KR20050079965A - The road boundary stone jointer filling device and the construction method with this - Google Patents
The road boundary stone jointer filling device and the construction method with this Download PDFInfo
- Publication number
- KR20050079965A KR20050079965A KR1020050054220A KR20050054220A KR20050079965A KR 20050079965 A KR20050079965 A KR 20050079965A KR 1020050054220 A KR1020050054220 A KR 1020050054220A KR 20050054220 A KR20050054220 A KR 20050054220A KR 20050079965 A KR20050079965 A KR 20050079965A
- Authority
- KR
- South Korea
- Prior art keywords
- boundary stone
- filling device
- joint filling
- adhesive
- joint
- Prior art date
Links
Classifications
-
- 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
- E01C11/02—Arrangement or construction of joints; Methods of making joints; Packing for joints
- E01C11/04—Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
- E01C11/06—Methods of making joints
-
- 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
-
- 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
Abstract
본 발명은 시가지도로의 보도와 차도 경계석(이하 “경계석”) 또는 도로경계석(이하“경계석”)을 설치함에 있어, 경계석과 경계석 사이에 설치하는 줄눈 채움 장치 및 이를 이용한 경계석 시공방법에 관한 것으로서, 그 구조는 건조수축과 팽창 복원력이 높은 판의 양면에 강한 접착제가 도포되고, 접착제가 도포된 판의 양 접착 면에 접착력 확보를 위한 접착력 보호재가 부착 되어 구성되며,The present invention relates to a joint filling device installed between a boundary stone and a boundary stone and a method for constructing a boundary stone in the installation of a sidewalk and a roadway boundary stone (hereinafter referred to as "border stone") or road boundary stone (hereinafter referred to as "border stone") on a city street. Its structure consists of a strong adhesive applied to both sides of the plate with high drying shrinkage and expansion restoring force, and an adhesive force protection material attached to both sides of the plate to which the adhesive is applied.
이를 이용한 경계석 설치 방법은 경계석을 설치 할 구간에 기초 콘크리트 타설 하는 단계(S100); 경계석 하나를 계획 고에 맞추어 설치하는 단계(S101); 줄눈 채움 장치 양면의 접착력 보호재중 일면 보호재를 제거하는 단계(S102); 일면의 접착 보호재가 제거된 줄눈 채움 장치를 기 설치된 경계석 일 측 단부에 부착하는 단계(S103); 기 설치한 경계석에 부착되어있는 줄눈 채움 장치의 남은 접착력 보호재를 제거하는 단계(S104); 또 하나의 경계석을 기 설치한 경계석에 부착되어있는 줄눈 채움판과 맞대이게 설치하는 단계(S105); 경계석 설치 완료 후 형틀(거푸집)을 조립하고 콘크리트 타설 하여 경계석을 완전히 고정시키는 단계(S106);로 이루어지는 것을 특징으로 한다. 따라서Method for installing the boundary stone using the step of placing concrete on the basis of the section to install the boundary stone (S100); Installing one boundary stone in accordance with the planned height (S101); Removing one side of the adhesive protection material on both sides of the joint filling device (S102); Attaching the joint filling device from which one side of the adhesive protection material has been removed to one end of the boundary stone installed (S103); Removing the remaining adhesive force protection material of the joint filling device attached to the boundary stone previously installed (S104); Installing the other boundary stone to face the joint filler plate attached to the previously installed boundary stone (S105); After the completion of the installation of the boundary stone, the mold (form) is assembled and concrete pour step (S106) to completely fix the boundary stone; characterized in that consisting of. therefore
매우 간단하며 수축과 팽창 복원력이 높은 줄눈 채움판을 채택하였고, 양면에 접착력을 적용한 줄눈 채움 장치를 이용하여 경계석을 설치함에 있어, 경계석과 경계석의 줄눈 사이에 시멘트몰탈 충전 공정이 불필요하여 경제적이고, 완전 충전의 어려움을 해결하였고, 또한 충전된 시멘트 몰 탈이 양생된 후 신축기능이 없어 계절에 의한 온도변화로 건조수축과 팽창에 의해 경계석 모서리 파손 또는 이탈되는 문제점을 완전히 해결 하는 효과가 있다. It is very simple and adopts a joint filling plate with high shrinkage and expansion restoring force, and it is economical because the cement mortar filling process is unnecessary between the boundary stone and the joint of the boundary stone when installing the boundary stone by using the joint filling device applying the adhesive force on both sides. It solves the difficulty of full filling and also has no effect of stretching after the filled cement mortar is cured, which has the effect of completely solving the problem of boundary stone edge breakage or separation by dry shrinkage and expansion due to seasonal temperature change.
