성된 것이 바람직하다.The cover member 120 is preferably formed to cover the exposed portion of the front and rear surfaces and the upper surface of the main body 100a without being covered by a sidewalk or a roadway.

상기 덮개부재(120)는 "7"자형 단면을 갖도록 형성된 것이 바람직하다.The cover member 120 is preferably formed to have a "7" shaped cross section.

상기 본체(100a)의 측면에는 간격유지용 돌출키(130)가 형성된 것이 바람직하다.The side surface of the main body (100a) is preferably formed with a projection key 130 for the gap.

본 발명은 경제적, 친환경적이면서도, 도로경계블록이 하부 콘크리트에 견고하게 고정되도록 하여, 도로경계블록의 이탈 및 손상을 최소화하도록 하는 도로경계블록을 제시한다.The present invention proposes a road boundary block that is economically and environmentally friendly, so that the road boundary block is firmly fixed to the lower concrete, thereby minimizing departure and damage of the road boundary block.

도 1은 종래의 도로경계블록의 사시도.
도 2는 종래의 도로경계블록의 시공방법을 설명하기 위한 단면도.
도 3 이하는 본 발명의 실시예를 도시한 것으로서,
도 3은 도로경계블록의 제1 실시예의 제1 사시도.
도 4는 도로경계블록의 제1 실시예의 제2 사시도.
도 5,6은 도로경계블록의 제1 실시예의 시공방법의 공정도.
도 7은 도로경계블록의 제2 실시예의 단면도.
도 8은 도로경계블록의 제3 실시예의 단면도.
도 9는 지지부재의 사시도.
도 10은 도로경계블록과 지지부재가 결합한 상태의 단면도.
도 11은 도로경계블록의 제4 실시예의 측면도.
도 12는 도로경계블록의 제4 실시예의 사시도.
도 13은 도로경계블록의 제4 실시예의 사용상태도.1 is a perspective view of a conventional road boundary block.
2 is a cross-sectional view illustrating a construction method of a conventional road boundary block.
3 or less shows an embodiment of the present invention,
3 is a first perspective view of a first embodiment of a road boundary block;
4 is a second perspective view of the first embodiment of the road boundary block;
5 and 6 are process drawings of the construction method of the first embodiment of the road boundary block.
7 is a sectional view of a second embodiment of a road boundary block;
8 is a sectional view of a third embodiment of a road boundary block;
9 is a perspective view of the support member.
Figure 10 is a cross-sectional view of the road border block and the support member coupled state.
11 is a side view of a fourth embodiment of a road boundary block.
12 is a perspective view of a fourth embodiment of a road boundary block;
13 is a state diagram used in the fourth embodiment of the road boundary block.

이하, 첨부도면을 참조하여 본 발명의 실시예에 관하여 상세히 설명한다.Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings.

도 3 이하에 도시된 바와 같이, 본 발명에 의한 도로경계블록(100)은 기본적으로, 폐합성수지 재질에 의해 형성된 본체(100a); 본체(100a)의 저면에 형성된 콘크리트 충전홈(110);을 포함하여 구성된다.As shown in Figure 3 below, the road boundary block 100 according to the present invention, basically, the body 100a formed of waste synthetic resin material; It is configured to include; concrete filling groove 110 formed on the bottom of the body (100a).

즉, 대단히 많은 물량이 소요되는 도로경계블록(100)의 재료로 합성수지 폐기물의 처리에 의해 산출되는 폐합성수지를 활용하도록 함으로써, 경제적이고, 친환경적이라는 효과를 얻을 수 있다.That is, by using the waste synthetic resin produced by the treatment of the synthetic resin waste as a material of the road boundary block 100, which requires a very large quantity, it is possible to obtain an economical and environmentally friendly effect.

