KR20030047137A - Culvert drainage channel - Google Patents
Culvert drainage channel Download PDFInfo
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- KR20030047137A KR20030047137A KR1020010077543A KR20010077543A KR20030047137A KR 20030047137 A KR20030047137 A KR 20030047137A KR 1020010077543 A KR1020010077543 A KR 1020010077543A KR 20010077543 A KR20010077543 A KR 20010077543A KR 20030047137 A KR20030047137 A KR 20030047137A
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- slope
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- pipe
- drain
- drainage
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B13/00—Irrigation ditches, i.e. gravity flow, open channel water distribution systems
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B11/00—Drainage of soil, e.g. for agricultural purposes
- E02B11/005—Drainage conduits
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mechanical Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Agronomy & Crop Science (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
Description
본 발명은 수로관이 배설된 지역의 비탈면이나 도로 등의 절토된 토사상태의 자연 비탈면의 유실 또는 붕괴되는 것을 방지하기 위한 비탈면 암거배수용 수로관에 관한 것이다.The present invention relates to a channel for drainage culvert drainage for preventing the loss or collapse of natural slopes of the cut soil state such as slopes or roads in the area where the channel is disposed.
일반적으로 지상 표면에 매설하여 물을 공급하는 콘크리트 수로관을 수로 방향으로 서로 연결시켜 조립시켜 사용하는데 이때 매설된 수로관의 흐르는 물의 흐름을 유지하기 위하여 수로관의 매설하는 경사면 및 경사도의 균형유지가 필수적인바 이의 유지를 하면서 지표에 매설하는 공사는 수로관로의 매설공사는 주위의 여건에 따라 절개지에서 형성하는 비탈면이 장기간 사용하는 경우 쇄골 및 함몰하는 경우가 많은 현실이다In general, concrete water pipes buried on the ground surface and supplying water are connected to each other in the waterway direction, and then assembled and used. At this time, in order to maintain the flow of flowing water in the buried water pipes, it is essential to maintain the balance between the inclined surfaces and the slopes of the water pipes buried. In the case of the construction of the waterway pipeline, the construction of the waterway pipeline is likely to cause clavicle and depression when the slope formed at the incision site is used for a long time.
여기서 경사면에서의 쇄골 및 함몰의 해결을 위하여 비탈면에 사각형 또는 마름모형으로 조립된 보호 블럭을 서로 조립하여 비탈면을 보호하여 주고 있으나 비탈면의 형성은 주로 수로관 매설공사 도중 토양을 매립하거나 절토하여 형성하므로 비탈면의 상측 부위면의 빗물의 침투가 매우 쉬우면서 비탈면을 형성하는 토양의 지지력이 약화되어 경사면의 함몰의 원인이 제공되는 현실이다Here, in order to solve the clavicle and depression on the inclined surface, the protection blocks assembled in the square or rhombus shape are assembled on the slope to protect the slope, but the slope is mainly formed by embedding or cutting soil during waterway pipe laying. It is the reality that the cause of depression of the slope is provided because the rainwater on the upper part of the surface is very easy to penetrate, and the bearing capacity of the soil that forms the slope is weakened.
또 경사면의 함몰하는 원인으로서는 조성된 경사면의 상측 표면에서 스며들거나 지중에서 용출하는 지하수가 토양을 적층하여 형성된 비탈면의 내측 토양에 스며들어 토양의 지지강도를 약화시켜 함몰하는 원인으로 제공되는 현실이다In addition, the cause of depression of the inclined surface is a reality that groundwater that soaks from the upper surface of the inclined surface or elutes from the ground soaks into the soil inside the slope formed by stacking the soil, thereby weakening the support strength of the soil and sinking it.
따라서 이의 해결을 위하여 본인의 선발명 출원에 의하면 배수공이 천공된 배수파이프를 서로 블럭 상태로 연결하여 사용하도록 제공하였다.Therefore, in order to solve the problem, according to the application of my own invention, the drainage holes were provided to connect the drained pipes in a block state to each other.
따라서 상기 제품은 배수 보강 및 쇄골 방지 등의 효과가 제공되지만 이에 대하여 비탈면에서 더 견고하며 장기적인 안정적으로 유지하는 경제적인 제품의 제공을 제공하는 비탈면의 제공이 요구되는 현실이다Therefore, the product is provided with effects such as drainage reinforcement and prevention of clavicle, but is required to provide a slope to provide an economical product that is more robust and long-term stable in the slope.
