KR100562838B1 - L-shaped gutter drainage facility for the prevention which is a water gathering of the soft ground road - Google Patents

L-shaped gutter drainage facility for the prevention which is a water gathering of the soft ground road Download PDF

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KR100562838B1
KR100562838B1 KR1020050136320A KR20050136320A KR100562838B1 KR 100562838 B1 KR100562838 B1 KR 100562838B1 KR 1020050136320 A KR1020050136320 A KR 1020050136320A KR 20050136320 A KR20050136320 A KR 20050136320A KR 100562838 B1 KR100562838 B1 KR 100562838B1
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South Korea
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drain
pin
road
extrusion member
spacer
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KR1020050136320A
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Korean (ko)
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오영택
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(주)정우엔지니어링건축사사무소
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    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F5/00—Sewerage structures
    • E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
    • E03F5/0401—Gullies for use in roads or pavements
    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F5/00—Sewerage structures
    • E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
    • E03F5/06—Gully gratings

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  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Sewage (AREA)

Abstract

본 발명은 지반침하에 의해 도로에 고인을 배수그레이팅을 이용해서 배수할 수 있도록 한 연약지반 도로의 물고임 방지를 위한 엘형측구 배수시설에 관한 것으로, 도로(20)측에 위치한 배수그레이팅(30)의 일측면에 배수핀(32)을 일정한 간격으로 형성하되 배수그레이팅(30)을 지지하기 위한 압출부재(40)의 걸림부(42) 길이보다 배수핀(32)의 길이를 더 길게 형성하여 압출부재(40)와 배수핀(32) 사이에 배수통로(44)를 형성하고, 그 배수핀(32) 사이사이에 스페이서(50)를 끼우고 배수핀(32)과 스페이서(50)를 관통하는 관통볼트(51)에 의해 스페이서(50)를 배수핀(32)에 고정하며, 배수그레이팅(30)을 지지하기 위한 압출부재(40)의 수직벽체(46)에 배수핀(32) 사이사이로 이어지는 장방형의 배수공(46a)을 형성하고, 압출부재(40)의 외측면에 하단에 역(逆)"L"자 모양의 받침부(48)를 압출부재(40)와 일체로 형성하여 내부에 스폰지(52)가 채워진 바(bar) 형태의 망태(60)를 그 받침부(48) 위에 얹고 망태(60)를 관통하는 스크류(64)를 압출부재(40)의 수직벽체(46)에 형성된 나사구멍(46b)에 결합하여 연약지반(10)에 의해 침하된 도로(20)에 고인 물(12)을 망태(60)를 통해 흡수하여 배수하도록 구성한다.The present invention relates to an elbow-shaped drainage drainage facility for preventing water trapping in soft ground roads to drain the deceased to the road by ground subsidence, using drainage grating, and the drainage grating 30 located on the road 20 side. The drain pin 32 is formed at regular intervals on one side thereof, but the length of the drain pin 32 is longer than that of the engaging portion 42 of the extrusion member 40 for supporting the drain grating 30. A drain passage 44 is formed between the member 40 and the drain pin 32, and the spacer 50 is interposed between the drain pin 32 to penetrate the drain pin 32 and the spacer 50. The spacer 50 is fixed to the drain pin 32 by the through bolt 51, and is connected between the drain pins 32 on the vertical wall 46 of the extrusion member 40 for supporting the drain grading 30. A rectangular drain hole 46a is formed, and an inverted " L " shaped support is formed at the lower end on the outer surface of the extrusion member 40. FIG. (48) integrally formed with the extrusion member 40, the screw (50) in the form of a bar (bar) filled with a sponge (52) therein is placed on the support portion 48 and the screw penetrating the mesh (60) ( 64 is coupled to the screw hole 46b formed in the vertical wall 46 of the extrusion member 40, and the water 12 accumulated on the road 20 settled by the soft ground 10 through the mesh 60. Configure to absorb and drain.

