KR20120005894A - Three dimensional crossroad of double layers underground road - Google Patents

Three dimensional crossroad of double layers underground road Download PDF

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Publication number
KR20120005894A
KR20120005894A KR1020100066586A KR20100066586A KR20120005894A KR 20120005894 A KR20120005894 A KR 20120005894A KR 1020100066586 A KR1020100066586 A KR 1020100066586A KR 20100066586 A KR20100066586 A KR 20100066586A KR 20120005894 A KR20120005894 A KR 20120005894A
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South Korea
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road
paths
driving
connection
path
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KR1020100066586A
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Korean (ko)
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한상주
안승주
홍우식
박상헌
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주식회사동일기술공사
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Priority to KR1020100066586A priority Critical patent/KR20120005894A/en
Publication of KR20120005894A publication Critical patent/KR20120005894A/en

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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C1/00Design or layout of roads, e.g. for noise abatement, for gas absorption
    • E01C1/04Road crossings on different levels; Interconnections between roads on different levels
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C1/00Design or layout of roads, e.g. for noise abatement, for gas absorption
    • E01C1/002Design or lay-out of roads, e.g. street systems, cross-sections ; Design for noise abatement, e.g. sunken road
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H14/00Buildings for combinations of different purposes not covered by any single one of main groups E04H1/00-E04H13/00 of this subclass, e.g. for double purpose; Buildings of the drive-in type

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)

Abstract

PURPOSE: A grade separated crossing of a multilayer structure underpass is provided to secure the road of the ground in underground by forming multilayer structured roads as network. CONSTITUTION: A grade separated crossing of a multilayer structure underpass comprises a first road(10), a second road(20), and a redirection road. Road 1-1 and road 1-2 are form on a first road in double layer type. Road 2-1 and road 2-2 having different directions are form on a second road in double layer type. The second road has different height from the first road in a right crossing direction with the first road. The redirection road interlinks the first and second roads.

Description

복층구조 지하도로의 입체교차로{THREE DIMENSIONAL CROSSROAD OF DOUBLE LAYERS UNDERGROUND ROAD}THREE DIMENSIONAL CROSSROAD OF DOUBLE LAYERS UNDERGROUND ROAD}

본 발명은 입체교차로에 관한 것으로, 더욱 상세하게는 서로 반대 방향의 주행로를 갖는 복층구조의 지하도로간을 연결하는 4지 형태의 복층구조 지하도로의 입체교차로에 관한 것이다.
The present invention relates to a three-dimensional crossroads, and more particularly to a three-dimensional double-layered underground road connecting the two-layered underground roads having a running path in the opposite direction to each other.

고밀화된 대도시에서는 도로교통 혼잡이 상습적으로 발생하는 치명적인 문제점을 지니고 있으나 대부분의 경우 용지보상비 및 토지소유자와의 이해 관계 등으로 인해 도로의 확충 및 기타 제반시설의 확보가 어려운 실정이다.In densely populated cities, road traffic congestion has a fatal problem, but in most cases, it is difficult to expand roads and secure other facilities due to land compensation costs and interests with land owners.

더욱이, 대도시의 낙후지역에는 다양한 형태의 도시재생사업이 추진되고 있는데, 도시재생사업은 많은 경우 대규모 복합용도 개발(mixed-use development)의 형태로 진행되고 있어 이로 인한 신규 교통유발 수요를 감당할 수 있는 도로인프라가 절실히 요구된다.Moreover, various types of urban regeneration projects are being promoted in the underdeveloped areas of large cities, and in many cases, urban regeneration projects are being carried out in the form of large-scale mixed-use development. Road infrastructure is desperately needed.

이러한 대도시가 안고 있는 문제를 해결하기 위해 전 세계적으로 지하도로 및 지하공간을 이용하고자 하는 다양한 방안들이 강구되고 있다. In order to solve the problem of such a large city, various ways to use the underground road and the underground space have been devised worldwide.

서울시의 경우 「지상도로 교통량 저감을 위한 기본계획」을 통해 6개 노선, 총연장 149㎞ 달하는 지하도로망을 계획하고 있으며, 「지하공간의 체계적 활용을 위한 마스터플랜 수립」용역을 통해 기존의 지상 위주의 평면적 도시계획에서 탈피, 지상과 지하가 복합적으로 개발되는 입체도시를 계획하고 있다.The Seoul Metropolitan Government plans six underground lines and a network of underground roads with a total length of 149 km through the Basic Plan for Reducing Traffic on the Ground Roads, and focuses on existing ground-based services through the establishment of a master plan for the systematic utilization of underground spaces. Away from the plan city planning, the city plans to build a three-dimensional city in which both ground and underground are developed.

지하도로는 권역간 고속의 차량 이동성을 확보하기 위해 일반적으로 자동차전용도로로서 구축된다. 지하도로의 최근 건설유형은 복층구조의 터널형태로서, 이는 토지 이용을 절감시킴으로써 시공성 및 경제성을 향상시키기 위함이다.Underground roads are generally constructed as roads for automobiles in order to secure high-speed vehicle mobility between zones. The recent construction type of the underground road is a multi-layered tunnel, in order to improve the constructability and economics by reducing land use.

지하도로가 자동차전용도로로 구축되면 지하도로망 구성시 지하도로와 지하도로가 만나는 교차로는 입체교차로로 설계되는 것이 원칙인데, 지하도로가 복층구조를 지니게 되면 기존의 입체교차로 구조는 적용이 불가능한 문제점이 발생한다.When an underground road is constructed as a car-only road, the intersection of the underground road and the underground road is designed as a three-dimensional intersection when constructing the underground road network. do.

이는 기존에 복층구조 지하도로를 단일 노선으로 구축한 사례는 있으나, 대규모 네트워크망으로 구축한 사례는 부재하기 때문이다.
This is because there have been cases where a double-layered underground road has been constructed as a single route, but there have been no cases where a large-scale network has been constructed.

