KR840001140Y1 - Street inlet - Google Patents
Street inlet Download PDFInfo
- Publication number
- KR840001140Y1 KR840001140Y1 KR2019820005642U KR820005642U KR840001140Y1 KR 840001140 Y1 KR840001140 Y1 KR 840001140Y1 KR 2019820005642 U KR2019820005642 U KR 2019820005642U KR 820005642 U KR820005642 U KR 820005642U KR 840001140 Y1 KR840001140 Y1 KR 840001140Y1
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- South Korea
- Prior art keywords
- concrete
- construction
- inlet
- synthetic resin
- rainwater
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/12—Manhole shafts; Other inspection or access chambers; Accessories therefor
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- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Sewage (AREA)
Abstract
내용 없음.No content.
Description
제1도는 종래의 빗물 집수구의 시공 상태 종 단면도.1 is a longitudinal cross-sectional view of a construction state of a conventional rainwater catchment.
제2도는 본 고안의 시공상태 종 단면도.2 is a longitudinal cross-sectional view of the construction state of the present invention.
제3도는 제2도의 A-A선 단면도.3 is a cross-sectional view taken along the line A-A of FIG.
제4도는 제2도의 B-B선 단면도.4 is a cross-sectional view taken along the line B-B in FIG.
제5도는 본 고안의 집수통 사시도.5 is a perspective view of the sump of the present invention.
* 도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings
11 : 집수통 12 : 외향확설부11: water container 12: outward expansion part
13 : 뚜껑 14 : 재치턱13: lid 14: wit jaw
15 : 입수구 16 : 배수구15: water inlet 16: drain
17 : 보강돌조 18a : 콘크리트보강측벽17: reinforcement protrusion 18a: concrete reinforcement side wall
19 : 경계블록 19a : 경계블록의 통수로19: boundary block 19a: channel of the boundary block
20 : 걸름간20: over time
본 고안은 인도와 접하는 차도 양측에 빗물집수구를 설치함에 있어서, 인도측에 매설된 하구관 측하방에 설치구를 굴삭하고, 이에 입수구와 배수구를 상, 하 위치에 대칭으로 형성한 합성수지제 성형의 집수통을 삽치시켜 설치한 다음, 집수통 외측과 차도측과의 공간부에 콘크리트를 주입, 타설하여 콘크리트 보강측벽을 간단한 시공으로 빗물 집수구조를 형성시킬 수 있게하여, 도로의 빗몰집수구조의 시공작업을 간편하게 수행할 수 있으며, 이에 따른 공기(工期)를 대폭 단축시켜 빗물 집수 통 설치작업비등을 대폭 절감시킬수 있도록한 도로의 빗물집수구에 관한 것이다.The present invention is to install a rainwater catchment in both sides of the driveway in contact with the sidewalk, excavation of the installation hole in the lower side of the inlet pipe buried in the side of the side, and the inlet and drainage formed in the upper and lower positions of the synthetic resin molding After installation by installing the sump, the concrete is poured into the space between the outer side of the sump and the side of the driveway, and the concrete reinforcement side wall can be formed by the simple construction to form the rainwater catchment structure. It can be easily carried out, and according to the rainwater catchment of the road that can significantly reduce the air (工期) accordingly to significantly reduce the rainwater collection tank installation work costs.
일반적으로 종래 도로의 빗물집수구조에 있어서는 제1도에 도시된 바와 같이 지면을 굴삭하여 바닥 콘크리트층(1)을 먼저 시공 양생 시킨다음, 이 상부에 거푸집을 형성하고, 이에 콘크리트를 주입, 타설하여 측벽 콘크리트 벽(2)(2')을 형성한 다음, 이에 입수구(3)가 형성된 머릿돌(4)과 뚜껑(5)을 설치하고, 하수관(6)을 측면 콘크리트벽(2)에 삽치 시켜서 빗물 집수구를 형성 시켜 왔는바, 이는 콘크리트 시공방법에 의한 것이기 때문에 먼저 바닥 콘크리트층(1)을 양상시킨후에 야비로서 측면 콘크리트벽(2)(2')을 거푸집을 사용하여 시공하여야 하므로서 그 공사가 복잡하고, 공기가 길어지고, 이에따라 공사비가 많이 요구되는 등의 여러가지 시공상의 문제점이 있을 뿐만 아니라, 하수관과의 이음부(1b)등에 완전한 기밀 시공이 어려워 장기 사용시 빗물이 이음부(1a)(1b)의 틈새를 통하여 지층으로 침수되는 현상이 야기되어 인도와 차도의 로면(路面)이 붕괴되는 등의 여러가지 문제점도 있었다.In general, in the rainwater collection structure of the conventional road, as shown in FIG. 1, the ground concrete layer 1 is first excavated by excavating the ground, and then formwork is formed on the upper part, and concrete is injected and poured into the sidewall. After forming the concrete walls (2) and (2 '), the headstone (4) and the lid (5) where the inlet (3) is formed are installed, and the sewage pipe (6) is inserted into the side concrete wall (2) to catch the rainwater catchment. Since this is due to the concrete construction method, the floor concrete layer (1) has to be faced first and then the side concrete walls (2) (2 ') should be constructed using formwork as molds. In addition, there are various construction problems, such as long air, and high construction costs, and it is difficult to completely seal the joints 1b with sewer pipes. Vagina is caused a phenomenon that is submerged into the resin layer through the gap (1a) (1b) there were various problems such that the collapse romyeon (路面) and Indian tea.
