KR20100124231A - Catch pit for drain of a curve bridge - Google Patents

Catch pit for drain of a curve bridge Download PDF

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KR20100124231A
KR20100124231A KR1020100107220A KR20100107220A KR20100124231A KR 20100124231 A KR20100124231 A KR 20100124231A KR 1020100107220 A KR1020100107220 A KR 1020100107220A KR 20100107220 A KR20100107220 A KR 20100107220A KR 20100124231 A KR20100124231 A KR 20100124231A
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South Korea
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drainage
bridge
hinge
cover
rainwater
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KR1020100107220A
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Korean (ko)
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KR101131637B1 (en
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고재용
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    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00—Structural or constructional details of bridges
    • E01D19/08—Damp-proof or other insulating layers; Drainage arrangements or devices ; Bridge deck surfacings
    • E01D19/086—Drainage arrangements or devices
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01D—SEPARATION
    • B01D35/00—Filtering devices having features not specifically covered by groups B01D24/00 - B01D33/00, or for applications not specifically covered by groups B01D24/00 - B01D33/00; Auxiliary devices for filtration; Filter housing constructions
    • B01D35/02—Filters adapted for location in special places, e.g. pipe-lines, pumps, stop-cocks
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00—Treatment of water, waste water, or sewage
    • C02F1/001—Processes for the treatment of water whereby the filtration technique is of importance

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  • Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Organic Chemistry (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

PURPOSE: A gutter for a drainage channel of a curved bridge is provided to prevent a construction failure because the gutter can be laid in a defense wall parallel to the drainage channel. CONSTITUTION: A gutter for a drainage channel of a curved bridge comprises a cover(130) and a movable filtering net(140). The cover comprises a rainwater inlet(134) through which rainwater flowing in a drainage channel flows in, and a hinge block(133) in which a hinge(142) of the filtering net is installed. The hinge is located on the upper side of the filtering net so that the center of mass of the filtering net is biased downward. The filtering net has filtering ribs(141) to block large debris included in rainwater flowing into the rainwater inlet.

Description

곡선교량의 배수로용 집수구{Catch pit for drain of a curve bridge}Catch pit for drain of a curve bridge

본 발명은 교량의 노면에 발생하는 빗물이 신속히 배수되어질 수 있도록 배수로 상에 시공되어지는 집수구에 관한 것으로, 보다 상세하게는 곡율을 이룸과 동시에 상판 구조물이 I-빔에 의해 이루어진 교량의 빗물 배수로 상에 설치가 적합하도록 한 집수구에 관한 것이다.The present invention relates to a catchment that is constructed on the drainage so that the rainwater generated on the road surface of the bridge can be drained quickly, more specifically, the curvature and at the same time the top plate structure on the rainwater drainage of the bridge by the I-beam It is about the catchment which made it suitable for installation.

일반적으로 교량의 상판에 발생하는 빗물은 운행되어지는 차량의 타이어에 대하여 수막을 형성시켜 주행중에 있는 차량이 미끄럼에 의한 전복 사고 등에 노출되어지게 된다.In general, the rainwater generated on the upper plate of the bridge forms a water film on the tire of the vehicle being driven, thereby exposing the vehicle in driving to an overturn accident due to sliding.

따라서, 교량의 상판에 발생한 빗물을 신속히 배수를 도모하기 위하여 교량의 상판 양쪽(폭방향)으로 빗을 배수하기 위한 배수로가 설치되어 진다.Therefore, in order to quickly drain the rainwater generated in the upper plate of the bridge, a drainage path for draining the rain in both the upper plates of the bridge (the width direction) is provided.

상기의 배수로는 차량 추락을 방지하기 위하여 설치되어지는 방호벽에 대하여 이웃하게 설치되어 지게 되고, 상기 배수로 상에는 배수로로 흘러들어온 빗물을 집수하여 하천 등으로 배수가 가능하도록 하는 집수구가 설치되어지게 된다.The drainage channel is installed adjacent to the barrier wall installed to prevent the vehicle from falling down, and on the drainage path a water collecting port for collecting the rainwater flowing into the drainage path to drain the river.