본 발명은 전술한 바와 같은 문제점을 해결하기 위한 것으로, 복층구조의 지하도로 2개 노선을 서로 연계시키며, 지하부에 도로를 구축하여 교통흐름을 원활케 하며 4지 입체교차로를 시공하여 지하도로망을 형성할 수 있는 복층구조 지하도로의 입체교차로를 제공하려는데 목적이 있다.The present invention is to solve the problems as described above, to connect the two lines of the two-story underground road to each other, to build a road in the basement to facilitate the traffic flow and to construct a four-dimensional three-way intersection to form an underground road network The purpose is to provide a three-dimensional intersection of the two-story underground road.

전술한 바와 같은 목적을 달성하기 위한 본 발명에 따른 복층구조 지하도로의 입체교차로는, 서로 다른 주행방향의 제1-1,1-2주행로가 상하 복층형으로 형성된 제1도로와; 서로 다른 주행방향의 제2-1,2-2주행로가 상하 복층형으로 형성되며 제1도로와 직교하는 방향이면서 제1도로와 높이차를 두고 시공되는 제2도로와; 상기 제1,2도로를 연결하는 방향전환 및 연결로를 포함하는 것을 특징으로 한다.Three-dimensional intersection of the multi-layered underground road in accordance with the present invention for achieving the object as described above, the first road and the first road, the first and second roads in different driving directions are formed in the upper and lower duplex; 2nd and 2nd driving paths of different driving directions are formed in a vertical upper and lower duplex type, and are orthogonal to the first road and constructed with a height difference from the first road; It characterized in that it comprises a direction change and connecting road connecting the first and second roads.

상기 연결로는 주행로에 하나의 진출램프를 통해 연결되며 각각 제1,2분기로로 분기되어 2개의 다른 주행로에 연결되는 것을 특징으로 한다. The connection path is connected to one driving ramp through a first ramp and is branched to each of the first and second branches, characterized in that connected to two different driving routes.

상기 연결로는 원형으로 형성되어 상기 제1,2도로를 연결하는 것을 특징으로 한다.The connection path is formed in a circular shape, characterized in that for connecting the first and second roads.

상기 연결로는 상기 제1,2도로에 각각 독립적으로 연결되는 가지로를 포함하는 것을 특징으로 한다.The connection path is characterized in that it comprises a branch road independently connected to the first and second roads, respectively.

본 발명은 제1,2도로를 건축물의 주정차 공간과 연계하는 것을 특징으로 한다.
The present invention is characterized in that the first and second roads are connected to the parking space of the building.

본 발명에 의한 복층구조 지하도로의 입체교차로에 의하면, 지하에 서로 다른 방향의 주행로를 복층형으로 구성하면서 본선인 복층형 도로를 네트워크망으로 구축하여 지상의 도로를 지하에 확충할 수 있으므로 지상의 교통을 원활하게 할 수 있고 지상을 친환경적으로 조성할 수 있다.According to the three-dimensional intersection of the multi-layered underground road according to the present invention, it is possible to expand the ground road in the basement by constructing the double-lane road, which is the main line, as a network network while constructing the traveling roads in different directions in the basement. Can be made smoothly and the ground can be made environmentally friendly.

그리고, 지하도로를 건축물과 연계하여 단순한 교차로의 기능을 뛰어넘어 건축물로의 집객효과를 도모할 수 있으므로 지하도로 주변 건축물의 연계가 활발하게 이루어질 수 있다.
In addition, by linking the underground road with the building, it is possible to promote the occupant effect to the building beyond the function of a simple intersection, so that the connection of the building around the underground road can be made active.

도 1은 본 발명의 실시예 1에 의한 복층구조 지하도로의 입체교차로의 구성도.
도 2는 본 발명의 실시예 1에 의한 복층구조 지하도로의 입체교차로가 건축물과 연계된 것을 보인 평면도.
도 3은 본 발명의 실시예 2에 의한 복층구조 지하도로의 입체교차로의 구성도.
도 4와 도 5는 각각 본 발명의 실시예 2에 의한 복층구조 지하도로의 입체교차로가 건축물과 연계된 것을 보인 평면도.
도 6은 본 발명의 실시예 3에 의한 복층구조 지하도로의 입체교차로의 구성도.
도 7은 본 발명의 실시예 4에 의한 복층구조 지하도로의 입체교차로의 구성도.
1 is a block diagram of a three-dimensional intersection of the multi-story underground road in accordance with a first embodiment of the present invention.
Figure 2 is a plan view showing that the three-dimensional intersection of the multi-story underground road according to the first embodiment of the present invention is associated with the building.
3 is a block diagram of a three-dimensional intersection of the multi-story underground road in accordance with a second embodiment of the present invention.
4 and 5 are a plan view showing that the three-dimensional intersection of the multi-story underground road according to the second embodiment of the present invention is associated with the building.
Figure 6 is a block diagram of a three-dimensional intersection of the multi-story underground road in accordance with a third embodiment of the present invention.
Figure 7 is a block diagram of a three-dimensional intersection of the multi-story underground road in accordance with a fourth embodiment of the present invention.

<실시예 1>&Lt; Example 1 >

도 1에서 보이는 바와 같이, 본 실시예에 따른 복층구조 지하도로의 입체교차로는, 서로 다른 주행방향의 제1-1,1-2주행로(11,12)가 상하 복층형으로 형성된 제1도로(10)와; 서로 다른 주행방향의 제2-1,2-2주행로(21,22)가 상하 복층형으로 형성되며 제1도로(10)와 직교하는 방향이면서 제1도로(10)와 높이차를 두고 시공되는 제2도로(20)와; 제1,2도로(10,20)를 연결하는 방향전환로를 포함한다.As shown in FIG. 1, in the three-dimensional intersection of the multi-layered underground road according to the present embodiment, the first road (1, 1, 1-2 running paths 11 and 12 in different driving directions) is formed in a double-layered up and down type ( 10); 2-1, 2-2 mileage (21, 22) of the different driving direction is formed in the upper and lower duplex form and is constructed at a height difference with the first road 10 while being perpendicular to the first road (10) A second road 20; It includes a direction change road connecting the first and second roads (10, 20).