도로,연약지반,지반침하,물고임,배수그레이팅,스페이서,망태,스프링 Road, soft ground, ground subsidence, drip, drain grating, spacer, mesh, spring

Description

연약지반 도로의 물고임 방지를 위한 엘형측구 배수시설{L-shaped gutter drainage facility for the prevention which is a water gathering of the soft ground road}L-shaped gutter drainage facility for the prevention which is a water gathering of the soft ground road}

도 1은 종래 엘형측구 배수시설을 보인 단면사시도1 is a cross-sectional perspective view showing a conventional el-type side outlet drainage facility

도 2는 본 발명에 따른 연약지반 도로의 물고임 방지를 위한 엘형측구 배수시설를 보인 단면사시도Figure 2 is a cross-sectional perspective view showing an el-shaped side outlet drainage system for preventing water pooling in the soft ground road according to the present invention

도 3은 본 발명에 따른 연약지반 도로의 물고임 방지를 위한 엘형측구 배수시설를 보인 분해사시도Figure 3 is an exploded perspective view showing the el-type side outlet drainage system for preventing water pooling in the soft ground road according to the present invention

도 4는 본 발명에 따른 배수핀과 스페이서의 구조를 보인 부분 확대단면도Figure 4 is an enlarged partial cross-sectional view showing the structure of the drain pin and the spacer according to the present invention

도 5는 도3의 A부 확대도5 is an enlarged view of a portion A of FIG.

도 6은 본 발명에 따른 연약지반 도로의 물고임 방지를 위한 엘형측구 배수시설를 보인 부분 확대단면도Figure 6 is a partial enlarged cross-sectional view showing the el-type side outlet drainage facility for preventing water pooling in the soft ground road according to the present invention

* 도면의 주요부분에 대한 부호 설명 *Explanation of symbols on the main parts of the drawings

10 : 연약지반 12 : 물10: soft ground 12: water

20 : 도로 30 : 배수그레이팅20 road 30 drainage grating

32 : 배수핀 40 : 압출부재32: drain pin 40: extrusion member

42 : 걸림부 44 : 배수통로42: locking portion 44: drain passage

46 : 수직벽체 46a : 배수공46: vertical wall 46a: drain hole

46b : 나사구멍 48 : 받침부46b: screw hole 48: support part

50 : 스페이서 51 : 관통볼트50: spacer 51: through bolt

52 : 스폰지 60 : 망태52: sponge 60: mesh

64 : 스크류 66 : 스프링64: screw 66: spring

본 발명은 연약지반 도로의 물고임 방지를 위한 엘형측구 배수시설에 관한 것으로, 더욱 상세하게는 지반침하에 의해 도로에 고인을 배수그레이팅을 이용해서 배수할 수 있도록 한 연약지반 도로의 물고임 방지를 위한 엘형측구 배수시설에 관한 것이다.The present invention relates to an elbow-shaped drainage facility for preventing water trapping in soft ground roads, and more particularly, to prevent water trapping in soft ground roads, which enables drainage of drained persons on the road by ground subsidence. It is related to the elbow side drainage system for.

일반적으로 도로에 설치되어 있는 엘형측구에는 우천시 빗물을 배수하기 위한 배수로가 도로 가장자리를 따라 길게 설치되어 있으며, 흐르는 물에 휩쓸리는 낙엽이나 기타 이물질이 배수로에 유입되는 것을 차단하기 위해 배수로가 격자구조의 배수그레이팅으로 덮여 있었다.In general, the El-shaped sideways installed on the road have long drainage paths along the road edges for draining rainwater during rainy weather. Covered with grating.

그러나, 종래 엘형측구는 첨부도면 도1에 도시된 바와 같이 도로(3) 하층부에 연약지반(4)이 존재하는 경우 지반침하에 의해 도로(3)가 밑으로 가라앉으면서 도로(3) 측면과 배수로(5) 사이에 턱(6)이 발생하여 이곳에 물이 고이는 문제점이 있었으며, 추운 겨울철에는 고인 물이 얼어붙으면서 빙판(7)을 만들어 교통사고의 위험이 있었다.However, in the conventional el-shaped side opening, as shown in FIG. 1, when the soft ground 4 exists in the lower layer of the road 3, the road 3 sinks downward due to ground subsidence and the side surface of the road 3. Jaw (6) occurred between the drainage (5) there was a problem that water is accumulated there, in the cold winter, the frozen water was frozen while making the ice (7) there was a risk of traffic accidents.