Description
본 발명은 시가지도로의 보도 와 차도경계석 또는 도로경계석을 설치함에 있어, 경계석 과 경계석 사이에 설치하는 줄눈 채움 장치 및 이를 이용한 경계석시공 방법에 관한 것으로서,The present invention relates to a joint filling device installed between a boundary stone and a boundary stone, and a boundary stone construction method using the same in installing a sidewalk and a roadway boundary stone or a road boundary stone of a city road.
더욱 구체적으로는 건조수축과 팽창 복원력이 높은 판의 양면에 강한 접착제를 도포하고, 접착제가 도포된 판의 양 접착 면에 접착력 확보를 위한 접착력 보호재를 부착 하여 구성되는 줄눈 채움 장치 및 이를 이용한 경계석 시공방법에 관한 것이다.More specifically, a joint filling device constructed by applying a strong adhesive on both sides of a plate having high drying shrinkage and expansion restoring force, and attaching an adhesive force protection material for securing adhesive strength to both sides of the plate to which the adhesive is applied, and constructing a boundary stone using the same It is about a method.
일반적으로 시가지도로 공사 시, 차도와 인도사이에는 빗물받이용 L형 측구에 보도 와 차도 경계용으로 보차도 경계석을 설치하며, 도로와 사유지 경계 사이에는 도로 경계석을 설치하게 된다. In general, when constructing a city road, a sidewalk and pedestrian barrier is installed between the driveway and sidewalk for the sidewalk and driveway boundary, and a road boundary stone is installed between the road and the property boundary.
이때, 경계석 과 경계석 사이에 얇은 공간을 두고 경계석을 설치한 다음 형틀을 조립하고 콘크리트를 타설 하여 경계석을 완전 고정시킨 후, 이어서 경계석의 얇은 공간 사이에 시멘트몰탈을 인력으로 충전하여 경계석 설치공사를 완료 하게 된다.At this time, install the boundary stone with a thin space between the boundary stone and the boundary stone, then assemble the mold, cast concrete, completely fix the boundary stone, and then fill the cement mortar with the manpower between the thin spaces of the boundary stone to complete the installation of the boundary stone. Done.
도 1을 참조하여 일반적인 경계석설치 시공방법에 대하여 개략 설명하면,Referring to Figure 1 outline the general boundary stone installation construction method,
도 1은 상기 경계석 설치 시에 적용하는 일반적인 공정을 설명하기 위한 설명도 이다. 1 is an explanatory diagram for explaining a general process applied when the boundary stone is installed.
이 도면을 참조하면, 먼저 (가)와 같이 다져놓은 도로상면(10) 위에 콘크리트(5)를 타설 한 다음, (나)과 같이 하나의 경계석(1)을 계획 고에 맞추어 설치하고, 이어서 (다)처럼 줄눈 채움을 위한 얇은 공간(11)을 두고 또 하나의 경계석(1)을 반복적으로 설치한 후, (라)와 같이 형틀(9)을 조립하고 콘크리트(5) 타설 하여 경계석(1)을 완전히 고정시킨 다음, (마)처럼 줄눈 채움 공간(11)에 시멘트몰탈(6)을 인력으로 충전 하여 경계석 시공을 완료한다.Referring to this drawing, first, the concrete (5) is placed on the road surface (10) laid as (a), and then one boundary stone (1) is installed in accordance with the plan as shown in (b), and then ( C) Repeatedly install another boundary stone (1) with a thin space (11) for filling the joints, then assemble the mold (9) and pour concrete (5) as shown in (D). After completely fixing the, fill the joint space (11) to the cement mortar (6) by manpower to complete the construction of the boundary stone.