제1,2도로(10,20)는 지중에 서로 다른 높이로 예컨대 "+" 형태로 시공될 수 있고, 상기 방향전환로를 통해서만 연결된다.The first and second roads 10 and 20 may be constructed at different heights in the ground, for example, in the form of "+", and are connected only through the turning roads.

상기 방향전환로는 전 방향의 주행로(11,12,21,22)를 자유롭게 방향 전환할 수 있도록 각각 연결로(13,14,23,24)가 구성된다.The direction change paths are connected to the connection paths 13, 14, 23, and 24 so as to freely change directions of the driving paths 11, 12, 21, and 22 in all directions.

제1연결로(13)는 제1-1주행로(11)와 제2-1, 제2-2주행로(21,22)를 연결하며, 제2연결로(14)는 제1-2주행로(12)와 제2-1, 제2-2주행로(21,22)를 연결한다. The first connection path 13 connects the first-first runway 11 and the second-first and second-second runways 21 and 22, and the second connection path 14 connects to the first-second runway. The driving path 12 is connected to the 2-1, 2-2 driving paths 21 and 22.

제3연결로(23)는 제2-1주행로(21)와 제1-1, 제1-2주행로(11,12)를 연결하며, 제4연결로(24)는 제2-2주행로(22)와 제1-1, 제1-2주행로(11,12)를 연결한다.The third connecting path 23 connects the 2-1st driving path 21 and the 1-1, 1-2th driving paths 11 and 12, and the fourth connecting path 24 connects the 2-2. The driving route 22 is connected to the first-first and the first-second running routes 11 and 12.

이와 같이 제1 내지 제4연결로(13,14,23,24)는 각각의 주행로(11,12,21,22)에서 하나의 진출램프를 통해 연결되며 각각 2개의 제1,2분기로(13a,13b,14a,14b,23a,23b,24a,24b)로 분기되어 2개의 다른 주행로에 연결된다.As such, the first to fourth connection paths 13, 14, 23, and 24 are connected to each of the driving paths 11, 12, 21, and 22 through one exit ramp, respectively, to two first and second branches. Branched to 13a, 13b, 14a, 14b, 23a, 23b, 24a, and 24b, it is connected to two different driving paths.

제1연결로(13)를 예로 들어 설명하면, 제1연결로(13)는 제1-1주행로(11)와 제2-1,2-2주행로(21,22)를 연결하는 것이며, 제1-1주행로(11)에서는 하나의 노선으로 진출되지만 제2-1,2-2주행로(21,22)를 연결하기 위하여 제1,2분기로(13a,13b)로 분기된다.Taking the first connection path 13 as an example, the first connection path 13 connects the first-first driving path 11 and the second-first and second-second driving paths 21 and 22. In the first-first runway 11, the vehicle enters one line, but branches to the first and second branch roads 13a and 13b to connect the second-first and second-second runways 21 and 22. .

제1-1주행로(11)를 기준으로 할 때 제1분기로(13a)는 우회전일 수 있고, 제2분기로(13b)는 좌회전일 수 있으며, 좌회전의 경우 3/4바퀴의 회전을 통해 제2-2주행로(22)에 연결된다.The first branch road 13a may be a right turn, the second branch road 13b may be a left turn, and in the case of the left turn, a 3/4 wheel may be rotated based on the first-first runway 11. It is connected to the second-two runway 22 through.

제2분기로(13b)가 3/4바퀴를 회전하여 길이가 길어지나, 제1-1주행로(11)와 제2-2주행로(22)간에 높이차가 있기 때문에 안전주행을 위한 적정한 구배를 확보할 수 있는 이점이 있다.The second branch road 13b rotates three quarters of a turn to increase the length, but there is a difference in height between the first-first runway 11 and the second-second runway 22, so that it is an appropriate gradient for safe driving. There is an advantage that can be secured.

즉, 제1도로(10)의 아래쪽에 제2도로(20)가 설계되면, 제1-1주행로(11)는 가장 높은 곳에 있고, 제2-2주행로(22)는 가장 낮은 곳에 설계되므로 제1-1주행로(11)와 제2-2주행로(22)간에 상당한 높이차가 있어, 제2분기로(13b)와 같은 루프형 도로를 통해 제1-1주행로(11)와 제2-2주행로(22)간의 높이차를 극복하는 동시에 적정한 구배의 확보가 가능하다.
That is, when the second road 20 is designed below the first road 10, the first-first runway 11 is located at the highest position, and the second-second runway 22 is designed at the lowest place. Therefore, there is a considerable height difference between the first-first runway 11 and the second-second runway 22, and the first-first runway 11 through the loop type road like the second branch road 13b. It is possible to overcome the height difference between the second and second driving paths 22 and to secure an appropriate gradient.

또한, 제1-1주행로(11)에는 1개의 진출램프(L1)와 2개의 진입램프(L2,L3)가 연결되는데, 진출램프(L1)는 진입램프(L2,L3)보다 앞쪽에 배치되어 즉 차량이 유출후 유입되어, 제1-1주행로(11) 상에 차량의 엇갈림현상을 사전에 배제함으로써 차량의 소통을 원활하게 할 수 있다.
In addition, one entry ramp L1 and two entry ramps L2 and L3 are connected to the first-first runway 11, and the exit ramp L1 is disposed ahead of the entry ramps L2 and L3. That is, the vehicle flows in and out of the vehicle, and thus the vehicle's communication can be smoothly eliminated by preliminarily eliminating the vehicle's staggering on the first-first driving path 11.

제2 내지 제4연결로(14,23,24)도 제1연결로(13)와 동일한 방식으로 제1,2분기로(14a,14b,23a,23b,24a,24b)가 설계되고, 진출램프와 진입램프가 설계된 것이다.The first to second branch paths 14a, 14b, 23a, 23b, 24a, and 24b are designed in the same manner as the second to fourth connection paths 14, 23, and 24, and the exit is performed. The lamp and entry lamp are designed.

