KR101237275B1 - Cover structure of utility tunnel for road tunnel - Google Patents

Cover structure of utility tunnel for road tunnel Download PDF

Info

Publication number
KR101237275B1
KR101237275B1 KR1020120125299A KR20120125299A KR101237275B1 KR 101237275 B1 KR101237275 B1 KR 101237275B1 KR 1020120125299 A KR1020120125299 A KR 1020120125299A KR 20120125299 A KR20120125299 A KR 20120125299A KR 101237275 B1 KR101237275 B1 KR 101237275B1
Authority
KR
South Korea
Prior art keywords
cover
tunnel
hinge
road
cavity
Prior art date
Application number
KR1020120125299A
Other languages
Korean (ko)
Inventor
한명식
Original Assignee
주식회사 태조엔지니어링
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 주식회사 태조엔지니어링 filed Critical 주식회사 태조엔지니어링
Priority to KR1020120125299A priority Critical patent/KR101237275B1/en
Application granted granted Critical
Publication of KR101237275B1 publication Critical patent/KR101237275B1/en

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21FSAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
    • E21F17/00Methods or devices for use in mines or tunnels, not covered elsewhere
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/12Manhole shafts; Other inspection or access chambers; Accessories therefor
    • E02D29/14Covers for manholes or the like; Frames for covers

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

PURPOSE: A cover structure of a tunnel common duct for a road is provided to smoothly open, close, and stably support a heavy cover. CONSTITUTION: A cover structure of a tunnel common duct(20) for a road includes a cover(30), a bent knob(40), positioning grooves(22), a semicircular groove, a latching groove(62), and a rotating part. The bent knob downwardly inclined to the right end portion of the cover is installed on the upper right side of the cover. The positioning grooves accommodating bent knobs are formed along the right upper end of a tunnel common duct at regular intervals. The U-shaped latching grooves are formed at both sides of a hinge. The cylindrical rotating part is formed at the rear end portion of the cover. The semicircular groove for supporting the rotating part is formed at the left upper end portion of the tunnel common duct.

Description

도로용 터널 공동구의 덮개 구조{Cover Structure of Utility Tunnel for Road Tunnel}Cover Structure of Utility Tunnel for Road Tunnel

본 발명은 도로용 터널 공동구의 덮개 구조에 관한 것으로, 더욱 상세하게는 터널 공동구용 덮개의 개폐를 용이하게 할 수 있도록 한 도로용 터널 공동구의 덮개 구조에 관한 것이다.The present invention relates to a cover structure of a road tunnel cavity, and more particularly, to a cover structure of a road tunnel cavity to facilitate opening and closing of a cover for a tunnel cavity.

일반적으로 터널의 가장자리에는 도로 포장면보다 약간 올라오도록 시공된 공동구가 있는데, 이러한 공동구에는 전선보호관, 소화전, 배수관, 전선관, 통신관 등 터널 및 도로의 유지관리에 필요한 시설물들을 하나의 공간에 공동으로 수용하도록 함으로써 터널의 보전 및 교통 소통을 원활하게 하고 있다.Generally, at the edge of the tunnel, there is a cavity that is constructed to rise slightly above the pavement, and such a cavity is used to jointly accommodate the facilities necessary for the maintenance of the tunnel and the road, such as electric wire protectors, fire hydrants, drain pipes, conduits, and communication pipes. By doing so, tunnel maintenance and traffic communication are smooth.

즉, 터널 내에는 터널내부의 조명, 환풍시설, 감시시설 등의 전기시설과 터널내로 유입되는 우수나 지하수의 배수를 위한 배수시설, 각종 정보를 전달하는 통신시설, 터널내 화재 등에 대비한 소화전 시설 등 각종 설비들이 설치되어 있고, 이들의 효율적인 관리와 원활한 사용을 위해 공동구를 설치하게 된다.In other words, in the tunnel, electric facilities such as lighting inside the tunnel, ventilation facilities, and monitoring facilities, drainage facilities for drainage of rainwater or groundwater flowing into the tunnel, communication facilities for transmitting various information, and fire hydrant facilities for fires in tunnels Various facilities are installed, and common areas are installed for their efficient management and smooth use.