그러나 종래의 경계석 시공방법은 다음과 같은 문제가 있다.However, the conventional boundary stone construction method has the following problems.
1.시멘트몰탈(6)을 인력으로 충전하고 있으나 줄눈 공간(11)이 협소하여 완전 충전이 어려웠으며, 도 2처럼 공극(7) 발생 및 접착력 부족으로 시멘트몰탈(6)이 탈락 되어 부실시공 되는 사례가 빈번하였고, 1. The cement mortar (6) is filled with manpower, but the joint space (11) is narrow, it was difficult to fully fill, as shown in Figure 2, the cement mortar (6) is dropped due to the voids and lack of adhesive force is not performed Frequent cases,
2.충전된 시멘트몰탈(6)이 양생된 후 신축기능이 없어 계절에 의한 온도변화로 건조수축과 팽창에 의해 도 3처럼 경계석 모서리 파손(8) 또는 이탈되는 문제점이 있었으며, 2. After the filled cement mortar (6) is cured, there is no stretching function, there was a problem that the boundary stone edge breakage (8) or detached as shown in Figure 3 by dry shrinkage and expansion due to seasonal temperature changes,
3.시멘트몰탈(6) 충전 공정이 필요하였고, 인력으로 충전함으로서 비 경계적인 공법 이었다.3. Cement mortar (6) The filling process was required, and it was a non-boundary method by filling with manpower.
본 발명은 상기 종래기술의 문제점을 해결하기 위하여 발명된 것으로서, The present invention is invented to solve the problems of the prior art,
그 구조는 건조수축과 팽창 복원력이 높은 줄눈 채움판(2)의 양면에 강한 접착제(3)가 도포되고, 접착제(3)가 도포된 줄눈 채움판(2)의 양 접착 면에 접착력 확보를 위한 접착력 보호재(4)가 부착 되어 구성된 줄눈 채움 장치를 이용하면, 줄눈이 협소함에 따른 완전 충전의 어려움 과 공극(7)발생으로 인한 부실시공을 원천적으로 해소할 수 있고, Its structure has strong adhesive (3) applied to both sides of the joint filling plate (2) having high drying shrinkage and expansion restoring force, and for securing adhesive strength on both sides of the joint filling plate (2) to which the adhesive (3) is applied. By using the joint filling device configured with the adhesive force protection material (4), it is possible to fundamentally eliminate the secondary hole due to the difficulty of full filling due to the narrow joint and the generation of voids (7).
건조수축과 팽창 복원력이 높은 줄눈 채움판(2)과 접착제(3)를 적용함으로서 계절에 의한 온도 변화 시 경계석(1)의 건조수축과 팽창에 대응할 수 있으므로 경계석(1) 모서리 와 줄눈 파손(8) 또는 이탈되는 문제점을 완전히 해결 할 수 있으며. By applying the joint filler plate (2) and the adhesive (3) having high drying shrinkage and expansion restoring force, it is possible to cope with dry shrinkage and expansion of the boundary stone (1) during seasonal temperature changes. ) Or you can completely solve the problem of leaving.
시멘트몰탈(6) 충전 공정이 필요 없어 경제적이고 신속한 시공 성을 확보할 수 있도록 줄눈 채움 및 이를 이용한 경계석 시공방법을 제공함에 그 목적이 있다.The purpose of the present invention is to provide a joint filling method and a boundary stone construction method using the same so that cement mortar (6) filling process is not required, thereby ensuring economical and rapid construction.
상기한 바와 같은 목적을 달성하기 위한 본 고안의 실시 예를 하기에서 첨부된 도면을 참조하여 살펴본다.An embodiment of the present invention for achieving the object as described above looks at with reference to the accompanying drawings.