상기의 집수구는 통상 배수로의 바닥면에 위치하도록 설치되어지는 것이 일반적이나, 교량의 형태에 따라 배수로의 바닥에 설치할 수 없는 경우가 발생한다.The water collecting port is generally provided to be located at the bottom surface of the drainage channel, but it is sometimes impossible to install it at the bottom of the drainage channel depending on the shape of the bridge.

즉, 교량의 상부 구조물인 상부슬래브의 프레임이 I-빔에 의해 이루어지고, 그 교량이 곡선을 이루는 곡교일 때에는 집수구의 설치를 배수로의 바닥에 설치할 수가 없었다.That is, when the frame of the upper slab, which is the upper structure of the bridge, is made of an I-beam, and the bridge is a curved curve bridge, the installation of the catchment port cannot be installed at the bottom of the drainage channel.

그 이유는 곡교를 시공할 때 곡선형태의 I-빔을 사용하는 것이 아니라, 곧게 뻗은 I-빔 다수개를 연이어 연결하되, 연결부위에서 각도를 조금씩 틀어가면서 곡교의 교량 프레임을 형성하기 때문이다.The reason is that when constructing a bridge, it does not use curved I-beams, but connects a plurality of straight I-beams in succession, but forms a bridge frame of a bridge by changing the angle slightly at the connecting portion.

상기와 같이 연결 설치되어지는 I-빔이 프레임을 구성하는 곡교에 배수로가 형성될 때 도 1에서와 같이 형성되어져 배수로의 바닥으로 설치되는 집수구의 위치가 I-빔이 연결되어지는 부위의 상면으로 위치하여져 집수구를 배수로의 바닥에 설치하지 못하고 바닥면으로부터 벗어난 지점에 설치해야 한다.When the drainage is formed in the valley bridge constituting the frame as the above-mentioned I-beams are formed as shown in FIG. It must be located so that the catchment can not be installed at the bottom of the drainage channel but at the point off the floor.

집수구를 배수로의 바닥면에 설치할 수 없는 이유는 배수로가 곡선을 이루며 형성될 때 I-빔의 끝단을 벗어나지 못하고 그 상부로 형성되어지기 때문에 배수로의 바닥을 뚫어 집수구를 설치할 때 I-빔도 함께 뚫어야 한다.The reason why the catchment can not be installed on the bottom of the drainage channel is that when the drainage channel is formed in a curved shape, it is formed at the top of the I-beam. do.

I-빔을 뚫어 집수구를 시공할 수도 있으나, 타공 작업의 작업성이 현저하게 떨어질 뿐만 아니라, 타공을 위한 장비를 추가 투입해야 하는 번거러움이 있으며, 또한 교량 상부구조물을 형성하는 I-빔이 절단되는 결과를 초래하게 되어 절단에 따른 교량 상판의 내구성에 치명적인 악영향을 미치게 된다.Although it is possible to construct a catchment through the I-beam, the workability of the perforation work is notably reduced, and the trouble of additional equipment for the perforation is added, and the I-beam forming the bridge superstructure is cut. This results in a fatal adverse effect on the durability of the bridge deck upon cutting.

따라서, I-빔을 프레임으로 하는 곡교의 배수로에 집수구를 설치할 때에는 I-빔을 벗어난 지점인 방호벽쪽으로 이동시켜 시공하게 된다.Therefore, when the catchment is installed in the drainage path of the curved bridge that uses the I-beam as a frame, it is moved to the protective wall, which is a point away from the I-beam, for construction.

상기 방호벽 쪽으로 집수구를 이동시켜 시공하는 이유는 방호벽이 위치한 부위가 I-빔을 벗어나 있는 위치이기 때문이다.The reason for the construction by moving the catchment port toward the barrier is that the portion where the barrier is located is out of the I-beam.

상기 방호벽으로 위치시켜 집수구를 시공할 때에는 방호벽의 아래 부분에 배수로와 연결되어지는 수로를 형성시켜 수로와 연통하도록 집수구를 설치하게 된다.When constructing the catchment by placing it as the barrier, the catchment is installed to communicate with the channel by forming a channel connected to the drainage channel at the lower portion of the barrier.