본 고안은 종래의 이와 같은 문제점을 해소하기 위하여 인도와 차도 사이에 설치구를 굴삭하고, 이에 미리 규격화 되어 양산이 가능한 합성수지제 집수통을 삽치시켜 설치한 다음, 차도측과 접하는 합성수지제 집수통의 외측과 차도측 사이의 공간부에 콘 크리트를 주입, 타설하여, 콘크리트를 보강 측벽을 형성하는 간단한 시공으로, 도로의 빗물집수구조를 형성 하므로서, 빗물집수구조의 시공기간을 대폭 줄일수 있을뿐만 아니라, 거푸집등의 별도 부자재를 요하지 않아 시공작업이 매우 간편하고, 용이하게 실시하게 되어 공사비나 공사기간을 대폭 절감 시킬수 있도록 한것으로, 이를 첨부된 도면에 의하여, 상세히 설명하면 다음과 같다.The present invention is to excavate the installation between the sidewalks and the roadway to solve the conventional problems, inserting the standardized canopy water container can be pre-standardized and mass-produced, and then in contact with the driveway side By constructing and pouring concrete into the space between the outside and the side of the roadway, it is possible to reduce the construction period of the rainwater catchment structure by forming the rainwater catchment structure of the road by simple construction of concrete to form reinforcing sidewalls. The construction work is very simple and easy to perform because it does not require separate subsidiary materials such as formwork, so that the construction cost or construction period can be greatly reduced. This will be described in detail with reference to the accompanying drawings.
즉 인도측에 매설된 하수관(16')직외방에 설치구를 굴삭하고, 이에 상부에 외향확설부(12)를 형성하여 뚜껑(13)의 재치턱(14)을 형성하며, 상 하부의 대향하는 위치에 입수구(15)와 배수구(16)을 각각 형성하고, 외주면에 종횡으로, 보강돌조(17)를 일체로 돌설한 합성수지제 집수통(11)을 삽치하여 설치한 다음, 이의 차도측 방향외주에 콘크리트 보강측벽(18a)을 현장에서 타입함을 특징으로 한 것이다.In other words, excavation of the installation port directly outside the sewage pipe 16 'buried in the side of the delivery side, thereby forming the outwardly extending portion 12 on the upper side to form the mounting jaw 14 of the lid 13, the upper and lower facing The water inlet 15 and the drain 16 are respectively formed at the position to be fitted, and the synthetic resin water collecting canister 11 is formed by inserting the reinforcing protrusion 17 integrally with the reinforcing protrusion 17 vertically and horizontally on the outer peripheral surface thereof. It is characterized in that the concrete reinforcement side wall (18a) on the outer periphery type.
또한 본 고안은 합성수지제 집수통(11)의 상부 입수구(15)외측에는 걸름간(20)을 설치하고, 이상부에 경계블록(19)을 복개, 형성시켜 합성수지제 집수통(11)의 입수구(15)와 걸름간(20)사이에 경계블록의 통수로(19a)가 설치되게 하여 빗물 집수시 이물질을 걸름간(20)을 통하여 여과하게 한다.In addition, the present invention is provided with a gap 20 on the outer side of the upper inlet 15 of the synthetic resin canister 11, and the boundary block 19 is formed on the abnormal part, the inlet of the synthetic resin canister 11 The water passage 19a of the boundary block is installed between the 15 and the span 20 so that foreign matters are collected through the span 20 when the rainwater is collected.