또한, 본체(100a)의 저면에 형성된 콘크리트 충전홈(110)은 다음과 같은 공법에 의해 도로경계블록(100)을 시공하는 경우, 후술하는 바와 같은 효과를 얻도록 한다.In addition, the concrete filling groove 110 formed on the bottom surface of the main body (100a), when constructing the road boundary block 100 by the following method, to obtain the effect as described later.

기초지반 상면에 지지부재(200)를 설치하고, 저면에 콘크리트 충전홈(110)이 형성된 도로경계블록(100)을 지지부재(200)의 상부에 설치하여, 도로경계블록(100)이 기초지반 상면으로부터 상측으로 이격되어 설치되도록 한다(도 5).The support member 200 is installed on the upper surface of the basic ground, and the road boundary block 100 having the concrete filling groove 110 formed on the bottom is installed on the upper portion of the supporting member 200, so that the road boundary block 100 is formed on the basic ground. It is to be installed spaced apart from the upper side (Fig. 5).

이후, 거푸집(21,22)을 설치하고, 도로경계블록(100)의 주위에 콘크리트(C)를 타설하여 도로경계블록(100)의 하단이 콘크리트(C)에 매설되도록 함과 아울러, 콘크리트(C)가 콘크리트 충전홈(110)의 전부 또는 일부에 충전되도록 한다(도 6).Thereafter, formwork (21, 22) is installed, and the concrete (C) is poured around the road boundary block 100 so that the bottom of the road boundary block 100 is embedded in the concrete (C), as well as concrete ( C) to be filled in all or part of the concrete filling groove 110 (Fig. 6).

즉, 종래와 같이 도로경계블록(10)이 단순한 육면체 구조를 취하는 것이 아니라, 도록경계석(100)의 저면에 콘크리트 충전홈(110)을 형성하고, 이에 콘크리트가 전부 또는 일부 충전되도록 함으로써, 도로경계블록(100)과 하부 콘크리트가 요철구조의 결합을 이루도록 한 것이다.That is, the road boundary block 10 does not take a simple hexahedral structure as in the related art, but forms the concrete filling groove 110 in the bottom surface of the boundary stone 100 so that the concrete is filled in whole or in part, and thus the road boundary. Block 100 and the lower concrete is to achieve the combination of the concave-convex structure.

따라서 도로경계블록이 하부 콘크리트에 견고하게 고정되도록 하므로, 차량 기타의 충격이 도로경계블록에 가해지는 경우라도, 도로경계블록이 설치위치로부터 이탈하거나, 전도됨으로써 손상되는 것을 최소화할 수 있다는 효과가 있다.Therefore, since the road boundary block is firmly fixed to the lower concrete, even if the impact of the vehicle or other impact is applied to the road boundary block, the road boundary block can be minimized from being damaged by being detached from the installation position or falling. .

이와 같은 콘크리트 충전홈(110)에의 콘크리트 충전은 별도의 작업을 요하는 것이 아니고, 종래와 같이 도로경계블록(100)의 하단 일부가 콘크리트(C)에 매설되도록 콘크리트(C)를 타설하는 작업에 의해 콘크리트의 일부가 자연스럽게 콘크리트 충전홈(110)을 충전하도록 함으로써 이루어질 수 있다.Filling the concrete in the concrete filling groove 110 does not require a separate work, as in the conventional work on placing concrete (C) so that the lower portion of the road boundary block 100 is embedded in the concrete (C) By this, a portion of the concrete can be made by naturally filling the concrete filling groove (110).

한편, 폐합성수지는 다양한 종류의 합성수지가 혼합된 혼합물이므로, 각 구성성분의 물성이 다름으로 인하여, 찌그러짐 기타 변형이 발생할 우려가 있다.On the other hand, since the waste synthetic resin is a mixture of various kinds of synthetic resins, due to the different physical properties of each component, there is a fear that distortion and other deformation occurs.

이러한 문제는 부재의 단면적이 클수록 부각이 되고, 단면적이 작을수록 완화된다.This problem becomes incidence as the cross-sectional area of the member is large, and alleviates as the cross-sectional area is smaller.