본 발명은 상기와 같은 문제점을 해결하기 위하여 안출된 것으로, 그 목적은 연약지반에 침하된 도로에 고인 물을 배수할 수 있는 연약지반 도로의 물고임 방지를 위한 엘형측구 배수시설을 제공함에 있다.The present invention has been made to solve the above problems, an object of the present invention is to provide an el-shaped side drainage for preventing the water pooling of soft ground road that can drain the water accumulated on the road submerged in the soft ground.

이러한 본 발명의 목적을 달성하기 위하여 도로측에 위치한 배수그레이팅의 일측면에 배수핀을 일정한 간격으로 형성하되 배수그레이팅을 지지하기 위한 압출부재의 걸림부 길이보다 배수핀의 길이를 더 길게 형성하여 압출부재와 배수핀 사이에 배수통로를 형성하고, 그 배수핀 사이사이에 스페이서를 끼우고 배수핀과 스페이서를 관통하는 관통볼트에 의해 스페이서를 배수핀에 고정하며, 배수그레이팅을 지지하기 위한 압출부재의 수직벽체에 배수핀 사이사이로 이어지는 장방형의 배수공을 형성하고, 압출부재의 외측면에 하단에 역(逆)"L"자 모양의 받침부를 압출부재와 일체로 형성하여 내부에 스폰지가 채워진 바 형태의 망태를 그 받침부 위에 얹고 망태를 관통하는 스크류를 압출부재의 수직벽체에 형성된 나사구멍에 결합하여 연약지반에 의해 침하된 도로에 고인 물을 망태를 통해 흡수하여 배수하도록 구성하여 연약지반 도로의 물고임 방지를 위한 엘형측구 배수시설이 제공된다.In order to achieve the object of the present invention to form a drain pin at one side of the drain grating located on the side of the road at regular intervals to form a longer length of the drain pin than the engaging length of the extrusion member for supporting the drain grating extrusion A drainage passage is formed between the member and the drain pin, the spacer is sandwiched between the drain pin, the spacer is fixed to the drain pin by a through bolt passing through the drain pin and the spacer, and an extrusion member for supporting drain grating is provided. On the vertical wall, a rectangular drain hole is formed between the drain pins and an inverted " L " shaped support portion is formed integrally with the extrusion member at the lower end of the extrusion member to form a bar-filled sponge. Put the mesh on the base and screw the penetrating thread into the screw hole formed in the vertical wall of the extrusion member. To configure the standing water in the sink to drain the road to absorb through the mantle is provided elhyeong gutter drainage system for the prevention of biting Im soft soil road.

이하 본 발명에 따른 실시예를 첨부도면을 참조하여 상세히 설명한다.Hereinafter, exemplary embodiments of the present invention will be described in detail with reference to the accompanying drawings.