이상에서 설명한 것처럼, 제1 내지 제4연결로(13,14,23,24)는 주행로의 높이 및 주행 방향 등에 따라 상향 또는 하향의 구배로 시공되는데, 3/4바퀴의 회전에 의해 설계됨에 따라 상향 또는 하향에 상관없이 모든 구간에서 안전성을 확보할 수 있다.As described above, the first to fourth connection paths 13, 14, 23, and 24 are constructed in an upward or downward gradient according to the height and driving direction of the driving path, and are designed by rotation of 3/4 wheels. Therefore, safety can be secured in all sections regardless of upward or downward.

평면상에서 볼 때 제1 내지 제4연결로(13,14,23,24)는 동심원으로 형태로 설계되며, 도면에서는 제1연결로(13)가 가장 바깥쪽에, 제4연결로(24)가 가장 안쪽에 배치된 것으로 설계되었다.In the plan view, the first to fourth connection paths 13, 14, 23, and 24 are designed in a concentric shape, and in the drawing, the first connection path 13 is the outermost and the fourth connection path 24 is formed. It is designed to be placed on the innermost side.

제1-1,1-2,2-1,2-2주행로(11,12,21,22)와 제1 내지 제4연결로(13,14,23,24)는 각각 1차선 이상으로 구성될 수 있고, 우분류 및 우합류 체계로 교통안전 측면상 탁월한 효과가 있다.
1-1,1-2,2-1,2-2 driving paths (11,12,21,22) and the first to fourth connection paths (13,14,23,24) are each more than one lane It can be configured and has an excellent effect in terms of traffic safety with the right classification and right flow system.

본 실시예는 지중 구조물로서, 도 2에서처럼, 건축물(1)과 연계하여 제1,2도로(10,20)를 주행하는 차량이 지상을 통해 건축물(1)에 출입하지 않고 제1,2도로(10,20)를 이용하여 출입할 수 있도록 함으로써 제1,2도로(10,20)의 효용성을 높이고 건축물(1)에 대한 집객효과를 높여 건축물(1)의 가치를 높일 수 있도록 한다.This embodiment is an underground structure, as shown in Figure 2, the first and second roads without the vehicle running on the first and second roads (10, 20) in conjunction with the building (1) to enter the building (1) through the ground By allowing the entrance and exit using (10,20), it is possible to increase the utility of the first and second roads (10,20) and increase the customer effect on the building (1) to increase the value of the building (1).

건축물(1)에는 주차장(정차가 가능한 공간을 포함)을 마련하며, 제1,2도로(10,20)는 건축물(1)을 관통하도록 한다.The building 1 is provided with a parking lot (including a space capable of stopping), and the first and second roads 10 and 20 pass through the building 1.

제1,2도로(10,20)를 주행하는 차량이 지상으로 나간 후 건축물(1)에 다시 들어오지 않고 바로 지하 주차장에 진입할 수 있도록, 반대로 지하 주차장에 주차된 차량이 제1,2도로(10,20)에 진입할 수 있도록 제1-1,1-2,2-1,2-2주행로(11,12,21,22)의 일측 또는 양측에는 각각 지하 주차장과 통하는 하나 이상의 건축물 진입부와 건축물 진출로가 형성된다.On the contrary, the vehicle parked in the underground parking lot is the first and second road so that the vehicle driving on the first and second roads 10 and 20 goes out to the ground and then enters the underground parking lot without entering the building 1 again. Enter one or more buildings on one side or both sides of the 1-1,1-2,2-1,2-2 mileages (11,12,21,22) to enter 10,20, respectively, through the underground parking lot. Wealth and building access roads are formed.

건축물 진입로와 건축물 진출로는 제1,2분기로(13a,13b,14a,14b,23a,23b,24a,24b)에도 형성될 수 있다.
The building access road and the building access road may be formed in the first and second branch roads 13a, 13b, 14a, 14b, 23a, 23b, 24a, and 24b.

<실시예 2><Example 2>

도 3에서 보이는 것처럼, 본 실시예에 따른 복층구조 지하도로의 입체교차로는, 서로 다른 주행방향의 제1-1,1-2주행로(11,12)가 상하 복층형으로 형성된 제1도로(10)와; 서로 다른 주행방향의 제2-1,2-2주행로(21,22)가 상하 복층형으로 형성되며 제1도로(10)와 직교하는 방향이면서 제1도로(10)와 높이차를 두고 시공되는 제2도로(20)와; 하나 이상의 원형 연결로로 구성된다.As shown in FIG. 3, in the three-dimensional intersection of the multi-layered underground road according to the present embodiment, the first road 10 having the first-first and second-long running paths 11 and 12 in different driving directions formed in a vertical upper and lower duplex type (10). )Wow; 2-1, 2-2 mileage (21, 22) of the different driving direction is formed in the upper and lower duplex form and is constructed at a height difference with the first road 10 while being perpendicular to the first road (10) A second road 20; It consists of one or more circular connections.

제1,2도로(10,20)는 실시예 1과 동일하므로 구체적인 설명을 생략한다.Since the first and second roads 10 and 20 are the same as those in the first embodiment, detailed descriptions thereof will be omitted.

원형 연결로는 제1,2도로(10,20)와 연결되어 제1,2도로(10,20)의 차량이 진입하고, 차량이 제1,2도로(10,20)에 진출할 수 있도록 다수의 진출입 연결로가 구비된다.The circular connection path is connected to the first and second roads 10 and 20 so that vehicles on the first and second roads 10 and 20 can enter and the vehicles can enter the first and second roads 10 and 20. In and out of the connection is provided.

원형 연결로는 하나로 구성되어도 차량의 방향 전환을 안내할 수 있지만, 정체를 막을 수 있도록 2개, 즉, 제1,2원형 연결로(30,40)로 구성되는 것이 바람직하다.Although it is possible to guide the change of direction of the vehicle even if it is configured as a single circular connection, it is preferable that it is composed of two, namely, first and second circular connection paths 30 and 40 so as to prevent congestion.