도 4는 본 발명에 따른 경계석(1) 설치방법에 사용되는 줄눈 채움판을 나타낸 사시도이고, 도 6 내지 도12는 본 발명의 경계석(1) 시공용 줄눈 채움 장치를 이용한 경계석(1) 시공 공정을 순서대로 나타낸 입체 도면이다.Figure 4 is a perspective view showing a joint filler plate used in the method of installing the boundary stone 1 according to the present invention, Figures 6 to 12 is a boundary stone (1) construction process using the joint filler device for construction of the boundary stone (1) of the present invention Is a three-dimensional drawing in order.
본 발명에 따른 경계석파손(8) 방지 및 시공성 과 경제성의 목적을 달성하기 위하여, 줄눈 채움 장치는 건조수축과 팽창 복원력이 높은 줄눈 채움판(2)의 양면에 강한 접착제(3)가 도포되며, 접착제(3)가 도포된 줄눈 채움판(2)의 양 접착 면에 접착력 확보를 위한 접착력 보호재(4)가 부착 되어 구성된다. In order to achieve the object of preventing boundary stone breakage (8) according to the present invention, and workability and economy, the joint filling device is coated with a strong adhesive (3) on both sides of the joint filling plate (2) having high drying shrinkage and expansion restoring force, An adhesive force protective material 4 for securing adhesive strength is attached to both adhesive surfaces of the joint filler plate 2 to which the adhesive 3 is applied.
상기한 구성에 있어서, In the above configuration,
건조수축과 팽창 복원력이 높은 줄눈 채움판(2)은 계절에 의한 온도 변화 시 경계석의 건조수축과 팽창에 대응할 수 있으므로 경계석 모서리와 줄눈파손(8) 또는 이탈될 우려가 없으며, 줄눈 채움판(2)의 양면에 도포된 강한 접착제(3)는 경계석(1)과 부착되어 이탈을 방지하게 되고, 줄눈이 협소함에 따른 완전 충전의 어려움과 공극발생으로 인한 부실시공을 원천적으로 해소할 수 있다.The joint filling plate (2) having high drying shrinkage and expansion restoring force can cope with dry shrinkage and expansion of the boundary stone when the temperature changes due to the season, so there is no risk of boundary stone edges and joint breakage (8) or detachment, and the joint filling plate (2). Strong adhesive (3) applied to both sides of the) is attached to the boundary stone (1) to prevent the separation, it is possible to fundamentally eliminate the secondary hole due to the difficulty of full filling and voids due to the narrow joint.
상기한 바와 같이 구성된 본 발명의 경계석 줄눈 채움 장치를 이용하여 경계석설치 시공방법에 대해 도 6 내지 도 12를 참조하여 살 펴 본다.With reference to the boundary stone installation method using the boundary stone joint filling device of the present invention configured as described above with reference to Figures 6 to 12.
먼저 도 6과 같이 경계석(1)을 설치 할 구간에 기초 콘크리트(5)를 타설 한 다음,First, the foundation concrete (5) is poured in the section where the boundary stone (1) will be installed as shown in FIG.
도 7과 같이 하나의 경계석(1)을 계획 고에 맞추어 설치하고, 도 8과 같이 줄눈 채움 장치 양면의 접착력 보호재(4)중 일면 보호재(4)를 제거한 후, 도 9처럼 일면의 접착 보호재(4)가 제거된 줄눈 채움 장치를 경계석(1) 일 측 단부에 부착 하고, 도 10과 같이 기 설치한 경계석(1)에 부착되어있는 줄눈 채움 장치의 남은 접착력 보호재(4)를 제거하고. 도 11과 같이 또 하나의 경계석(1)을 기 설치한 경계석(1)에 부착되어있는 줄눈 채움판(2)과 맞대게 설치하여 반복시공을 완료 한 다음, 도 12처럼 경계석(1) 설치 완료 후 형틀(9)을 조립하고 콘크리트(5) 타설 하여 경계석(1)을 완전히 고정시켜 완료 하게 된다. As shown in FIG. 7, one boundary stone 1 is installed according to the plan height, and one side protective material 4 is removed from the adhesive force protective material 4 on both sides of the joint filling device as shown in FIG. Attach the joint filling device 4) removed to one side of the boundary stone (1), and remove the remaining adhesive protective material (4) of the joint filling device attached to the boundary stone (1) previously installed as shown in FIG. As shown in FIG. 11, the other boundary stone 1 is installed to face the joint filling plate 2 attached to the boundary stone 1, which is already installed, to complete the repeated construction, and the installation of the boundary stone 1 is completed as shown in FIG. 12. After assembling the mold (9) and placing the concrete (5) is completed by completely fixing the boundary stone (1).