상기와 같이 I-빔을 벗어나 방호벽의 아래로 집수구가 위치하도록 설치하는 종래의 방식은 정형화되어 지지 못하여 스치로폴 등을 이용하여 배수로와 연통하는 수로를 포함하는 방호벽을 형성하게 되는데, 성형 완료된 수로가 정형화되어지지 못한 관계로 미관이 미려하지 못할 뿐만 아니라, 수로를 형성하기 위한 작업 공정이 복잡하여 작업인력을 많이 투입해야 함은 물론, 작업시간이 오래 걸려 공사기간을 단축시키는데 어려움이 있었다.
As described above, the conventional method of installing the catchment port under the barrier wall away from the I-beam is not standardized and forms a barrier including a channel communicating with the drainage using Schiropol. Not only could not be beautiful because of the lack of beauty, the work process for forming a waterway is complicated, and a lot of workforce should be put into operation, as well as it takes a long time to shorten the construction period.

본 발명은 종래 집수구의 단점을 해결하기 위하여 개발한 것으로 그 목적은, 교량의 상부구조물을 구성하는 프레임이 I-빔에 의해 이루어짐과 더불어 교량이 곡선을 이루는 곡교이어서 집수구의 시공이 I-빔에 의해 시공장애가 발생하였을 때 집수구의 설치위치를 배수로와 나란하는 방호벽 쪽으로 매립 시공이 가능하도록 하는 커버를 통상의 집수구 상부에 부가한 것으로써, 상부구조물인 프레임이 I-빔이고, 교량이 곡선을 이루는 곡교의 배수로에 집수구를 시공할 때 I-빔에 의한 시공장애의 어려움을 해결함과 더불어 집수구 시공에 따른 공사기간의 단축으로 인건비 및 시공원가를 절감함은 물론 배수로를 구성하는 집수구의 구조 정형화로 시공완료된 상태의 교량 외관을 미려하게 하여 교량의 품질 향상을 꾀할 수 있는 곡선교량의 배수로용 집수구를 제공하는데 있다.
The present invention was developed to solve the shortcomings of the conventional catchment, and its object is that the frame constituting the upper structure of the bridge is made by the I-beam, and the bridge is a curvature bridge, and the construction of the catchment is applied to the I-beam. When the construction failure occurs by adding the cover to the upper part of the conventional catchment to enable the installation of the catchment to the protective wall parallel to the drainage channel, the upper structure of the frame is an I-beam, the bridge is curved When constructing the catchment in the drainage of Gokkyo Bridge, it solves the difficulties of construction obstacles due to I-beams, and reduces labor cost and park cost by shortening the construction period due to the construction of the catchment. Collecting for drainage of curved bridge which can improve the quality of the bridge by making the appearance of the bridge finished To provide a sphere.

상기한 목적을 달성하기 위한 본 발명은 배수로(14)의 바닥면에 대하여 대응하는 면적을 이룸과 동시에 집수된 빗물의 배수가 수월하게 이루어 질 수 있도록 깔대기 형상의 경사판(113)이 형성되어 있고, 경사판(113)에 배수관이 연결되어지는 연결관(114)이 형성되어 있는 집수통(110)과, 상기 집수통(110)의 상부로 조립 형성됨과 동시에 빗물에 혼입되어 있는 큰 입자의 이물질을 걸러내는 거름망살을 포함하는 덮개체(120)로 이루어진 집수구(100)에 있어서,The present invention for achieving the above object is a funnel-shaped inclined plate 113 is formed so as to achieve a corresponding area with respect to the bottom surface of the drainage passage 14 and drainage of the collected rainwater can be made easily, The collection pipe 110 is formed with a connecting pipe 114 to which the drain pipe is connected to the inclined plate 113, and the foreign matter of the large particles that are assembled into the upper portion of the collection container 110 and mixed in the rain water are filtered out. In the catch 100 consisting of a cover body 120 containing a manure manure,