본 발명의 종래의 제공된 배수공이 천공된 배수파이프를 서로 블록으로 조립시켜 주되 블록구조를 일체로 보강하여 주고, 또 장마에는 배수를 촉진시켜 주면서 절토된 비탈면의 유실 방지를 할 수 있도록 토사지지 보강 배수관 역할을 하면서 장마 또는 빗물에 의한 토사의 쇄골이나 무너짐을 방지하면서 수로관에 배출되어 이루어지도록 구성된 제품제공이며 이에 적절한 수로관의 제공이 요구되어 왔다.The conventional provided drainage holes of the present invention assemble the drainage pipes perforated with each other, but reinforce the block structure integrally, and promote the drainage in the rainy season, while preventing the loss of the cut slopes. It serves to provide a product configured to be discharged to the water pipe while preventing the clavicle and collapse of the soil by rainy season or rainwater, and has been required to provide an appropriate water pipe.
도1은 본 발명의 요부인 비탈면의 지중에 암거 배수관을 도시한 일부 일개된 부분 사시도1 is a partial perspective view showing a part of the culvert drainage pipe in the ground of the inclined surface which is the main part of the present invention
도2는 도1의 요부인 암거 배수관의 일부 사시도FIG. 2 is a partial perspective view of a culvert drainage pipe that is a main part of FIG.
도3은 도1의 요부인 암거배수관 대신에 배출관이 삽설된 구조를 보인 일부 절개된 부분 사시도Figure 3 is a partially cut away partial perspective view showing a structure in which the discharge pipe is inserted in place of the culvert drainage pipe that is the main part of Figure 1
도4는 도2의 요부인 암거배수관에 배출관을 삽설한 구조를 보인 일부 사시도4 is a partial perspective view showing a structure in which the discharge pipe is inserted into the culvert drainage pipe which is the main part of FIG.
<도면중 주요 부위에 대한 번호 설명><Number explanation about main parts in drawing>
21.수로관 22.비탈면 23.블럭21.Water pipe 22.Slope 23.Block
24.가장자리 25.배수로 26.배수관24.Edge 25.Drain 26.Drain
27.배수입구 28.배출구 30.천공구27.Drainage inlet 28.Outlet 30.Perforated hole
31.배출관 32.지지리브31.Exhaust pipe 32.Support rib
본 발명의 제품을 도면에 의거 구성을 설명하면 다음과 같다Referring to the configuration of the product of the present invention based on the drawings as follows.
도1은 본 발명에서 블록이 서로 마름모형으로 조립되어 보상된 비탈면의 상측부위의 지표에 매설된 배수로에서 배수입구에 천공구가 천공된 배수관을 비탈면이 주성된 적층토에 매설하면서 수로관의 양측벽면의 배출구에 연결되어 주어 구성된 구조를 보인 일부 절개된 사시도이며 도2은 도1에서 사용되는 천공구가 천공된 배수관의 부분 확대 사시도이며 도3는 도1에서 비탈면의 적층토에 매설된 천공구가 형성된 배수관의 내측공간에 배출관을 지지리브로 고정하여 삽설한 구조를 보인 일부절개된 사시도이며 도4는 도3에서 사용된 배수관에 배출관을 삽설한 구조를 보인 부분 확대 사시도이다Figure 1 in the present invention, while the blocks are assembled to each other in a rhombic shape in the drainage channel embedded in the surface of the upper side of the inclined surface compensated in the drainage inlet drainage pipe perforated in the drain inlet in the laminated soil consisting of slopes, both side wall surface 2 is a partially cut perspective view showing a structure connected to the discharge port of FIG. 2 is a partially enlarged perspective view of a drainage pipe in which the drilling tool used in FIG. 1 is drilled, and FIG. 3 is a drilling tool embedded in a laminated soil of a slope in FIG. A partially cutaway perspective view showing a structure in which the discharge pipe is inserted into the inner space of the formed drain pipe with a support rib, and FIG. 4 is a partially enlarged perspective view showing the structure in which the discharge pipe is inserted into the drain pipe used in FIG.