이와 같은 공동구가 구비되지 않고 개별적으로 땅을 파서 설치한다면 각각의 시설에 문제가 발생될 경우 터널을 차단하고 굴착할 때 교통소통에 문제가 생기지만 공동구를 설치하면 공동구 덮개를 열어 보수만 하면 되므로 아주 효율적인 터널의 유지관리가 가능하게 되고, 동시에 교통소통에 방해되지 않게 작업할 수 있게 된다. If you do not have such a communal hole and install it by digging individually, if there is a problem in each facility, there will be a problem in traffic communication when the tunnel is blocked and excavated. Efficient tunnel maintenance is possible, while at the same time working without disrupting traffic.

여기서 공동구 덮개는 공동구 내의 매설물이 손상되거나 파손되는 것을 방지하고자 외부로부터 이물질 등이 유입되지 않도록 밀폐성을 가지도록 덮이게 되며, 짐은 물론 점검자 등이 통행할 때 하중에 대하여 충분히 견딜 수 있도록 대부분 콘크리트로 제작되고 있으며, 콘크리트로 만들어진 덮개는 경제성이 우수하고 내화성을 지니고 있어 화재에도 안전하게 된다.Here, the cover of the joint hole is covered to have a sealing property to prevent foreign matters from entering the outside in order to prevent damage to or damage to the buried material in the cavity, and most of the concrete is made of concrete so that the load can be sufficiently endured when the inspector passes. Made of concrete, the cover made of concrete is economical and fire resistant, making it safe from fire.

이와 같은 종래 터널 공동구는 첨부도면 도1에 도시된 바와 같이 공동구(10)의 상단에 턱(12a)(12b)을 형성하고, 장방형의 콘크리트덮개(14)를 공동구(10)의 길이방향을 설치하고, 콘크리트덮개(14)의 상부에는 손잡이(16)를 설치하여 콘크리트덮개(14)를 개방할 때 견인장치 또는 인력을 이용할 수 있도록 하고 있다.Such a conventional tunnel hollow ball is formed in the upper jaw (12a) (12b) on the upper end of the hollow ball 10, as shown in Figure 1, the rectangular concrete cover 14 is installed in the longitudinal direction of the hollow ball (10) And, on the upper portion of the concrete cover 14, the handle 16 is installed to open the concrete cover 14 so that the traction device or manpower can be used.

그러나, 이와 같은 종래 콘크리트덮개(14)는 무게가 상당히 무겁기 때문에 여러 명의 작업인원이 투입되어야만 견인이 가능하고, 취급 또한 매우 불편한 문제점이 있었으며, 콘크리트덮개(14)를 인력 또는 견인장치에 의해 옮길 때 부딪쳐 파손되는 문제점이 있었다.However, such a conventional concrete cover 14 is a very heavy weight, so it is possible to tow only when a number of working personnel are put in, and handling is also very inconvenient, and when the concrete cover 14 is moved by manpower or a traction device, There was a problem of being hit.

본 발명은 상기와 같은 문제점을 해결하기 위하여 이루어진 것으로, 그 목적은 터널공동구를 덮는 콘크리트덮개의 개폐를 보다 용이하게 할 수 있는 도로용 터널 공동구의 덮개 구조를 제공함에 있다.The present invention has been made to solve the above problems, an object of the present invention is to provide a cover structure of the tunnel tunnel for the road that can more easily open and close the concrete cover covering the tunnel cavity.

이러한 본 발명의 목적을 달성하기 위하여 덮개의 우측 단부를 향해 하향경사지게 형성된 굽힘손잡이를 덮개의 상면 우측에 설치하고, 굽힘손잡이를 수용하는 자리파기홈을 터널공동구의 우측 상단을 따라 일정한 간격으로 형성하며, 힌지의 좌우측에 "U"자 모양의 걸림홈을 형성하고, 덮개 후단부에 원통형의 회전부를 형성하며, 터널공동구의 좌측 상단에 회전부를 지지하기 위한 반원홈을 형성하여 도로용 터널 공동구의 덮개 구조가 제공된다.In order to achieve the object of the present invention, the bent handle formed to be inclined downward toward the right end of the cover is installed on the upper right side of the cover, and the recess groove for accommodating the bent handle is formed at regular intervals along the upper right side of the tunnel cavity. , Forming a “U” shaped locking groove on the left and right sides of the hinge, forming a cylindrical rotating part at the rear end of the cover, and forming a semi-circular groove for supporting the rotating part at the upper left of the tunnel cavity, thereby covering the tunnel tunnel hole for the road. A structure is provided.