교량의 상부구조물(10)의 상부슬래브(11)의 노면(1) 양쪽으로 타설 형성되는 방호벽(13)의 하부 내측으로 인입 시공이 가능하도록 하는 지붕(135)을 포함함과 동시에 집수구(100)의 집수통(110)의 상부에 설치되어 배수로(14)를 따라 흐르는 빗물이 이동되어질 수 있도록 빗물유입구(134)를 일측으로 형성하고 있으며, 양측벽(131) 내면에 빗물유입구(134)로 유입되는 빗물에 혼입된 큰 입자의 이물질을 차단하는 거름망체(140)의 힌지(142)가 설치되어지는 힌지블럭(133)이 형성되어 있는 커버(130)와;The catchment 100 includes a roof 135 to allow the incoming construction to the lower inner side of the barrier wall 13 which is formed on both sides of the road surface 1 of the upper slab 11 of the upper structure 10 of the bridge. Rainwater inlet 134 is formed to one side so that the rainwater flowing along the drainage path 14 is installed on the upper portion of the sump 110, the rainwater inlet 134 on the inner surface of both side walls 131. A cover 130 formed with a hinge block 133 on which a hinge 142 of the sieve network 140 blocking foreign particles of large particles mixed in the rain water is formed;

상기 커버(130)의 힌지블럭(133)에 연결 설치되어지는 힌지(142)를 양쪽으로 포함하되, 무게중심이 하부로 치우칠 수 있도록 상기 힌지(142)가 상,하 길이를 기준으로 상부쪽에 위치하도록 형성되어지고, 배수로(14)를 따라 흘러 유입되는 빗물내에 혼입되어 있는 이물질을 걸러낼 수 있도록 거름망살(141)이 형성되어 있는 유동형 거름망체(140)로 구성된 곡선교량의 배수로용 집수구에 의해 달성된다.
The hinge 130, which is connected to the hinge block 133 of the cover 130, is installed on both sides, and the hinge 142 is positioned on the upper side based on the upper and lower lengths so that the center of gravity is biased downward. It is formed by the catchment for the drainage bridge of the curved bridge formed of a fluid sieve mesh 140 is formed so that the sieve mesh 141 is formed so as to filter out foreign matter entrained in the rainwater flowing through the drain 14 Is achieved.

이상에서 설명한 본 발명의 곡선교량의 배수로용 집수구는, 교량의 상부구조물(10)의 상부슬래브(11)를 구성하는 프레임이 I-빔(12)에 의해 이루어짐과 더불어 교량이 곡선을 이루는 곡교 이어서 집수구(100)의 시공이 I-빔(12)에 의해 시공장애가 발생하였을 때 집수구(100)의 설치 위치를 배수로(14)와 나란하는 방호벽(13) 쪽으로 매립 시공이 가능하도록 하는 커버(130)를 통상의 집수구(100) 상부에 부가 설치한 것으로써, 상부구조물(10)의 프레임이 I-빔(12)이고, 교량이 곡선을 이루는 곡교의 배수로(14)에 집수구(100)를 시공할 때 I-빔(12)에 의해 발생하였던 시공장애를 해결함과 더불어 집수구(100) 시공에 따른 공사기간의 단축으로 인건비 및 시공원가를 절감함과 더불어 배수로(14)를 구성하는 집수구(100)의 구조 정형화로 시공완료된 상태의 교량외관을 미려하게 하여 교량의 품질 향상을 꾀할 수 있는 매우 유용한 발명인 것이다.
In the above-described drainage catchment for the curved bridge of the present invention, the frame constituting the upper slab 11 of the upper structure 10 of the bridge is formed by the I-beam 12 and the curve bridge forms the curve. When the construction of the catchment port 100 has a construction obstacle caused by the I-beam 12, the cover 130 to allow the installation position of the catchment port 100 to be embedded to the barrier wall 13 parallel to the drainage 14 Is installed in the upper portion of the conventional catchment 100, the frame of the upper structure 10 is the I-beam 12, and the catchment 100 to be installed in the drainage path 14 of the curved bridge bridge is curved. In order to solve the construction obstacles caused by the I-beam 12 and to reduce the construction period according to the construction of the water collecting port 100, the water collecting port 100 constituting the drainage path 14 and reducing labor cost and city park price. The structural appearance of the bridge makes the bridge look beautiful. And very useful inventions that may seek to improve the quality of the bridge.