따라서 본 발명에 의한 도로경계블록(100)의 경우에도, 단면적이 큰 사각형 단면구조를 취하기보다, 단면적이 작은 몇 개의 벽체에 의해 형성되는 구조를 취하는 것이 좋다.Therefore, in the case of the road boundary block 100 according to the present invention, it is better to take a structure formed by several walls having a smaller cross-sectional area, rather than a rectangular cross-sectional structure having a large cross-sectional area.

콘크리트 충전홈(110)은 도로경계블록(100)의 저면 일부 영역에만 형성될 수도 있으나, 도로경계블록(100)의 길이방향을 따라 길게 형성되는 경우, 그 양측에 얇은(단면적이 작은) 벽체(101)가 형성되는바, 상술한 바와 같은 폐합성수지 재질의 특수성에 의한 변형 우려를 줄일 수 있다는 장점이 있다(도 3,4).The concrete filling groove 110 may be formed only in a portion of the bottom surface of the road boundary block 100, but when formed long along the longitudinal direction of the road boundary block 100, thin walls (small in cross-section) on both sides thereof ( 101) is formed, there is an advantage that it is possible to reduce the risk of deformation due to the specificity of the waste synthetic resin material as described above (Fig. 3, 4).

이와 같은 단면의 축소로 인한 구조적 안정성의 문제는, 상술한 바와 같은 콘크리트 충전홈(110)에 의한 하부 콘크리트와의 요철구조에 의해 보완될 수 있다.The problem of structural stability due to the reduction of the cross section can be complemented by the uneven structure with the lower concrete by the concrete filling groove 110 as described above.

콘크리트 충전홈(110)이 도로경계블록(100)의 폭방향으로 복수 형성되는 경우, 더욱 얇은 벽체(101)가 여러 개 형성되는 결과가 되므로, 상술한 폐합성수지 재질의 특수성에 비추어 더욱 바람직한 구조가 된다(도 7,8).In the case where the concrete filling groove 110 is formed in the width direction of the road boundary block 100, the thinner walls 101 are formed, and thus, a more preferable structure is made in view of the specificity of the above-described waste synthetic resin material. (FIG. 7,8).

이는 하부 콘크리트(C)와 더욱 견고한 요철구조를 이룰 수 있다는 장점도 함께 갖는다(도 7,8).This also has the advantage that it can achieve a more rigid uneven structure with the lower concrete (C) (Fig. 7,8).

콘크리트 충전홈(110)이 상측을 향하여 단면이 좁아지도록 형성되는 경우, 콘크리트 충전홈(110)에 대한 콘크리트의 충전이 더욱 원활하게 이루어질 수 있다는 장점이 있다(도 8).When the concrete filling groove 110 is formed so that the cross section is narrowed toward the upper side, there is an advantage that the filling of concrete to the concrete filling groove 110 can be made more smoothly (FIG. 8).

한편, 도로경계블록(100)을 지지부재(200)의 상부에 설치하는 작업에 있어서, 지지부재(200)의 상부가 도로경계블록(100)의 콘크리트 충전홈(110)에 삽입되도록 하는 구성을 취할 수 있는데, 이는 콘크리트의 타설 전 도로경계블록(100)의 설치작업을 더욱 용이하고 정확하게 수행할 수 있다는 효과를 추가로 얻도록 한다(도 9,10).On the other hand, in the work to install the road boundary block 100 on the upper portion of the support member 200, the configuration so that the upper portion of the support member 200 is inserted into the concrete filling groove 110 of the road boundary block 100. This can be taken, to further obtain the effect that the installation work of the road boundary block 100 before the concrete can be more easily and accurately performed (Figs. 9 and 10).