제1원형 연결로(30)는 제1도로(10)의 차량이 진출하여 제2도로(20)에 진입할 수 있도록 하고, 제2원형 연결로(40)는 제2도로(20)의 차량이 진출하여 제1도로(10)에 진입할 수 있도록 한다.The first circular connection path 30 allows the vehicle of the first road 10 to enter and enter the second road 20, and the second circular connection path 40 is the vehicle of the second road 20. This advance allows entry into the first road 10.

이에 따라, 제1,2원형 연결로(30,40)에는 2개의 진출 연결로(31,32,41,42)와 2개의 진입 연결로(33,34,43,44)가 갖추어진다.Accordingly, the first and second circular connection paths 30 and 40 are provided with two entrance connection paths 31, 32, 41, and 42 and two entrance connection paths 33, 34, 43, and 44.

제1,2원형 연결로(30,40)는 제1,2도로(10,20)의 사이에 배치되는데, 도면에서처럼, 서로 다른 직경으로 동일 높이 또는 서로 다른 높이로 설계될 수 있고, 다르게는 동일 직경으로 서로 다른 높이로 설계될 수 있다. 전자의 경우 직경이 작은 제2원형 연결로(40)가 제1원형 연결로(30)보다 위쪽에 위치하는 것이 바람직하며, 이는 진출 연결로(41,42)와 진입 연결로(43,44)의 길이를 최소하기 위함이다. 동일 높이에 위치할 경우 직경이 작은 제2원형 연결로(40)와 연계되는 진출 연결로(41,42)와 진입 연결로(43,44)가 불필요하게 길어질 수 있다.The first and second circular connection paths 30 and 40 are disposed between the first and second roads 10 and 20. As shown in the drawing, the first and second circular connection paths 30 and 40 may be designed to have the same height or different heights with different diameters. They can be designed at different heights with the same diameter. In the former case, it is preferable that the second circular connection path 40 having a smaller diameter is positioned above the first circular connection path 30, which is the exit connection path 41 and 42 and the entrance connection path 43 and 44. This is to minimize the length of. When located at the same height it may be unnecessarily lengthen the advance connection path 41, 42 and the entry connection path 43, 44 associated with the second circular connection path 40 having a small diameter.

진출 연결로(31,32,41,42)와 2진입 연결로(33,34,43,44)는 제1,2도로(10,20)와 제1,2원형 연결로(30,40)의 높이차에 의해 상향 또는 하향 구배지게 형성된다.The outgoing connection roads 31, 32, 41 and 42 and the two entrance roads 33, 34, 43 and 44 are the first and second roads 10 and 20 and the first and second circular connection roads 30 and 40. It is formed to be an upward or downward gradient by the height difference of.

본 실시예에 의하면, 본선인 제1,2도로(10,20)와의 합류지점이 각각 4개로서 제1,2도로(10,20)의 교통소통 측면에서 탁월하며, 실시예 1과 마찬가지로, 유출 후 유입 원칙과 우분류 우합류체계가 적용된다.
According to this embodiment, the four points of confluence with the first and second roads 10 and 20, respectively, are excellent in terms of traffic communication on the first and second roads 10 and 20, and as in the first embodiment, The principle of inflow and outflow after runoff and the classifier system is applied.

도 4는 본 실시예가 건축물(1)과 연계하는 것을 도시한 것으로, 건축물(1) 내의 주차장이 제1,2도로(10,20)의 상부에 위치한 경우에 더욱 효과적이다. 물론, 건축물(1)의 주차장이 제1,2도로(10,20)의 상부에 위치하는 것을 한정되는 것은 아니다.FIG. 4 shows that the present embodiment is linked to the building 1, which is more effective when the parking lot in the building 1 is located above the first and second roads 10 and 20. As shown in FIG. Of course, the parking lot of the building 1 is not limited to being located above the first and second roads 10 and 20.

제1,2원형 연결로(30,40)에는 각각 건축물(1)에 진입, 진출할 수 있는 하나 이상의 건축물 진입로(35,45)와 건축물 진출로(36,46)가 구성된다.Each of the first and second circular connection paths 30 and 40 includes one or more building access roads 35 and 45 and building access paths 36 and 46 that can enter and exit the building 1, respectively.

건축물(1)의 주차장은 1개층 이상으로 구성되고 주차장은 제1,2도로(10,20)의 상부에 위치하게 되어 이러한 주차장과 제1,2원형 연결로(30,40) 사이에는 상당한 높이차가 존재하므로, 이를 극복하기 위해 건축물 진입로(35,45)의 경우 상향구배의 루프형 도로로 설계하며, 건축물 진출로(36,46)의 경우 하향구배의 루프형 도로로 설계한다.The parking lot of the building 1 is composed of one or more floors, and the parking lot is located at the upper part of the first and second roads 10 and 20, so that the parking lot and the first and second circular connection paths 30 and 40 are substantially high. Since the car exists, in order to overcome this, the building ramps 35 and 45 are designed as up-gradient loop roads, and the building ramps 36 and 46 are designed as down-gradient roof roads.

도 5는 제1,2도로(10,20)가 직접 건축물(1)과 연결되는 것을 도시한 것으로, 제1-1,1-2,2-1,2-2주행로(11,12,21,22)에는 각각 건축물(1)의 주차장에 진입, 진출할 수 있는 건축물 진입로(11a,12a,21a,22a)와 건축물 진출로(111b,12b,21b,22b) 총 8개가 구성된다.
FIG. 5 illustrates that the first and second roads 10 and 20 are directly connected to the building 1, and the first and second roads 1, 1, 2, 2, 1, 2, 2, and 11, 12, 21 and 22 respectively include a total of eight building access roads 11a, 12a, 21a, 22a and building access roads 111b, 12b, 21b, and 22b, which can enter and enter the parking lot of the building 1, respectively.