도 1은 본 발명에 의한 곡선교량의 배수로용 집수구가 시공되는 상태를 보인 예시도.
도 2는 본 발명에 의한 곡선교량의 배수로용 집수구의 실시예의 분리 사시도. 도 3은 본 발명에 의한 곡선교량의 배수로용 집수구의 다른 실시예의 분리사시.
도 4는 도3의 결합관계를 보여준 부분 확대도.
도 5는 본 발명에 의한 곡선교량의 배수로용 집수구를 적용한 교량의 실시 예시도.1 is an exemplary view showing a state in which the water collecting port for the drainage passage of the curved bridge according to the present invention is constructed.
Figure 2 is an exploded perspective view of an embodiment of the catchment for drainage of the curved bridge according to the present invention. Figure 3 is an isolated perspective view of another embodiment of the catchment for drainage of the curved bridge according to the present invention.
4 is a partially enlarged view showing a coupling relationship of FIG.
5 is an exemplary embodiment of a bridge to which the catchment for drainage passage of the curved bridge according to the present invention is applied.

이하, 상기한 목적을 달성하기 위한 바람직한 실시예를 첨부된 도면에 의하여 상세하게 설명하면 다음과 같다.Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings.

도1 내지 도5에서 도시한 바와 같이 본 발명에 의한 곡선교량의 배수로용 집수구(100)는, 교량 상부구조물(10)인 상부슬래브(11)의 노면(1) 양쪽으로 형성된 배수로(14)상에 시공되어지는 집수통(110)과, 집수통(110)으로 장착되는 덮개체(120) 및 상기 집수통(110)으로 얹혀지는 커버(130)와, 상기 커버(130)에 설치되는 거름망체(140)로 이루어진다.1 to 5, the drainage catchment 100 for the curved bridge according to the present invention is formed on the drainage path 14 formed on both sides of the road surface 1 of the upper slab 11, which is the bridge upper structure 10. As shown in FIG. The sump 110 to be installed in, the cover body 120 mounted to the sump container 110 and the cover 130 mounted on the sump container 110, and the manure mesh installed in the cover 130 Consisting of 140.

상기 집수통(110)은 교량 상부구조물(10)인 상부슬래브(11)의 노면(1)양쪽으로 형성되어진 배수로(14)의 바닥에 위치하도록 매립시공되고, 집수통(110)을 이루는 측벽(111)의 아래쪽으로 경사판(113)이 형성되어 있으며, 경사판(113)의 아래쪽에는 상부슬래브(10)의 아래쪽으로 노출되어 배수관(도면에 도시하지 않았음)과 연결되는 연결관(114)이 형성되어 있는 것이다.The sump 110 is buried to be located at the bottom of the drainage path 14 formed on both sides of the road surface 1 of the upper slab 11 that is the bridge upper structure 10, and the side wall forming the sump 110 ( An inclined plate 113 is formed below the inclined plate 113, and a connecting pipe 114 is formed below the inclined plate 113 to be exposed to the lower side of the upper slab 10 and connected to a drain pipe (not illustrated). It is.

상기 집수통(110)의 측벽(111)에는 커버(130)의 가이드레일(132)이 얹혀짐과 동시에 조립시에 미끄럼되어지는 가이드레일(112)이 형성되어 있다.On the sidewall 111 of the sump 110, the guide rail 132 of the cover 130 is mounted, and at the same time, the guide rail 112 is slid during assembly.

상기 집수통(110)으로 장착되는 덮개체(120)에는 빗물에 혼입되어진 슬러지를 걸러 내는 거름망살(도면에 특정부호로 지정하지 않았음)이 형성되어 있다.Cover body 120 is mounted to the sump (110) has a manure mesh (not designated by the specific reference in the drawing) to filter the sludge mixed in the rain water is formed.