구체적으로, 지지부재(200)의 상부에 콘크리트 충전홈(110)에 삽입되도록 머리부(210)를 형성하고, 도로경계블록(100)의 콘크리트 충전홈(110)에 지지부재(200)의 머리부(210)를 삽입하여 고정하는 방식을 취할 수 있다.Specifically, the head 210 is formed on the upper portion of the support member 200 to be inserted into the concrete filling groove 110, the head of the support member 200 in the concrete filling groove 110 of the road boundary block 100. It may take a manner to insert and secure the portion 210.

여기서, 머리부(210)가 상측을 향하여 단면이 좁아지도록 형성되는 경우, 콘크리트 충전홈(110)에 대한 지지부재(200)의 머리부(210)의 삽입작업을 더욱 용이하게 할 수 있다는 장점이 추가된다.Here, when the head 210 is formed so that the cross section is narrowed toward the upper side, there is an advantage that it is easier to insert the head 210 of the support member 200 with respect to the concrete filling groove 110 Is added.

또한, 상술한 바와 같이, 상측을 향하여 단면이 좁아지도록 형성된 콘크리트 충전홈(110)에 대하여 이러한 지지부재(200)의 머리부(210)를 삽입하는 경우, 위 효과를 더욱 크게 얻을 수 있다.In addition, as described above, when the head 210 of the support member 200 is inserted into the concrete filling groove 110 formed to narrow the cross section toward the upper side, the above effect can be obtained even more.

요컨대, 본 발명에 의한 도로경계블록(100)에서 콘크리트 충전홈(110)은, 얇은 벽체 구조를 이룸에 따른 폐합성수지 재질의 변형방지, 하부 콘크리트와의 견고한 결합, 지지부재와의 결합에 의한 시공 편의 도모라는 복합적인 효과를 얻도록 하는 것이다.In other words, the concrete filling groove 110 in the road boundary block 100 according to the present invention, the construction of the composite material by preventing the deformation of the waste synthetic resin material according to the thin wall structure, the firm coupling with the lower concrete, the coupling by the support member The convenience is to achieve a complex effect.

폐합성수지는 흑색과 같이 시각적으로 우수하지 못한 색상을 띠게 되므로, 폐합성수지에 의해 형성된 본체(100a)의 전후면 및 상면의 전부 또는 일부를 별도의 덮개부재(120)에 의해 덮는 것이 사용성 측면에서 바람직하다(도 11,12).Since the waste synthetic resin has a color that is not visually excellent, such as black, it is preferable in terms of usability to cover all or part of the front and back and upper surfaces of the main body 100a formed by the waste synthetic resin with a separate cover member 120. (FIGS. 11, 12).

이러한 덮개부재(120)는 PE와 같이 탄성이 있으면서도(파손 방지), 고강도를 갖는 합성수지 재질에 의해 형성되는 것이 좋으며, 그 외면에는 원하는 색상, 야광 등을 구현할 수 있다.The cover member 120 may be formed of a synthetic resin material having high strength while preventing elasticity, such as PE, and may have a desired color, luminous, and the like on the outer surface thereof.

다만, 덮개부재(120)를 본체(100a)의 전면에 걸쳐 형성할 필요는 없고, 본체(100a)의 전후면 및 상면 중 보도 또는 차도에 덮이지 않고, 노출되는 부분만을 덮도록 형성하는 것이 효율적이다.However, it is not necessary to form the cover member 120 over the entire surface of the main body 100a, and it is efficient to form the cover member 120 so as to cover only the exposed part of the front and rear surfaces and the upper surface of the main body 100a without being covered by the sidewalk or the roadway. to be.

구체적으로는, 보도(1) 측에 비해 차도(2) 측에 노출되는 면이 크므로, 덮개부재(120)는 "7"자형 단면을 갖도록 형성하는 것이 바람직하다(도 11,12,13).Specifically, since the surface exposed to the side of the roadway 2 is larger than the sidewalk 1 side, the cover member 120 is preferably formed to have a "7" shaped cross section (Figs. 11, 12 and 13). .