<실시예 3><Example 3>

도 6에서 보이는 것처럼, 본 실시예에 따른 복층구조 지하도로의 입체교차로는, 서로 다른 주행방향의 제1-1,1-2주행로(11,12)가 상하 복층형으로 형성된 제1도로(10)와; 서로 다른 주행방향의 제2-1,2-2주행로(21,22)가 상하 복층형으로 형성되며 제1도로(10)와 직교하는 방향이면서 제1도로(10)와 높이차를 두고 시공되는 제2도로(20)와; 제1,2도로(10,20)를 기준으로 할 때 4개의 연결로(50,60,70,80)로 구성된다.As shown in FIG. 6, in the three-dimensional intersection of the two-story underground road according to the present embodiment, the first road 10 having the first and second two-way streets 11 and 12 in different driving directions formed in a vertical upper and lower duplex type is shown. )Wow; 2-1, 2-2 mileage (21, 22) of the different driving direction is formed in the upper and lower duplex form and is constructed at a height difference with the first road 10 while being perpendicular to the first road (10) A second road 20; Based on the first and second roads 10 and 20, four connection paths 50, 60, 70, and 80 are formed.

제1연결로(50)는 제1-1주행로(11)와 제2-1,2-2주행로(21,22)를 연결하는 제1,2가지로(51,52)로 구성된다. 도면에서처럼 제1가지로(51)는 제1-1주행로(11)와 제2-1주행로(21)를 연결하도록 구성되고, 제2가지로(52)는 제1가지로(51)에서 분기되어 제2-2주행로(22)에 연결될 수 있다. 즉, 제1연결로(50)는 제1,2가지로(51,52)가 복층으로 구성된 복층형 구조이다.The first connection path 50 includes first and second paths 51 and 52 connecting the first-first driving path 11 and the second and second driving paths 21 and 22. . As shown in the drawing, the first branch 51 is configured to connect the first-first runway 11 and the second-first runway 21, and the second branch 52 is the first road 51. Branched from may be connected to the second-two runway (22). That is, the first connection path 50 has a multilayer structure in which first and second roads 51 and 52 are formed in multiple layers.

제2연결로(60)는 제1-2주행로(12)와 제2-1,2-2주행로(21,22)를 연결하는 제1,2가지로(61,62)로 구성된다. 도면에서처럼 제1가지로(61)는 진출부가 제2가지로(62)에서 분기되어 제1-2주행로(12)와 제2-1주행로(21)를 연결하도록 구성되고, 제2가지로(62)는 진출입부가 각각 제1-2주행로(12)와 제2-2주행로(22)에 연결될 수 있다. The second connection path 60 is composed of first and second paths 61 and 62 connecting the first and second driving paths 12 and the second and second driving paths 21 and 22. . As shown in the drawing, the first branch 61 is configured such that the exit portion branches from the second branch 62 to connect the 1-2 track 12 and the 2-1 track 21, The furnace 62 may be connected to the first and second runway 12 and the second and second runway 22, respectively.

제3연결로(70)는 제2-1주행로(21)와 제1-1,1-2주행로(11,12)를 연결하는 제1,2가지로(71,72)로 구성된다. 도면에서처럼 제1,2가지로(71,72)는 진입부가 제2-1주행로(21)의 양측에 각각 독립적으로 구성될 수 있고, 다르게는 제1,2연결로(50,60)와 같이 분기 형태일 수 있다. 즉, 제3연결로(70)는 제1,2가지로(71,72)가 복층으로 구성된 복층형 구조이다.The third connection path 70 is composed of first and second roads 71 and 72 connecting the 2-1st road 21 and the 1-1,1-2 roads 11 and 12. . As shown in the drawing, the first and second ways 71 and 72 may have the entrance parts independently of both sides of the second-first runway 21, and differently from the first and second connection paths 50 and 60. It may be in the form of a branch. That is, the third connection path 70 has a multilayer structure in which the first and second roads 71 and 72 are formed in multiple layers.

제4연결로(80)는 제2-2주행로(22)와 제1-1,1-2주행로(11,12)를 연결하는 제1,2가지로(81,82)로 구성된다. 도면에서처럼 제1,2가지로(81,82)는 진입부가 제2-2주행로(22)의 양측에 각각 독립적으로 구성될 수 있고, 다르게는 제1,2연결로(50,60)와 같이 분기 형태일 수 있다.The fourth connection path 80 is composed of first and second roads 81 and 82 connecting the second-second runway 22 and the first-first and 1-2-th runways 11 and 12. . As shown in the drawing, the first and second roads 81 and 82 may have the entrance portions independently formed at both sides of the second and second travel paths 22, and differently from the first and second connection paths 50 and 60. It may be in the form of a branch.

도면에 도시된 것에 한정되지 않고 제1 내지 제4연결로(50,60,70,80)는 동일방향(차량의 주행방향은 반대)의 가지로들이 복층으로 구성될 수도 있다.The first to fourth connection paths 50, 60, 70, and 80 are not limited to those illustrated in the drawings, and the first to fourth connection paths 50, 60, 70, and 80 may be formed in multiple layers of branches in the same direction (the driving direction of the vehicle is opposite).

본 실시예에 의하면, 본선인 제1,2도로(10,20)에 합류하는 지점이 6개소(일반적인 입체교차로에서 본선 합류지점은 8개소이다)로서 교통소통 측면에서 효율적이다.
According to the present embodiment, six points of joining the first and second roads 10 and 20, which are the main ships (eight joining points of the main ship in general three-dimensional intersections) are efficient in terms of traffic communication.

<실시예 4><Example 4>

도 7에서 보이는 것처럼, 본 실시예에 따른 복층구조 지하도로의 입체교차로는, 실시예 3과 유사한 형태로서, 4개의 연결로(50,60,70,80)로 구성된다.As shown in FIG. 7, the three-dimensional intersection of the multi-story underground road according to the present embodiment is similar to that of the third embodiment and is composed of four connection paths 50, 60, 70, and 80.

제1 내지 제4연결로(50,60,70,80)는 각각의 가지로(51,52,61,62,71,72,81,82)의 진출입부가 각각의 주행로(11,12,21,22)에 형성된 것으로, 차량 운전자에게 명확한 경로를 제공함으로써 운전자의 혼란을 최소화하여 분기점에서의 교통사고를 최소화할 수 있다.
The first to fourth connection paths 50, 60, 70, and 80 may have entry and exit portions of the branches 51, 52, 61, 62, 71, 72, 81, and 82, respectively. 21, 22), by providing a clear path to the vehicle driver can minimize the driver's confusion to minimize traffic accidents at the junction.