첨부된 도면에 의거 본 발명을 설명하면 절개지에 형성된 비탈면(22)의 상측부위에서 빗물 및 토사 등의 유입을 방지하기 위하여 지지대(24)와 배수구(25)를 설치하고 비탈면(22)에는 블럭(23)을 서로 마름모형으로 서로 조립시켜 경사면의 쇄골 등을 방지하도록 하여 토사 유실 방지 보강하여 주며 하측부위에는수로관(21)을 매설하여 형성하는 종래의 수로관로에서 장기간 사용하거나 폭우 등으로 비탈면(22)의 적층된 토사가 쇄골되거나 함몰되는 경우가 많이 발생하여 이의 토사가 수로관으로 흘러 들어서 수로관(21)의 통수가 막히는 문제가 발생하여 이의 정비작업을 다시 하여주어야 하는 문제가 발생하는 것이다Referring to the present invention according to the accompanying drawings, in order to prevent the inflow of rainwater and earth and sand from the upper side of the slope 22 formed on the incision to install a support 24 and the drain 25 and the block (22) on the slope (22) 23) to each other in a rhombus shape to prevent the clavicle, etc. of the inclined surface to prevent the loss of earth and sand, and in the lower portion of the conventional waterway pipe formed by embedding the waterway pipe 21 for long periods or slopes due to heavy rain (22) ), There are many cases in which the stacked soil is clavicled or recessed, and the soil of the soil flows into the water pipe, causing the water passage of the water pipe 21 to be blocked, so that the maintenance work must be performed again.
또 상기 구조대로 설치되는 수로관(21)에서는 대부분 토양을 적층시켜 비탈면(23)을 구성하므로 비탈면(22)의 함몰 및 쇄골 발생의 원인으로는 비탈면(22)이 형성된 배수구(25)가 설치된 상측면 부위에서 비탈면(22)의 지중으로 빗물이 스며들어 비탈면(22)을 구성하는 토사의 지지력을 약화시켜서 함몰의 원인이 되는 현상이 발생한다In addition, in the waterway pipe 21 installed according to the above structure, most of the soil is stacked to form a slope 23, and as a cause of the depression of the slope 22 and generation of clavicle, an upper side on which the drain hole 25 having the slope 22 is formed is provided. Rainwater penetrates into the ground of the slope 22 at the site, weakening the bearing capacity of the soil constituting the slope 22 and causing a depression.
따라서 상기 문제점을 해결하기 위해서는 비탈면(22)의 상측면(32)에서 스며드는 빗물을 효과적으로 제거하며 또 배수구(25)에 흐르는 빗물을 별개의 배수입구(27)을 형성하여서 비탈면(22)이 형성되도록 적층되는 토양에 스며드는 침출수를 효과적으로 재거하도록 구성된 발명으로서 비탈면(22)의 상측부위에 지지대(24)로 배수구(25)로 고정하여 설치하되 비탈면(22)의 적층된 토양에 중공구(32)가 외접하고 천공구(30)가 천공된 배수관(26)을 매설하여 입구는 배수로(25)의 배수입구(27)에 연결하고 출구는 수로관(21)의 양측벽면(21')에 배출구(28)로 연결하여서 비탈면(22)의 적층된 토양의 스며드는 빗물이나 침출수를 수로관(21)에 배출토록 형성되는 발명이다.Therefore, in order to solve the above problem, the rainwater infiltrating from the upper surface 32 of the slope 22 is effectively removed, and the rainwater flowing through the drain 25 is formed with a separate drain inlet 27 so that the slope 22 is formed. The invention is configured to effectively remove the leachate permeated to the soil to be stacked is installed on the upper side of the slope 22 to the support 24 to be fixed to the drain hole 25, but the hollow sphere 32 in the stacked soil of the slope 22 The drain pipe 26 is circumscribed and the perforated tool hole 30 is embedded, and the inlet is connected to the drain inlet 27 of the drainage passage 25, and the outlet is discharged from both side wall surfaces 21 ′ of the water channel 21. It is an invention in which the rainwater or leachate permeated in the stacked soil of the slope 22 is discharged to the waterway pipe 21 by connecting to.