또한 상기의 목적을 달성하기 위하여 경계석 줄눈 채움 장치를 이용한 시공방법은In addition, the construction method using the boundary stone joint filling device to achieve the above object
경계석(1)을 설치 할 구간에 기초 콘크리트(5) 타설 하는 단계(S100);Placing the foundation concrete (5) in the section in which the boundary stone (1) is to be installed (S100);
경계석(1) 하나를 계획 고에 맞추어 설치하는 단계(S101); Installing one boundary stone (1) in accordance with the planned height (S101);
줄눈 채움 장치양면의 접착력 보호재(4)중 일면 보호재(4)를 제거하는 단계(S102); Removing one side protective material (4) from the adhesive protective material (4) on both sides of the joint filling device (S102);
일면의 접착 보호재(4)가 제거된 줄눈 채움 장치를 기 설치된 경계석(1) 일 측 단부에 부착하는 단계(S103); Attaching the joint filling device from which one side of the adhesive protective material 4 has been removed to one end of the boundary stone 1 installed (S103);
기 설치한 경계석(1)에 부착되어있는 줄눈 채움 장치의 남은 접착력 보호재(4)를 제거하는 단계(S104); Removing the remaining adhesive force protecting material 4 of the joint filling device attached to the boundary stone 1 previously installed (S104);
또 하나의 경계석(1)을 기 설치한 경계석에 부착되어있는 줄눈 채움판(2)과 맞대게 설치하는 단계(S105);Installing another boundary stone 1 against the joint filling plate 2 attached to the previously installed boundary stone (S105);
경계석(1) 설치 완료 후 형틀(9)을 조립하고 콘크리트(5) 타설 하여 경계석(1)을 완전히 고정시키는 단계(S106); 로 이루어진다.After the installation of the boundary stone (1) is completed, assembling the mold (9) and placing the concrete (5) to completely secure the boundary stone (1) (S106); Is made of.
상기한 바와 같이 구성된 본 발명에 의하면, According to the present invention configured as described above,
경계석(1)의 줄눈 공간(11)이 협소함에 따른 완전충전의 어려움과 공극(7)발생으로 인한 부실시공을 원천적으로 해소할 수 있는 효과가 있고, As the joint space 11 of the boundary stone 1 has a narrow effect, it is possible to solve the unsuccessful hole due to the difficulty of full filling and the occurrence of the gap 7.
건조수축과 팽창 복원력이 높은 줄눈 채움판(2)을 적용함으로서 계절에 의한 온도 변화 시 경계석(1)의 건조수축과 팽창에 대응할 수 있으므로 경계석(1) 모서리 파손(8) 또는 이탈되는 문제점을 완전히 해결 할 수 있는 효과가 있다.By applying the joint filling plate (2) having high drying shrinkage and expansion restoring force, it is possible to cope with dry shrinkage and expansion of the boundary stone (1) when the temperature changes due to the season, thereby completely eliminating the problem of edge breakage (8) or breakage of the boundary stone (1). There is an effect that can be solved.