왜냐하면, 제1연결로(50)를 예로 들어 설명하면, 제1-1주행로(11)를 주행하다가 우회전할 때에는 우측의 제1가지로(51)를 이용하여 우분기하고, 좌회전할 때에는 좌측의 제2가지로(52)를 이용하여 좌분기하기 때문이다.
For example, when the first connection path 50 is described as an example, when driving the first-first driving path 11 and making a right turn, the right branch using the first branch road 51 on the right side is performed. This is because the second branch (52) is used to branch.

유출 후 유입 원칙은 전술한 실시예들과 동일하다.
The principle of inflow after outflow is the same as in the foregoing embodiments.

실시예 3,4에서는 건축물과 연계되는 구성을 설명하지 않았으나, 실시예 1,2를 통해 실시예 3,4도 건축물의 주차장과 제1,2주행로(10,20) 및/또는 연결로(50,60,70,80)를 연결하는 건축물 진입로, 건축물 진출로가 구성될 수 있다.
In Embodiments 3 and 4, the configuration associated with the building has not been described, but through Embodiments 1 and 2, the parking lot and the first and second driving paths 10 and 20 and / or the connection path of the building in Embodiments 3 and 4 are also described. Building access roads connecting the 50, 60, 70, 80, building access roads may be configured.

10,20 : 제1,2도로, 11,21 : 제1-1,2-1주행로
12,22 : 제1-2,2-2주행로, 30,40 : 제1,2원형 연결로
50,60,70,80 : 연결로,
10,20: 1st, 2nd road, 11,21: 1-1,2-1 driving route
12,22: 1-2,2-2 driving route, 30,40: 1,2 round connection route
50,60,70,80: with connection,

Claims (8)