첨부도면 도2 내지 도6에 도시된 바와 같이 도로(20)측에 위치한 배수그레이팅(30)의 일측면에 배수핀(32)을 일정한 간격으로 형성하되 배수그레이팅(30)을 지 지하기 위한 압출부재(40)의 걸림부(42) 길이보다 배수핀(32)의 길이를 더 길게 형성하여 압출부재(40)와 배수핀(32) 사이에 배수통로(44)를 형성하고, 그 배수핀(32) 사이사이에 스페이서(50)를 끼우고 배수핀(32)과 스페이서(50)를 관통하는 관통볼트(51)에 의해 스페이서(50)를 배수핀(32)에 고정하며, 배수그레이팅(30)을 지지하기 위한 압출부재(40)의 수직벽체(46)에 배수핀(32) 사이사이로 이어지는 장방형의 배수공(46a)을 형성하고, 압출부재(40)의 외측면에 하단에 역(逆)"L"자 모양의 받침부(48)를 압출부재(40)와 일체로 형성하여 내부에 스폰지(52)가 채워진 바(bar) 형태의 망태(60)를 그 받침부(48) 위에 얹고 망태(60)를 관통하는 스크류(64)를 압출부재(40)의 수직벽체(46)에 형성된 나사구멍(46b)에 결합하여 연약지반(10)에 의해 침하된 도로(20)에 고인 물(12)을 망태(60)를 통해 흡수하여 배수하도록 구성한다.As shown in FIGS. 2 to 6, extrusion pins are formed on one side of the drain grating 30 located at the side of the road 20 at regular intervals to support the drain grating 30. The length of the drain pin 32 is formed longer than the length of the engaging portion 42 of the member 40 to form a drain passage 44 between the extrusion member 40 and the drain pin 32, the drain pin ( The spacer 50 is sandwiched between the 32 and the spacer 50 is fixed to the drain pin 32 by a through bolt 51 penetrating through the drain pin 32 and the spacer 50. In the vertical wall 46 of the extruding member 40 for supporting) is formed a rectangular drain hole 46a extending between the drain pins 32, and inverted at the lower end on the outer surface of the extruding member 40. "L" shaped support portion 48 is formed integrally with the extruded member 40 so that the bar-shaped mesh 60 filled with a sponge 52 therein is placed on the support portion 48 The screw 64 penetrating through the 60 is coupled to the screw hole 46b formed in the vertical wall 46 of the extrusion member 40, and the water 12 accumulated on the road 20 settled by the soft ground 10 ) Is configured to absorb and drain through the mesh (60).

상기 스폰지(52)의 내부에는 서로 뒤엉킨 스프링(66)을 매입하여 망태(60)의 구조적인 강성을 향상시키도록 한다.The inside of the sponge 52 is buried in the intertwined springs 66 to improve the structural rigidity of the mesh 60.

또한, 스프링(66)에는 물(12)이 접촉하기 때문에 녹이 발생되는 것을 방지하기 위해 스텐레스강으로 만들어진 스프링을 이용하거나 합성수지로 피복된 것을 이용할 수도 있다.In addition, the spring 66 may be made of stainless steel or coated with synthetic resin in order to prevent rust from occurring because the water 12 is in contact with the spring 66.

도면 중 미설명 부호 80은 배수로를 나타낸 것이며, 82는 보도를 나타낸 것이고, 84는 경계석을 나타낸 것이며, 86은 배수그레이팅(30)을 지지하기 위한 엘형강을 나타낸 것이다.In the figure, reference numeral 80 denotes a drainage passage, 82 denotes a sidewalk, 84 denotes a boundary stone, and 86 denotes an el-shaped steel for supporting the drainage grating 30.

이하 본 발명에 따른 작용을 첨부도면에 의거하여 상세히 설명한다.Hereinafter, the operation according to the present invention will be described in detail with reference to the accompanying drawings.

첨부도면 도2 내지 도6에 도시된 바와 같이 도로(20)의 하층부에 존재하는 연약지반(10)이 침하되면서 도로(20)가 밑으로 가라앉아 도로(20)와 망태(60) 사이에 턱이 형성되어 우천시 물(12)이 고이게 되면, 턱에 고인 물(12)이 망태(60) 내측에 설치되어 있는 스폰지(52)에 의해 흡수된 다음 압출부재(40)의 수직벽체(46)에 형성되어 있는 배수공(46a)을 통해 배수핀(32)과 걸림부(42) 사이에 형성된 배수통로(44)를 경유하여 배수로(80)로 배출된다.2 to 6, the soft ground 10 existing in the lower layer of the road 20 is settled, and the road 20 sinks downwards, so that the jaw between the road 20 and the mesh 60 is shown. When the water 12 is formed in the rain, the water 12 accumulated in the jaw is absorbed by the sponge 52 installed inside the mesh 60, and then the vertical wall 46 of the extrusion member 40 is formed. It is discharged to the drainage path 80 via the drainage passage 44 formed between the drain pin 32 and the locking portion 42 through the drainage hole 46a formed.