줄눈 채움판(2) 양면에 강한 접착제(3)가 도포되어 경계석(1)과 부착됨으로 줄눈 채움판(2)이 탈락 되는 것을 방지하는 효과가 있으며,Strong adhesive 3 is applied to both sides of the joint filler plate 2 so that the joint filler plate 2 is attached to the boundary stone 1 to prevent the joint filler plate 2 from falling off.
시멘트몰탈(6) 충전 공정이 필요 없어 경제적이고 신속한 시공 성을 확보할 수 있는 효과가 있다Cement mortar (6) There is no need to fill the process has the effect of ensuring economical and quick construction
도 1은 종래의 경계석 시공방법을 나타낸 설명도 1 is an explanatory diagram showing a conventional boundary stone construction method
도 2는 종래의 줄눈 채움 부실로 공극 발생을 나타낸 사시도 Figure 2 is a perspective view showing the generation of voids in conventional joint filling insolvent
도 3은 종래의 경계석 모서리 파손을 나타낸 사시도 3 is a perspective view showing a conventional boundary stone edge breakage
도 4는 본 발명의 경계석 시공방법에 사용되는 줄눈 채움 장치를 나타낸 Figure 4 shows a joint filling device used in the boundary stone construction method of the present invention
사시도Perspective view
도 5는 본 발명의 경계석 시공방법을 나타낸 공정도. 5 is a process chart showing a boundary stone construction method of the present invention.
도 6 내지 도12는 본 발명의 도로경계석 시공용 줄눈 채움 장치를 이용한 6 to 12 is a joint filling device for construction of road boundary stone of the present invention
경계석 시공 공정을 순서대로 나타낸 단면도로서,As a sectional view showing the boundary stone construction process in order
도 6은 경계석을 설치 할 구간에 기초 콘크리트를 타설 하는 상태 6 is a state in which the foundation concrete is poured in the section to install the boundary stone
도 7은 계획 고에 맞추어 경계석 하나를 설치한 상태, 7 is a state in which one boundary stone is installed in accordance with the planned height,
도 8은 줄눈 채움 장치 양면의 접착력 보호재중 일면 보호재를 제거한 상태, 8 is a state of removing one side of the adhesive force protective material on both sides of the joint filling device,
도 9는 일면의 접착보호재가 제거된 줄눈 채움 경계석 일 측 단부에 부착한 상태, 9 is a state in which the adhesive protection material of one side is attached to one side end of the joint filling boundary stone,
도 10은 기 설치한 경계석에 부착되어있는 줄눈 채움의 남은 접착력 보호재를 제거한 상태, 10 is a state of removing the remaining adhesive protective material of the joint filling attached to the pre-installed boundary stone,
도 11은 또 하나의 경계석을 기 설치한 경계석에 부착되어있는 줄눈채움판 과 맞대이게 설치한 상태, FIG. 11 is a state in which another boundary stone is installed to face the joint filling plate attached to the previously installed boundary stone;
도 12는 경계석 설치 완료 후 형틀(거푸집)을 조립하고 콘크리트 타설 하여 경계석을 완전히 고정시킨 상태임. 12 is a state in which the boundary stone is completely fixed by assembling the mold (form) after completing the installation of the boundary stone and placing concrete.
＊ 도면의 주요부분에 대한 부호의 설명 ＊ Explanation of symbols on main parts of drawing
1: 경계석 2: 줄눈 채움판 1: Boundary Stone 2: Joint Filler
3: 접착제 4: 접착력 보호재 3: adhesive 4: adhesive protective material
5: 콘크리트 6: 시멘트몰탈. 5: concrete 6: cement mortar.