서로 다른 주행방향의 제1-1,1-2주행로(11,12)가 상하 복층형으로 형성된 제1도로(10)와; 서로 다른 주행방향의 제2-1,2-2(21,22)주행로가 상하 복층형으로 형성되며 제1도로와 직교하는 방향이면서 제1도로와 높이차를 두고 시공되는 제2도로(20)와; 제1,2도로를 연결하는 제1 내지 제4연결로를 포함하고,
상기 제1연결로(13)는 제1-1주행로(11)와 제2-1, 제2-2주행로(21,22)를 연결하며, 상기 제2연결로(14)는 제1-2주행로(12)와 제2-1, 제2-2주행로(21,22)를 연결하고, 상기 제3연결로(23)는 제2-1주행로(21)와 제1-1, 제1-2주행로(11,12)를 연결하며, 상기 제4연결로(24)는 제2-2주행로(22)와 제1-1, 제1-2주행로(11,12)를 연결하되,
상기 제1 내지 제4연결로는 각각의 주행로(11,12,21,22)에 하나의 진출램프를 통해 연결되며 각각 2개의 제1,2분기로(13a,13b,14a,14b,23a,23b,24a,24b)로 분기되어 2개의 다른 주행로에 연결되는 것을 특징으로 하는 복층구조 지하도로의 입체교차로.
A first road 10 having first and second running paths 11 and 12 in different driving directions formed up and down duplex; 2-1, 2-2 (21, 22) driving paths of different driving directions are formed in the upper and lower duplex form and are perpendicular to the first road and are constructed with a height difference from the first road (20) Wow; First to fourth connection paths connecting the first and second roads,
The first connection path 13 connects the first-first driving path 11 and the second-first and second-second driving paths 21 and 22, and the second connection path 14 is the first connection path. -2 mileage 12 and the 2-1, 2-2 mileage (21, 22) is connected, the third connecting route 23 is the distant 2-1 and 21-first 1, the first-second runway (11, 12) is connected, and the fourth connecting line 24 is the second-second runway 22 and the first-first, the first-second runway (11, 12),
The first to fourth connection paths are connected to each of the driving paths 11, 12, 21, and 22 through one exit ramp, and the two first and second branch paths 13a, 13b, 14a, 14b, 23a, respectively. 23B, 24a, 24b, three-dimensional cross-section of the two-story underground road, characterized in that connected to two different driving paths.
청구항 1에 있어서, 상기 제1분기로(13a,14a,23a,24a)는 우회전형이고, 상기 제2분기로(13b,14b,23b,24b)는 3/4바퀴의 좌회전을 통해 다른 주행로에 연결되어 안전주행을 위한 구배를 확보하는 것을 특징으로 하는 복층구조 지하도로의 입체교차로.The method of claim 1, wherein the first branch path (13a, 14a, 23a, 24a) is a right turn type, the second branch path (13b, 14b, 23b, 24b) is another driving path through the left turn of 3/4 wheels It is connected to the three-dimensional intersection of the multi-story underground road, characterized in that to ensure a gradient for safe driving. 서로 다른 주행방향의 제1-1,1-2주행로(11,12)가 상하 복층형으로 형성된 제1도로(10)와; 서로 다른 주행방향의 제2-1,2-2(21,22)주행로가 상하 복층형으로 형성되며 제1도로와 직교하는 방향이면서 제1도로와 높이차를 두고 시공되는 제2도로(20)와; 제1,2도로를 연결하는 하나 이상의 진입 연결로와 진출 연결로가 구비된 하나 이상의 원형 연결로를 포함하는 것을 특징으로 하는 복층구조 지하도로의 입체교차로.A first road 10 having first and second running paths 11 and 12 in different driving directions formed up and down duplex; 2-1, 2-2 (21, 22) driving paths of different driving directions are formed in the upper and lower duplex form and are perpendicular to the first road and are constructed with a height difference from the first road (20) Wow; Three-dimensional cross-section of the multi-story underground road, characterized in that it comprises at least one circular connection road having at least one entry and exit connection road connecting the first, second road. 청구항 3에 있어서, 상기 원형 연결로는, 상기 제1도로의 차량이 상기 제2도로로 방향 전환하도록 유도하는 제1원형 연결로(30) 및 상기 제2도로의 차량이 상기 제1도로로 방향 전환하도록 유도하는 제2원형 연결로(40)로 구분되는 것을 특징으로 하는 복층구조 지하도로의 입체교차로.The method of claim 3, wherein the circular connection path, the first circular connection path 30 for inducing the vehicle on the first road to turn to the second road and the vehicle on the second road to induce the direction to turn to the first road Three-dimensional intersection of the two-story structure underground road, characterized in that divided into a second circular connection path (40). 청구항 4에 있어서, 상기 제1,2원형 연결로는 서로 다른 직경으로 형성되어 서로 다른 높이로 배치되는 것을 특징으로 하는 복층구조 지하도로의 입체교차로.5. The three-dimensional cross road of claim 4, wherein the first and second circular connection paths have different diameters and are disposed at different heights. 서로 다른 주행방향의 제1-1,1-2주행로(11,12)가 상하 복층형으로 형성된 제1도로(10)와; 서로 다른 주행방향의 제2-1,2-2(21,22)주행로가 상하 복층형으로 형성되며 제1도로와 직교하는 방향이면서 제1도로와 높이차를 두고 시공되는 제2도로(20)와; 상기 제1,2도로를 연결하는 제1 내지 제4연결로를 포함하고,
상기 제1연결로(50)는 제1-1주행로(11)와 제2-1, 제2-2주행로(21,22)를 연결하며, 상기 제2연결로(60)는 제1-2주행로(12)와 제2-1, 제2-2주행로(21,22)를 연결하고, 상기 제3연결로(70)는 제2-1주행로(21)와 제1-1, 제1-2주행로(11,12)를 연결하며, 상기 제4연결로(80)는 제2-2주행로(22)와 제1-1, 제1-2주행로(11,12)를 연결하며,
상기 제1 내지 제4연결로는 각각의 주행로(11,12,21,22)에 연결되는 2개의 가지로(51,52,61,62,71,72,81,82)를 포함하되, 상기 가지로는 하나의 진출램프를 통해 연결되며 서로 분기되어 상기 주행로에 연결되거나, 각각의 주행로(11,12,21,22)에 독립적으로 연결되는 것을 특징으로 하는 복층구조 지하도로의 입체교차로.
A first road 10 having first and second running paths 11 and 12 in different driving directions formed up and down duplex; 2-1, 2-2 (21, 22) driving paths of different driving directions are formed in the upper and lower duplex form and are perpendicular to the first road and are constructed with a height difference from the first road (20) Wow; First to fourth connection paths connecting the first and second roads,
The first connection path 50 connects the first-first runway 11 and the second-first and second-second runways 21 and 22, and the second connection path 60 is the first. -2 driving route 12 and the 2-1, 2-2 driving route (21, 22) are connected, the third connecting route 70 is the 2-1 driving route 21 and the first- 1, the first-2 mileage (11, 12) is connected, the fourth connecting route 80 is the second-2 mileage 22 and the 1-1, 1-2 mile (11, 12),
The first to fourth connection paths include two branches 51, 52, 61, 62, 71, 72, 81, and 82 connected to the driving paths 11, 12, 21, and 22, respectively. Branches are connected via one exit ramp and branched to each other to the driving route, or three-dimensional cross-section of the multi-story underground road, characterized in that connected to each of the driving paths (11, 12, 21, 22) independently .
청구항 6에 있어서, 상기 제1 내지 제4연결로(50,60,70,80)는 각각 상기 가지로가 복층형으로 구성된 것을 특징으로 하는 복층구조 지하도로의 입체교차로.The method of claim 6, wherein the first to fourth connection paths (50, 60, 70, 80) is a three-dimensional intersection of the two-layered underground road, characterized in that the branch road is configured in a two-layer type. 청구항 1 내지 청구항 7 중 어느 한 항에 있어서, 상기 제1,2도로 또는 연결로 또는 원형 연결로 또는 가지로를 건축물의 주정차 공간과 연결하는 하나 이상의 건축물 진입로와 건축물 진출로를 포함하는 것을 특징으로 하는 복층구조 지하도로의 입체교차로.The method according to any one of claims 1 to 7, characterized in that it comprises at least one building access road and building access road connecting the first, second road or connecting road or circular connection road or branch road with the parking space of the building. Three-dimensional intersection of two-story underground road to say.
KR1020100066586A 2010-07-09 2010-07-09 Three dimensional crossroad of double layers underground road KR20120005894A (en)

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CN103452021A (en) * 2012-05-29 2013-12-18 刘峰 Universal unblocked small overpass
CN103821057A (en) * 2014-02-24 2014-05-28 徐贤笃 Cross interchange structure
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CN107858885A (en) * 2017-11-16 2018-03-30 高忠文 A kind of two layers of comprehensive no signal are without the straight-through grade separation bridge system of intersection
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Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103452021A (en) * 2012-05-29 2013-12-18 刘峰 Universal unblocked small overpass
CN102776814A (en) * 2012-06-14 2012-11-14 蒋红心 Half-storey ultra-compact overpass unit
CN103821057A (en) * 2014-02-24 2014-05-28 徐贤笃 Cross interchange structure
CN104711914A (en) * 2015-01-19 2015-06-17 中铁第四勘察设计院集团有限公司 Traffic reconciliation structure of underground or underwater tunnel inlet and outlet
CN107858885A (en) * 2017-11-16 2018-03-30 高忠文 A kind of two layers of comprehensive no signal are without the straight-through grade separation bridge system of intersection
WO2019095839A1 (en) * 2017-11-16 2019-05-23 高忠文 Two-layer omnibearing non-signal non-cross through overpass system
CN111270578A (en) * 2020-01-19 2020-06-12 合肥工业大学 Double-deck overpass of three-layer road and three-dimensional intersection coupling
CN111270578B (en) * 2020-01-19 2021-05-04 合肥工业大学 Double-deck overpass of three-layer road and three-dimensional intersection coupling
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