이때 망태(60)는 압출부재(40)에 형성되어 있는 받침부(48)에 얹혀진 상태로 스크류(64)에 의해 압출부재(40)의 수직벽체(46)에 고정되어 있기 때문에 침하되는 도로(20)에 의해 위치를 이탈할 염려가 없게 된다.At this time, the mesh 60 is settled on the vertical wall 46 of the extrusion member 40 by the screw 64 in a state where it is mounted on the supporting portion 48 formed in the extrusion member 40 (the road that sinks) 20) there is no fear of leaving the position.

특히, 망태(60)의 내측에 삽입되어 있는 스폰지(52) 내측에는 서로 엉킨 스프링(66)이 설치되어 있으므로, 토압에 견디는 내구성이 증대되며, 스폰지(52)의 탄성복원력 또한 증대된다.In particular, since the springs 66 entangled with each other are installed inside the sponge 52 inserted into the mesh 60, durability to endure earth pressure is increased, and the elastic restoring force of the sponge 52 is also increased.

또한, 배수그레이팅(30)에 형성되어 있는 배수핀(32) 사이사이에 설치되어 있는 스페이서(50)에 의해 배수핀(32)의 간격이 일정하게 유지될 뿐만 아니라 관통볼트(51)에 의해 배수핀(32)과 스페이서(50)가 모두 압력을 받아 밀착하도록 구성되어 있으므로 배수핀(32)의 강성이 증대된다.In addition, the spacing of the drain pins 32 is maintained not only by the spacer 50 provided between the drain pins 32 formed in the drain grating 30, but also by the through bolt 51. Since both the pin 32 and the spacer 50 are configured to be in close contact with pressure, the rigidity of the drain pin 32 is increased.

이상에서 설명한 바와 같은 본 발명은 지반침하에 의해 가라앉은 도로에 고인 물을 스폰지가 내장된 망태와 압출부재에 형성된 배수공을 통해 배수그레이팅에 형성된 배수핀 사이로 배수하도록 구성되어 있으므로, 도로에 고인 물에 의해 보도 로 물이 튀거나 추운 겨울철 한파에 의해 얼어붙는 것을 방지하여 빙판길 교통사고를 예방할 수 있는 효과가 있다.The present invention as described above is configured to drain water accumulated on the road sunk by ground subsidence between the drainage pin formed in the drain grating through the mesh with a sponge and the drain hole formed in the extrusion member, As a result, it is possible to prevent ice accidents by preventing water splashing into the sidewalk or freezing by cold winter cold.

더 나아가서 본 발명은 망태에 설치된 스폰지 내부에 서로 뒤엉킨 스프링이 매입되어 있기 때문에 망태의 구조적인 강성이 향상될 뿐만 아니라 스프링에 의해 스폰지 및 망태의 탄성복원력이 크게 향상되어 지반침하시 토압에 견디는 강성을 크게 향상시킬 수 있는 효과가 있으며, 배수핀 사이사이에 설치되어 있는 스페이서와 관통볼트에 의해 배수핀 간격이 일정하게 유지되고 강성이 향상되는 효과가 있다.Furthermore, the present invention not only improves the structural rigidity of the mesh because the springs are entangled with each other inside the sponge installed in the mesh, and the elastic restoring force of the sponge and the mesh is greatly improved by the spring to withstand the earth pressure during subsidence. There is an effect that can be greatly improved, by the spacer and the through bolt installed between the drain pins, there is an effect that the drain pin spacing is kept constant and the rigidity is improved.