또 본 발명의 실시예로는 비탈면(22)의 상측면 부위에 설치된 배수로(25)에서 배수를 촉진하기 위하여 도3에 도시된 바와 같이 배수로(25)에 일정간격으로 형성된 배수입구(27)에서 비탈면(22)의 적층된 토사에 매설되어 수로관(21)의 양측벽면(21')의 배출구(28)에 연결된 천공구(30)가 천공된 배수관(26)의 내측 공간에다 배수구(25)의 배수입구(27)에서 연결하여 수로관(21)의 양측벽면(21')에 형성된 배출구(28)로 지지리브(32)로 배출관(31)을 배수관(26)에 삽설 시켜서 구성된 발명으로서 비탈면(22)의 상측면에 빗물 또는 폭우 등으로 쌓이는 물을 신속하게 비탈면(22)의 적층된 토사를 통과하여 신속하게 수로관(21)에 배출하여 본 발명의 목적인 비탈면(22)의 장기적인 사용을 보강하여 주는 것이다In addition, in the embodiment of the present invention at the drain inlet 27 formed at a predetermined interval in the drainage passage 25 as shown in FIG. 3 to facilitate drainage in the drainage passage 25 provided at the upper side portion of the slope 22. In the inner space of the drain pipe 26 in which the drill hole 30 which is buried in the laminated soil of the slope 22 and connected to the outlet 28 of both side wall surfaces 21 'of the water channel 21 is drilled. As an invention configured by inserting the discharge pipe 31 into the drain pipe 26 with the support ribs 32 by the discharge hole 28 formed at both side wall surfaces 21 ′ of the waterway pipe 21 by connecting from the drain inlet 27. Water that accumulates in rainwater or heavy rain on the upper side of the shell quickly passes through the stacked soil of the slope 22 to quickly discharge to the water pipe 21 to reinforce the long-term use of the slope 22 for the purpose of the present invention. will be
이와 같이 구성된 본 발명은 비탈면을 적층시켜 형성하는 비탈면용 토사에 매설하여 적절한 배수역할로 토사층이 결속되는 흡착성이 강해 슬라이딩 현상이나 많은 지하수 및 침출수가 형성하여도 암거배수관에서 배수작용으로 토사의 쇄골이나 지지력 등을 보강하여 주므로 비탈면의 균형유지로 안정적인 초지의 성장을 촉진시켜 비탈면의 장기간 시설 보호 역할을 제공하는 발명이다.The present invention configured as described above has a strong adsorption property in which the soil layer binds to the sloped soil formed by stacking the sloped surface, so that the sliding phenomenon or the groundwater and leachate are formed. It is an invention that provides a long-term facility protection role of the slope by promoting the growth of stable grassland by maintaining the balance of the slope because it reinforces the bearing capacity.
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KR10-2001-0077543A KR100455841B1 (en) | 2001-12-07 | 2001-12-07 | Culvert drainage water pipe reinforced with slope safety in civil engineering and road construction |
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KR10-2001-0077543A KR100455841B1 (en) | 2001-12-07 | 2001-12-07 | Culvert drainage water pipe reinforced with slope safety in civil engineering and road construction |
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KR2020010038107U Division KR200267028Y1 (en) | 2001-12-10 | 2001-12-10 | Culvert drainage channel |
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KR100411952B1 (en) * | 2000-09-21 | 2003-12-31 | 주식회사 남원건설엔지니어링 | Supply and drainage device of slope protection block |
KR100442048B1 (en) * | 2001-08-16 | 2004-07-30 | 한재명 | A retaining wall |
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2001
- 2001-12-07 KR KR10-2001-0077543A patent/KR100455841B1/en active IP Right Grant
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KR100718722B1 (en) * | 2006-03-22 | 2007-05-16 | 주식회사 한경 | Drain system for an incline |
KR100882186B1 (en) * | 2007-03-06 | 2009-02-05 | 민승기 | The earth-and-sand collapse prevention institution of river |
CN103999592A (en) * | 2014-05-26 | 2014-08-27 | 华南农业大学 | Method for avoiding vegetation degradation of acid mine waste rock yard |
CN103999592B (en) * | 2014-05-26 | 2016-08-24 | 华南农业大学 | A kind of method preventing acid mining area waste-rock yard vegetation degeneration |
CN107100101A (en) * | 2017-04-19 | 2017-08-29 | 蔡丰伟 | Small micro- culvert |
CN107152030A (en) * | 2017-06-30 | 2017-09-12 | 西安科技大学 | A kind of Slope of Open Pit Coal Mine administering method |
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