이상에서 설명한 바와 같은 본 발명은 덮개에 설치되어 있는 굽힘손잡이가 덮개 우측단으로 연장되어 구부러져 있기 때문에 덮개를 개방하였을 때 굽힘손잡이가 가려지지 않고 개방된 상태의 덮개 상부에 보여 후크를 굽힘손잡이에 걸거나 굽힘손잡이로부터 후크를 분리하는 작업을 매우 편리하게 할 수 있는 효과가 있다.
또한, 본 발명은 덮개를 수직으로 들게 되면 터널공동구로부터 완전하게 분리할 수 있기 때문에 덮개의 교체작업을 편리하게 할 수 있는 효과가 있다.
또, 본 발명은 덮개의 후단부에 형성된 회전부가 터널공동구의 좌측 상단에 형성된 반원홈에 지지되도록 되어 있기 때문에 덮개를 개폐하는 과정에서 움직임을 부드럽게 하고, 무거운 덮개를 안정되게 지지할 수 있는 효과를 기대할 수 있다.
더 나아가서 본 발명은 인력 또는 견인장치에 의해 당겨지는 견인로프를 이용해서 덮개를 개방할 수 있도록 되어 있기 때문에 덮개 개방작업을 보다 적은 인원에 의해 편리하게 할 수 있는 장점이 있을 뿐만 아니라 견인로프를 U-턴 방식으로 안내하는 롤러에 의해 견인로프를 당기는 작업을 매우 편리하게 할 수 있다.
According to the present invention as described above, since the bending handle installed on the cover is extended to the right end of the cover and is bent, the bending handle is not hidden when the cover is opened, and the hook is shown on the cover in the open state. Or separating the hook from the bending handle is very effective.
In addition, the present invention has the effect that can be easily replaced because the cover can be completely removed from the tunnel cavity when the cover is lifted vertically.
In addition, the present invention is to support the semi-circular groove formed in the upper left corner of the tunnel hole in the rotating part formed in the rear end of the cover to smooth the movement in the process of opening and closing the cover, it is possible to stably support the heavy cover You can expect
Furthermore, since the present invention is capable of opening the cover by using the towing rope pulled by the manpower or the towing device, there is an advantage that the cover opening operation can be conveniently performed by fewer people as well as the towing rope. -It is very convenient to pull the towing rope by the roller guided by the turn method.

또한, 본 발명은 덮개를 닫을 때 견인로프를 이용하게 되면, 충격으로부터 덮개를 보호할 수 있는 효과가 있으며, 보강판에 설치된 힌지에 의해 덮개가 개폐될 때 좌우로 움직이는 것을 방지할 수 있는 편리함도 있다.In addition, the present invention has the effect of protecting the cover from impact when the towing rope is used when closing the cover, and also convenient to prevent the left and right moving when the cover is opened and closed by the hinge installed on the reinforcement plate have.