Claims (2)

도로(20)측에 위치한 배수그레이팅(30)의 일측면에 배수핀(32)을 일정한 간격으로 형성하되 배수그레이팅(30)을 지지하기 위한 압출부재(40)의 걸림부(42) 길이보다 배수핀(32)의 길이를 더 길게 형성하여 압출부재(40)와 배수핀(32) 사이에 배수통로(44)를 형성하고, 그 배수핀(32) 사이사이에 스페이서(50)를 끼우고 배수핀(32)과 스페이서(50)를 관통하는 관통볼트(51)에 의해 스페이서(50)를 배수핀(32)에 고정하며, 배수그레이팅(30)을 지지하기 위한 압출부재(40)의 수직벽체(46)에 배수핀(32) 사이사이로 이어지는 장방형의 배수공(46a)을 형성하고, 압출부재(40)의 외측면에 하단에 역(逆)"L"자 모양의 받침부(48)를 압출부재(40)와 일체로 형성하여 내부에 스폰지(52)가 채워진 바(bar) 형태의 망태(60)를 그 받침부(48) 위에 얹고 망태(60)를 관통하는 스크류(64)를 압출부재(40)의 수직벽체(46)에 형성된 나사구멍(46b)에 결합하여 연약지반(10)에 의해 침하된 도로(20)에 고인 물(12)을 망태(60)를 통해 흡수하여 배수하도록 구성한 것을 특징으로 하는 연약지반 도로의 물고임 방지를 위한 엘형측구 배수시설.Drain pins 32 are formed on one side of the drain grating 30 located at the side of the road 20 at regular intervals, but are drained from the length of the engaging portion 42 of the extrusion member 40 for supporting the drain grating 30. The longer the length of the pin 32 to form a drain passage 44 between the extrusion member 40 and the drain pin 32, the spacer 50 is sandwiched between the drain pin 32 and drained A vertical wall of the extrusion member 40 for fixing the spacer 50 to the drain pin 32 by the through bolt 51 penetrating the pin 32 and the spacer 50, and for supporting the drain grading 30. A rectangular drainage hole 46a is formed in the 46 which extends between the drain pins 32, and an inverted " L " shaped support portion 48 is extruded at the lower end on the outer surface of the extrusion member 40. As shown in FIG. An extrusion member is formed by integrally forming the member 40 and placing a bar-shaped mesh 60 filled with a sponge 52 therein on the supporting portion 48 and penetrating the mesh 60. 40's Coupled to the screw hole 46b formed in the vertical wall 46, water 12 accumulated on the road 20 settled by the soft ground 10 is configured to absorb and drain through the mesh 60, characterized in that the configuration El type side drainage system to prevent water trapped on soft ground roads. 제 1 항에 있어서, 상기 스폰지(52)의 내부에는 서로 뒤엉킨 스프링(66)이 매입된 것을 특징으로 하는 연약지반 도로의 물고임 방지를 위한 엘형측구 배수시설.The method of claim 1, wherein the inside of the sponge (52) El-type side outlet drainage for preventing water pooling, characterized in that the spring entangled with each other is embedded.
KR1020050136320A 2005-12-31 2005-12-31 L-shaped gutter drainage facility for the prevention which is a water gathering of the soft ground road KR100562838B1 (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101268879B1 (en) * 2010-06-14 2013-05-29 황재호 Drain gutter for drainage structure
CN112366574A (en) * 2020-12-02 2021-02-12 北京国电天昱建设工程有限公司 Power distribution cabinet for power engineering and installation method thereof
CN114908785A (en) * 2022-05-16 2022-08-16 郭福杰 Drainage device for construction site foundation pit construction

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101268879B1 (en) * 2010-06-14 2013-05-29 황재호 Drain gutter for drainage structure
CN112366574A (en) * 2020-12-02 2021-02-12 北京国电天昱建设工程有限公司 Power distribution cabinet for power engineering and installation method thereof
CN114908785A (en) * 2022-05-16 2022-08-16 郭福杰 Drainage device for construction site foundation pit construction
CN114908785B (en) * 2022-05-16 2024-01-26 郭福杰 Drainage device for construction of foundation pit of building site

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