상기 집수통(110)의 상부로 얹혀지는 커버(130)는 배수로(14)와 도통 하는 빗물유입구(134)가 일측으로 형성되어 있고, 빗물유입구(134)를 기준으로 상부에는 지붕(135)이 형성되어 있으며, 지붕(135)으로부터 절곡 형성되어 측벽(131)이 형성되어 있다.The cover 130 which is placed on the upper portion of the sump 110 has a rainwater inlet 134 which is connected to the drainage passage 14 to one side, and a roof 135 is formed on the upper portion of the cover 130 based on the rainwater inlet 134. It is formed, and the side wall 131 is formed by bending from the roof 135. As shown in FIG.

상기 커버(130)의 측벽(131) 내면에는 빗물유입구(134)에 위치하여지는 거름망체(140)의 힌지(142)가 설치되어지는 힌지블럭(133)이 형성되어 있다.A hinge block 133 is formed on the inner surface of the side wall 131 of the cover 130 to which the hinge 142 of the filter mesh 140 positioned at the rainwater inlet 134 is installed.

상기 커버(130)의 측벽(131) 내면에는 집수통(110)의 측벽(111)으로 형성된 가이드레일(112)에 얹혀짐과 동시에 조립시에 미끄럼되어지는 가이드레일(132)이 더 형성되어 있다.On the inner surface of the side wall 131 of the cover 130, a guide rail 132, which is mounted on the guide rail 112 formed of the side wall 111 of the sump 110 and is slid during assembly, is further formed. .

상기 커버(130)의 빗물유입구(134)로 설치되어지는 거름망체(140)는 커버(130)의 측벽(131)으로 형성되어진 힌지블럭(133)에 장착되어지는 힌지(142)가 양쪽으로 설치되어 있되, 상기 힌지(142)는 거름망체(140)의 무게중심이 아래로 위치할 수 있게 힌지(142)가 상,하 길이를 기준으로 상부에 위치하여 있다.The sieve mesh 140 installed as the rainwater inlet 134 of the cover 130 has hinges 142 mounted on both sides of the hinge block 133 formed by the side wall 131 of the cover 130. Although the hinge 142, the hinge 142 is located on the upper and lower lengths of the upper and lower lengths so that the center of gravity of the sieve network 140 can be positioned downward.

상기 거름망체(140)는 걸름망살(141)들이 상,하 수직방향으로 등간격을 갖고 형성되어져 있다.The sieve mesh 140 is formed of sieve meshes 141 having equal intervals in the vertical direction.

전술한 구성으로 이루어진 본 발명의 곡선교량의 배수로용 집수구는, 교량이 곡선이면서 상부구조물(10)을 구성하는 프레임인 I-빔(12)이 직선으로 이루어져 도1에서와 같이 곡교가 시공되어졌을때 배수로(14)가 I-빔(12) 상부에 위치 형성되어지게 된다.In the drainage catchment for the drainage bridge of the curved bridge of the present invention having the above-described configuration, the I-beam 12, which is the frame constituting the upper structure 10, has a straight line, as shown in FIG. The drainage path 14 is then formed at the top of the I-beam 12.

본 발명의 집수구(100)를 상부구조물(10)의 상부슬래브(11)에 포장 형성되어진 노면(1) 양쪽의 배수로(14)에 설치할 때에는 I-빔(12)을 벗어난 지점을 타공하여 덮개체(120)가 장착되어진 집수통(110)을 설치하게 되는데, 상기와 같이 설치되어진 집수통(110)의 상부에 커버(130)를 위치시킨다.When the catchment 100 of the present invention is installed in the drainage passages 14 on both sides of the road surface 1, which is formed on the upper slab 11 of the upper structure 10, the cover body is formed by perforating a point outside the I-beam 12. 120 is installed to install the sump container 110, the cover 130 is located on top of the sump container 110 is installed as described above.