삭제delete

삭제delete

도 1은 종래 도로용 터널 공동구의 덮개 구조를 보인 단면도
도 2는 본 발명에 따른 도로용 터널 공동구의 덮개가 닫힌 상태를 보인 단면도
도 3은 본 발명에 따른 도로용 터널 공동구의 덮개가 열린 상태를 보인 단면도
도 4는 본 발명에 따른 도로용 터널 공동구의 덮개를 수직으로 분리한 상태를 보인 분리사시도
도 5는 본 발명에 따른 덮개와 힌지의 구조를 보인 분리사시도
도 6은 본 발명에 따른 덮개의 구조를 보인 저면사시도
도 7은 본 발명에 따른 도로용 터널 공동구의 덮개가 개방되기 시작하는 것을 보인 사시도
도 8은 본 발명에 따른 도로용 터널 공동구의 덮개가 완전히 개방된 상태를 보인 사시도
1 is a cross-sectional view showing a cover structure of a conventional tunnel tunnel tool
Figure 2 is a cross-sectional view showing a closed state of the tunnel tunnel for roads according to the present invention
Figure 3 is a cross-sectional view showing an open state of the cover of the tunnel tunnel for the road according to the present invention
Figure 4 is an exploded perspective view showing a state of vertically separating the cover of the tunnel tunnel for roads according to the present invention
Figure 5 is an exploded perspective view showing the structure of the cover and the hinge according to the invention
Figure 6 is a bottom perspective view showing the structure of the cover according to the present invention
Figure 7 is a perspective view showing that the cover of the tunnel tunnel for the road according to the present invention begins to open
8 is a perspective view showing a state in which the cover of the tunnel tunnel for the road according to the present invention is completely open

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 도8에 도시된 바와 같이 터널공동구(20)를 덮기 위한 덮개(30)의 우측 단부를 향해 하향경사지게 형성된 굽힘손잡이(40)를 덮개(30)의 상면에 설치하고, 덮개(30)의 후단부 좌우측에 힌지핀(32)을 설치하며, 덮개(30)의 상면 좌우측에 고정손잡이(90)(92)를 설치한다.As shown in FIGS. 2 to 8, a bending handle 40 formed to be inclined downward toward the right end of the cover 30 for covering the tunnel cavity 20 is installed on the upper surface of the cover 30. Hinge pins 32 are installed on the left and right sides of the rear end portion 30 and fixed handles 90 and 92 are installed on the left and right sides of the upper surface of the cover 30.

또, 굽힘손잡이(40)의 좌우측 단부에 위치된 활모양의 서포터(42)(44)에 의해 지지하며, 이 서포터(42)(44)의 하단부는 덮개(30) 내부에 매립하여 설치하고, 서포터(42)(44)의 중간에 보조손잡이(46)를 설치하여 사용을 편리하게 한다.In addition, it is supported by the bow-shaped supporters 42 and 44 positioned at the left and right ends of the bending handle 40, and the lower ends of the supporters 42 and 44 are embedded in the cover 30, The auxiliary handle 46 is installed in the middle of the supporters 42 and 44 to facilitate the use.

한편, 굽힘손잡이(40)를 수용하는 자리파기홈(22)을 터널공동구(20)의 우측 상단을 따라 일정한 간격으로 형성하며, 개방된 덮개(30)를 지지하기 위한 보강판(50)을 터널공동구(20)의 좌측 상단에 경사지게 설치하고, 좌우측에 "U"자 모양의 걸림홈(62)(64)이 형성된 힌지(60)를 보강판(50)에 일정한 간격으로 설치하며, 견인로프(70)를 안내하기 위한 롤러(80)를 브래킷(82)에 의해 터널벽면(24)에 설치한다.On the other hand, the recess groove 22 for accommodating the bending handle 40 is formed along the upper right of the tunnel cavity 20 at regular intervals, the reinforcement plate 50 for supporting the open cover 30 tunnel It is installed inclined at the upper left side of the cavity 20, and the hinges 60 formed with "U" shaped locking grooves 62 and 64 on the left and right sides are installed at regular intervals on the reinforcement plate 50, and the towing rope ( A roller 80 for guiding 70 is mounted on the tunnel wall surface 24 by the bracket 82.

또, 덮개(30) 후단부에 원통형의 회전부(34)를 형성하고, 터널공동구(20)의 좌측 상단에 회전부(34)를 지지하기 위한 반원홈(26)을 형성하며, 힌지핀(32)이 설치된 덮개(30)의 좌우측면에 힌지(60)의 절반이 삽입되는 커팅부(36)(37)를 형성한다.In addition, a cylindrical rotary part 34 is formed at the rear end of the cover 30, and a semicircular groove 26 for supporting the rotary part 34 is formed at the upper left of the tunnel cavity 20, and the hinge pin 32 is formed. Cutting parts 36 and 37 into which half of the hinge 60 is inserted are formed on the left and right side surfaces of the installed cover 30.