도로경계블록(100)의 본체(100a)의 측면에 간격유지용 돌출키(130)가 형성되는 경우, 인접하여 설치되는 도로경계블록과의 간격 형성이 용이하다는 장점이 있고, 이러한 간격유지용 돌출키(130)는 본체(100a)의 양측면 중 일측면에만 설치하는 것이 더욱 바람직하다.When the gap maintaining protrusion key 130 is formed on the side of the main body 100a of the road boundary block 100, there is an advantage in that a gap with an adjacent road boundary block is easily formed. More preferably, the key 130 is provided only on one side of both sides of the main body 100a.

위에서는 본 발명에 의한 도로경계블록(100)이 보도(1)와 차도(2) 사이에 설치되는 경우의 실시예에 관하여 설명하였으나, 본 발명에 의한 도로경계블록(100)은 자전거도로와 차도 사이의 경계 기타 이와 유사한 구조에도 적용될 수 있으며, 이 경우에도 상술한 효과를 모두 얻을 수 있다.In the above, the embodiment of the case where the road boundary block 100 according to the present invention is installed between the sidewalk 1 and the roadway 2 has been described, but the road boundary block 100 according to the present invention is a bicycle road and a roadway. It can be applied to the boundary between and other similar structures, and in this case, all of the above-described effects can be obtained.

이상은 본 발명에 의해 구현될 수 있는 바람직한 실시예의 일부에 관하여 설명한 것에 불과하므로, 주지된 바와 같이 본 발명의 범위는 위의 실시예에 한정되어 해석되어서는 안 될 것이며, 위에서 설명된 본 발명의 기술적 사상과 그 근본을 함께 하는 기술적 사상은 모두 본 발명의 범위에 포함된다고 할 것이다.Since the above has been described only with respect to some of the preferred embodiments that can be implemented by the present invention, the scope of the present invention, as is well known, should not be construed as limited to the above embodiments, the present invention described above It will be said that both the technical idea and the technical idea which together with the base are included in the scope of the present invention.

100 : 도로경계블록 100a : 본체
110 : 콘크리트 충전홈 120 : 덮개부재
130 : 간격유지용 돌출키100: road boundary block 100a: main body
110: concrete filling groove 120: cover member
130: spacing key

Claims (9)