상기 커버(130)는 도2에 도시된 바와 같이 얹혀진 상태로 조립될 수도 있고, 도3에서와 같이 집수통(110)의 측벽(111)으로 형성된 가일드레일(112)에 커버(130)의 측벽(131)으로 형성된 가이드레일(132)을 미끄럼 이동시켜 조립한다.The cover 130 may be assembled in a mounted state as shown in FIG. 2, and as shown in FIG. 3, the cover 130 may be formed on the guide rail 112 formed by the sidewalls 111 of the sump 110. The guide rail 132 formed by the side wall 131 is assembled by sliding.

상기와 같이 집수구(100)의 설치가 완료되어진 상태에서 거푸집으로 방호벽(13) 형틀을 가설한 후 그 내부에 몰탈을 부어 방호벽(13)을 형성하게 된다.In the state in which the installation of the water collecting port 100 is completed as described above, the protection wall 13 form is installed as a formwork, and then mortar is poured into the protection wall 13 to form the protection wall 13.

상기와 같이 방호벽(13)이 타설되어 시공완료된 상태가 도 5와 같다.As shown in FIG. 5, the protection wall 13 is poured and completed as described above.

도 5는 I-빔(12)을 벗어나고 배수로(14)의 일측으로 위치하게 집수구(100)가 설치되어지면, 빗물유입구(134)에 거름망체(140)를 조립하여 배수로(14)로 유입된 빗물에 혼입되어 있는 이물질을 걸러 줄 수 있도록 한다.FIG. 5 shows that when the catchment port 100 is installed outside the I-beam 12 and located at one side of the drainage path 14, the filter mesh 140 is assembled to the rainwater inlet 134 to flow into the drainage path 14. Make sure to filter out foreign matter that has been mixed in the rain.

상기와 같이 설치되어 진 집수구(100)의 집수통(110) 하부로 형성된 연결관(114)에 배수관(도면에 도시하지 않았음)을 연결하여 교량에 발생한 빗물을 원하는 곳으로 배수 시키게 되는 것이다.
The drain pipe (not shown) is connected to the connection pipe 114 formed at the bottom of the sump 110 of the water collecting port 100 installed as described above to drain the rainwater generated in the bridge to a desired place.

100 : 집수구 110 : 집수통
111 : 측벽 112,132 : 가이드레일
113 : 경사판 114 : 연결관
120 : 덮개체 130 : 커버
131 : 측벽 133 : 힌지블럭
134 : 빗물유입구 135 : 지붕
140 : 거름망체 141 : 거름망살
142 : 힌지100: sump 110: sump
111: side wall 112,132: guide rail
113: inclined plate 114: connector
120: cover 130: cover
131: side wall 133: hinge block
134: rainwater inlet 135: roof
140: sieve 141: sieve
142: hinge

Claims (2)