또한 합성수지제 집수통(11)시공후 이의 뚜껑(13)상부에는 보도블록(21)으로 복개하여, 뚜껑(13)이 인도상부로 돌출되는 방지한다. 미설명 부호 18은 콘크리트 저면 기초층을 표시한다.In addition, after the construction of the synthetic resin collecting container 11, the lid 13 is covered with a sidewalk block 21 to prevent the lid 13 from protruding to the upper side of the delivery. Reference numeral 18 denotes a concrete bottom foundation layer.
이와 같이 구성된 본 고안은 빗물집수 구조시공시 먼저 인도와 차도 접설면측에 설치구(도면중 부호 생략)를 굴삭하고, 이에 상, 하 대청방향으로, 입수구(15)와 배수구(16)를 돌설한 합성수지제 집수통(11)을 삽치시켜 설치하되, 배수구(16)가 하수관(16')내에 기밀상태로 삽치시켜 설치한다음, 합성수지제 집수통(11)의 차도측외주연과 차도기초층(도면중 부호생략) 사이의 공간부(도면중 부호생략)에 콘크리트를 직접 타설하여, 콘크리트 보강측벽(18a)을형성시키는 시공으로, 도로의 집수구조를 형성시킬 수 있게됨으로써, 시공후 차도측에서 가해지는 동압이나 토압에 충분히 견딜 수 있게될 뿐만 아니라, 하수관(16')과 합성수지제 집수통(11)의 배수구(16)와의 접함, 연결상태가 기밀하여 누수의 염려가 없어 빗물누수에 따른 인도 및 차도의 붕괴현상을 방지할 수 있으며, 또한 시공시에는 미리 규격화 되어 성형된 합성수지제 집수통(11)을 설치한후, 현장에서 직접 그 외주 차도측에만 콘크리트 보강측벽(18a)을 타설하는 간단한 시공으로, 빗물 집수구 조를 형성시킬 수 있게되어 종래와 같은 거푸집등의 별도 건자재가 필요없게되어 시공이 간편하고, 코크리트 양생에 따른 양생시간을 요하지 않게 되어 공기를 대폭 절감 시킬수 있게 되므로서, 공사비등을 대폭 절감시킬 수 있는 매우 유용한 고안인 것이다.When the rainwater catchment structure is constructed, the present invention constructed as described above first excavates the installation port (not shown in the drawing) on the side of the side surface of the sidewalk and the driveway, thereby turning the inlet 15 and the drain 16 in the upper and lower directions. Install and install the sewage reservoir 11 made of synthetic resin, and install the drainage outlet 16 in the sewage pipe 16 'in an airtight state, and then, the outer side periphery of the synthetic resin reservoir 11 and the driveway foundation layer ( In the construction where concrete is directly placed in the spaces (not shown) in the drawing to form concrete reinforcement side walls 18a, the water collecting structure of the road can be formed. Not only can it endure the applied dynamic or earth pressure, but also the contact between the sewage pipe 16 'and the drain port 16 of the synthetic resin sump 11, the connection state is airtight, so there is no fear of leakage, leading to rainwater leakage. Prevention of road and driveway collapse In addition, after the installation of the standardized and molded synthetic resin canister (11) in the case of construction, the rainwater catchment structure is established by simply installing the concrete reinforcement side wall (18a) only on the outer peripheral side directly at the site. Since it is possible to form, it does not require separate construction materials such as formwork as in the prior art, and is easy to construct, and does not require curing time due to concrete curing, which can greatly reduce air, thereby significantly reducing construction costs. It is a very useful design.
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR2019820005642U KR840001140Y1 (en) | 1982-07-16 | 1982-07-16 | Street inlet |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR2019820005642U KR840001140Y1 (en) | 1982-07-16 | 1982-07-16 | Street inlet |
Publications (2)
Publication Number | Publication Date |
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KR840000538U KR840000538U (en) | 1984-02-24 |
KR840001140Y1 true KR840001140Y1 (en) | 1984-06-30 |
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ID=19226291
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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KR2019820005642U KR840001140Y1 (en) | 1982-07-16 | 1982-07-16 | Street inlet |
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KR (1) | KR840001140Y1 (en) |
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1982
- 1982-07-16 KR KR2019820005642U patent/KR840001140Y1/en active
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KR840000538U (en) | 1984-02-24 |
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