7: 공극발생 8: 경계석 모서리와 줄눈 파손 7: void formation 8: breakage of cornerstone and joint
9: 형틀(거푸집) 10: 도로상면 9: die 10: road face
11: 얇은 줄눈 공간 11: thin joint space
Claims (2)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020050054220A KR20050079965A (en) | 2005-06-23 | 2005-06-23 | The road boundary stone jointer filling device and the construction method with this |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020050054220A KR20050079965A (en) | 2005-06-23 | 2005-06-23 | The road boundary stone jointer filling device and the construction method with this |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| KR20050079965A true KR20050079965A (en) | 2005-08-11 |
Family
ID=37266802
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR1020050054220A KR20050079965A (en) | 2005-06-23 | 2005-06-23 | The road boundary stone jointer filling device and the construction method with this |
Country Status (1)
| Country | Link |
|---|---|
| KR (1) | KR20050079965A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101478817B1 (en) * | 2014-08-14 | 2015-01-08 | 최낙훈 | Joint band for boundary stone and road boundary stone assembly having the same |
| CN109577149A (en) * | 2018-12-03 | 2019-04-05 | 周峻宇 | A kind of kerbstone Paving Techniques and paver |
| CN113550195A (en) * | 2021-06-22 | 2021-10-26 | 中国五冶集团有限公司 | One-step forming construction method for asphalt concrete road curb foundation |
-
2005
- 2005-06-23 KR KR1020050054220A patent/KR20050079965A/en not_active Application Discontinuation
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101478817B1 (en) * | 2014-08-14 | 2015-01-08 | 최낙훈 | Joint band for boundary stone and road boundary stone assembly having the same |
| CN109577149A (en) * | 2018-12-03 | 2019-04-05 | 周峻宇 | A kind of kerbstone Paving Techniques and paver |
| CN109577149B (en) * | 2018-12-03 | 2021-01-26 | 滁州市宏图建设有限公司 | Curb paver |
| CN113550195A (en) * | 2021-06-22 | 2021-10-26 | 中国五冶集团有限公司 | One-step forming construction method for asphalt concrete road curb foundation |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR101036277B1 (en) | Expansion joint waterproof material of structure including road and bridge, and constructing method of expansion joint part using this | |
| RU2639760C1 (en) | Method of installing insert of compensation style warning formation of cracks and device for its implementation | |
| KR101963836B1 (en) | Concrete structure expansion joint structure | |
| CN104018425A (en) | Quickly replaceable bridge expansion joint device and mounting method thereof | |
| KR101650365B1 (en) | An Expansion Joint Filler | |
| KR101160581B1 (en) | Repair method for cement concrete pavement using cylindrical precast block | |
| KR100841796B1 (en) | Construction method of flexible connecting division of road-structure | |
| KR20050079965A (en) | The road boundary stone jointer filling device and the construction method with this | |
| JP4931509B2 (en) | Flexible waterproof joint and its construction method | |
| KR100780370B1 (en) | Tie bar for reinforced concrete pavemant and reinforced concrete pavemant method using the same | |
| CN204715148U (en) | A kind of Simple mounting temporary construction steel plate pavement system | |
| JPS62148736A (en) | Construction of bottom surface free traversing trough and culvert box | |
| KR20120082215A (en) | The device of fixing for dowel bar and that of using construction method of expantion joint equipment | |
| CN111441239B (en) | Prefabricated cover beam prestress deep-buried anchor sleeve and installation process thereof | |
| JP5893577B2 (en) | Boundary block | |
| KR100415263B1 (en) | method for mending of slab connection in bridge and structure the same | |
| JP2006233584A (en) | Bridge structure of girder bridge | |
| JP5517057B2 (en) | Gutter repair member and gutter repair method using gutter repair member | |
| JP6144319B2 (en) | Boundary block | |
| KR100260716B1 (en) | The construction method for bridge region of railroad connection and bridge structure of railroad connection | |
| KR102279927B1 (en) | Construction method for underground culvert | |
| KR100325661B1 (en) | Method of Making Uneven Surface on Concrete Structure | |
| KR200413581Y1 (en) | L-Type Channel Block | |
| KR101025019B1 (en) | Sheet pile composition rigid-frame bridge using temporary installation vent and constructing method thereof | |
| JP2008050826A (en) | Side ditch remodeling member and remodeling construction method for side ditch |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A201 | Request for examination | ||
| E902 | Notification of reason for refusal | ||
| E601 | Decision to refuse application |