배수로(14)의 바닥면에 대하여 대응하는 면적을 이룸과 동시에 집수된 빗물의 배수가 수월하게 이루어 질 수 있도록 깔대기 형상의 경사판(113)이 형성되어 있고, 경사판(113)에 배수관이 연결되어지는 연결관(114)이 형성되어 있는 집수통(110)과, 상기 집수통(110)의 상부로 조립 형성됨과 동시에 빗물에 혼입되어 있는 큰 입자의 이물질을 걸러내는 거름망살을 포함하는 덮개체(120)로 이루어진 집수구(100)에 있어서,
교량의 상부구조물(10)의 상부슬래브(11) 노면(1) 양쪽으로 타설 형성되는 방호벽(13)의 하부 내측으로 인입 시공이 가능하도록 하는 지붕(135)을 포함함과 동시에 집수구(100)의 집수통(110)의 상부에 설치되어 배수로(14)를 따라 흐르는 빗물이 이동되어질 수 있도록 빗물유입구(134)를 일측으로 형성하고 있으며, 양측벽(131) 내면에 빗물유입구(134)로 유입되는 빗물에 혼입된 큰 입자의 이물질을 차단하는 거름망체(140)의 힌지(142)가 설치되어지는 힌지블럭(133)이 형성되어 있는 커버(130)와;
상기 커버(130)의 힌지블럭(133)에 연결 설치되어지는 힌지(142)를 양쪽으로 포함하되, 무게중심이 하부로 치우칠 수 있도록 상기 힌지(142)가 상,하 길이를 기준으로 상부쪽에 위치하도록 형성되어지고, 배수로(14)를 따라 흘러 유입되는 빗물내에 혼입되어 있는 이물질을 걸러낼 수 있도록 거름망살(141)이 형성되어 있는 유동형 거름망체(140)로 구성됨을 특징으로 하는 곡선교량의 배수로용 집수구.A funnel-shaped inclined plate 113 is formed so as to achieve a corresponding area with respect to the bottom surface of the drainage path 14 and to facilitate drainage of collected rainwater, and a drain pipe is connected to the inclined plate 113. Cover body 120 including a collecting pipe 110 is formed with a connection pipe 114, and the manure mesh to filter the foreign matter of large particles that are assembled into the upper portion of the water collecting container 110 and mixed in the rain water 120 In the catchment 100 made of),
Including the roof 135 to allow the incoming construction to the lower inner side of the barrier wall 13 is formed on both sides of the upper slab 11, the road surface (1) of the upper structure 10 of the bridge at the same time Rainwater inlet 134 is formed on one side so that the rainwater flowing along the drain 14 is moved to the upper portion of the sump 110 and is introduced into the rainwater inlet 134 on the inner surface of both side walls 131. A cover 130 formed with a hinge block 133 on which a hinge 142 of the sieve network 140 for blocking foreign particles of large particles mixed in the rain water is formed;
The hinge 130, which is connected to the hinge block 133 of the cover 130, is installed on both sides, and the hinge 142 is positioned on the upper side based on the upper and lower lengths so that the center of gravity is biased downward. It is formed so as to, and the drainage passage of the curved bridge characterized in that it consists of a fluid sieve mesh 140 is formed with a manure mesh 141 to filter out foreign matter mixed in the rain water flowing along the drain passage 14 Dragon catcher. 제1항에 있어서, 상기 커버(130)는 집수통(110)의 측벽(111)으로 형성된 가이드레일(112)을 따라 측벽(131) 내면으로 형성된 가이드레일(132)이 얹혀진 상태에서 미끄럼 조립 형성됨을 특징으로 하는 곡선교량의 배수로용 집수구. According to claim 1, The cover 130 is formed by sliding the guide rail 132 formed on the inner surface of the side wall 131 along the guide rail 112 formed of the side wall 111 of the sump 110 Sewer for the drainage of the curved bridge characterized in that.
KR1020100107220A 2010-10-29 2010-10-29 Catch pit for drain of a curve bridge KR101131637B1 (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2529833A1 (en) 2011-06-02 2012-12-05 Samsung Electronics Co., Ltd. Micro-fluid supplying device having gas bubble trapping function
CN112359715A (en) * 2020-11-17 2021-02-12 中冶华天南京工程技术有限公司 Green drainage system that plants of view steel bridge
CN112853968A (en) * 2021-04-06 2021-05-28 温茂彩 Bridge engineering drainage structures

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KR100458906B1 (en) * 2002-02-28 2004-12-04 안판상 A grating with gathering case
KR200300027Y1 (en) * 2002-09-30 2003-01-06 케이에스엠기술 주식회사 Drainage apparatus of slab of bridge using rectangular pipe
KR200437538Y1 (en) * 2006-11-15 2007-12-11 고훈종 Apparatus of gateway for a bridge-beam
KR100889995B1 (en) * 2008-09-05 2009-03-25 (주)신승이앤씨 Drain-pipe for bridge and construction process thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2529833A1 (en) 2011-06-02 2012-12-05 Samsung Electronics Co., Ltd. Micro-fluid supplying device having gas bubble trapping function
CN112359715A (en) * 2020-11-17 2021-02-12 中冶华天南京工程技术有限公司 Green drainage system that plants of view steel bridge
CN112853968A (en) * 2021-04-06 2021-05-28 温茂彩 Bridge engineering drainage structures

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