상부에 머리부(210)가 형성된 지지부재(200)를 기초지반 상면에 설치하는 지지부재 설치단계;
저면에 콘크리트 충전홈(110)이 형성된 도로경계블록(100)을 상기 지지부재(200)의 상부에 설치하여, 상기 도로경계블록(100)이 기초지반 상면으로부터 상측으로 이격되어 설치되도록 하는 도로경계블록 설치단계;
상기 도로경계블록(100)의 주위에 콘크리트(C)를 타설하여 상기 도로경계블록(100)의 하단이 콘크리트(C)에 매설되도록 함과 아울러, 콘크리트(C)가 상기 콘크리트 충전홈(110)의 전부 또는 일부에 충전되도록 하는 콘크리트 타설단계;를 포함하는 도로경계블록의 시공방법에 사용되는 상기 도로경계블록(100)으로서,
폐합성수지 재질에 의해 형성된 본체(100a);
상기 지지부재(200)의 머리부(210)를 삽입하여 고정하도록, 상기 본체(100a)의 저면에 형성된 콘크리트 충전홈(110);을 포함하는 것을 특징으로 하는 도로경계블록(100).A support member installation step of installing the support member 200 having the head 210 formed thereon on an upper surface of the foundation ground;
A road boundary block 100 having a concrete filling groove 110 formed on a bottom thereof is installed on an upper portion of the support member 200 so that the road boundary block 100 is spaced apart from an upper surface of the foundation ground to be installed upward. Block installation step;
Placing concrete (C) around the road boundary block 100 so that the lower end of the road boundary block 100 is embedded in the concrete (C), the concrete (C) is the concrete filling groove 110 As the road boundary block 100 used in the construction method of the road boundary block, including;
A main body 100a formed of a waste synthetic resin material;
Road boundary block (100) comprising a; concrete filling groove (110) formed on the bottom of the main body (100a) to insert and fix the head 210 of the support member (200). 제1항에 있어서,
상기 콘크리트 충전홈(110)은 상기 도로경계블록(100)의 길이방향을 따라 길게 형성된 것을 특징으로 하는 도로경계블록(100).The method of claim 1,
The concrete filling groove 110 is road boundary block 100, characterized in that formed long along the longitudinal direction of the road boundary block 100. 제1항에 있어서,
상기 콘크리트 충전홈(110)은 상기 도로경계블록(100)의 폭방향으로 복수가 형성된 것을 특징으로 하는 도로경계블록(100).The method of claim 1,
The concrete filling groove 110 is a road boundary block 100, characterized in that a plurality is formed in the width direction of the road boundary block 100. 제1항에 있어서,
상기 콘크리트 충전홈(110)은 상측을 향하여 단면이 좁아지도록 형성된 것을 특징으로 하는 도로경계블록(100).The method of claim 1,
The concrete filling groove 110 is a road boundary block 100, characterized in that the cross section is formed to narrow toward the upper side. 제1항에 있어서,
상기 본체(100a)의 전후면 및 상면의 전부 또는 일부를 덮도록 형성된 덮개부재(120)를 더 포함하는 것을 특징으로 하는 도로경계블록(100).The method of claim 1,
Road boundary block (100), characterized in that it further comprises a cover member (120) formed to cover all or part of the front and rear and upper surface of the main body (100a). 제5항에 있어서,
상기 덮개부재(120)는 탄성이 있는 합성수지 재질에 의해 형성된 것을 특징으로 하는 도로경계블록(100).The method of claim 5,
The cover member 120 is a road boundary block 100, characterized in that formed by a synthetic resin material with elasticity. 제5항에 있어서,
상기 덮개부재(120)는 상기 본체(100a)의 전후면 및 상면 중 보도 또는 차도에 덮이지 않고, 노출되는 부분을 덮도록 형성된 것을 특징으로 하는 도로경계블록(100).The method of claim 5,
The cover member 120 is not covered with the sidewalk or the roadway of the front and rear surfaces and the upper surface of the main body 100a, the road boundary block 100, characterized in that formed to cover the exposed portion. 제7항에 있어서,
상기 덮개부재(120)는 "7"자형 단면을 갖도록 형성된 것을 특징으로 하는 도로경계블록(100).The method of claim 7, wherein
The cover member 120 is a road boundary block 100, characterized in that formed to have a "7" shaped cross section. 제1항에 있어서,
상기 본체(100a)의 측면에는 간격유지용 돌출키(130)가 형성된 것을 특징으로 하는 도로경계블록(100).The method of claim 1,
Road boundary block 100, characterized in that the protruding key 130 for maintaining the gap is formed on the side of the main body (100a).
KR1020100083827A 2010-08-30 2010-08-30 Boundary block for road KR101046595B1 (en)

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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR900014690A (en) * 1989-03-11 1990-10-24 이근희 Boundary stone surface repair method and its protective equipment
JPH061404U (en) * 1992-06-09 1994-01-11 株式会社東海建設 Walkway boundary block
KR200191753Y1 (en) * 2000-03-02 2000-08-16 조창연 Block for Footpath and Roadway Between
KR200262829Y1 (en) * 2001-10-30 2002-03-18 구자일 Boundray protective post using for tire chip

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR900014690A (en) * 1989-03-11 1990-10-24 이근희 Boundary stone surface repair method and its protective equipment
JPH061404U (en) * 1992-06-09 1994-01-11 株式会社東海建設 Walkway boundary block
KR200191753Y1 (en) * 2000-03-02 2000-08-16 조창연 Block for Footpath and Roadway Between
KR200262829Y1 (en) * 2001-10-30 2002-03-18 구자일 Boundray protective post using for tire chip

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