도면 중 미설명 부호 95는 견인로프(70) 끝에 설치된 후크를 나타낸 것이다.In the figure, reference numeral 95 denotes a hook installed at the end of the towing rope 70.

이하 본 발명에 따른 작용을 첨부된 도면에 의거하여 상세히 설명하면 다음과 같다.Hereinafter, the operation according to the present invention will be described in detail with reference to the accompanying drawings.

첨부도면 도2 내지 도8에 도시된 바와 같이 터널공동구(20)가 덮개(30)에 의해 닫혀진 상태에서 이를 개방하는 경우 견인로프(70) 끝에 달린 후크(95)를 굽힘손잡이(40)에 걸고, 견인로프(70)를 롤러(80)에 걸어서 팽팽하게 당기게 되면, 덮개(30)가 힌지핀(32)을 기점으로 회전하여 개방된다.As shown in FIGS. 2 to 8, when the tunnel hole 20 is opened while the tunnel hole 20 is closed by the cover 30, the hook 95 attached to the end of the towing rope 70 is hooked to the bending handle 40. When the pulling rope 70 is pulled taut by the roller 80, the cover 30 is opened by rotating the hinge pin 32 as a starting point.

이때 견인로프(70)를 잡아당기는 것을 인력으로도 할 수 있지만 윈치(winch)나 레바블럭(lever block) 등과 같은 기계적인 견인장치를 이용하여 당길 수 있다.At this time, the pulling rope 70 may be pulled by a manpower, but may be pulled using a mechanical traction device such as a winch or a lever block.

이후 덮개(30)가 수직으로 세워진 상태에서 견인로프(70)를 더 잡아당기게 되면, 덮개(30) 자체의 무게로 인해 뒤로 넘어가면서 보강판(50)에 접촉될 때 첨부도면 도3 및 도8에 도시된 바와 같이 정지되어 열려진 상태를 유지하게 된다.Then, when the tow rope 70 is further pulled in the state in which the cover 30 is standing vertically, when the cover 30 comes in contact with the reinforcing plate 50 while falling back due to the weight of the cover 30 itself, FIGS. 3 and 8 are attached. As shown in the figure, it stops and maintains an open state.

이때 힌지핀(32)이 끼워져 있는 힌지(60)는 덮개(30)가 좌우방향으로 움직이는 것을 방지하는 작용을 하게 되며, 덮개(30)의 후단부에 형성된 회전부(34)는 터널공동구(20)의 좌측 상단에 형성된 반원홈(26)에 지지되어 무거운 덮개(30)를 지지하는 역할을 하게 된다.At this time, the hinge 60 to which the hinge pin 32 is inserted serves to prevent the cover 30 from moving in the left and right directions, and the rotating part 34 formed at the rear end of the cover 30 is a tunnel cavity 20. The semicircular grooves 26 formed on the upper left side of the upper portion serve to support the heavy cover 30.

또, 덮개(30)에 설치되어 있는 굽힘손잡이(40)는 덮개(30)의 우측단을 향해 구부러져 있기 때문에 덮개(30)가 개방된 상태에서도 작업자가 후크(95)의 분리/결합을 편리하게 할 수 있게 된다.In addition, since the bending handle 40 installed on the cover 30 is bent toward the right end of the cover 30, the operator can conveniently detach / join the hook 95 even when the cover 30 is open. You can do it.

그리고, 터널벽면(24)에 설치되어 있는 롤러(80)는 견인로프(70)를 당길 때 견인로프(70)를 부드럽게 안내하는 작용을 하게 된다.Then, the roller 80 provided on the tunnel wall surface 24 serves to smoothly guide the traction rope 70 when pulling the traction rope 70.

그 다음 후크(95)를 굽힘손잡이(40)이로부터 분리한 다음 다른 덮개(30)를 개방하는데 사용하게 되며, 열려진 상태의 터널공동구(20) 점검을 마치고 닫으려 하는 경우에는 후크(95)를 굽힘손잡이(40)에 걸고, 견인로프(70)를 롤러(80)에 건 다음 견인로프(70)를 단단히 잡은 상태에서 굽힘손잡이(40)를 잡고 닫히는 방향으로 덮개(30)를 회전시키게 되면, 덮개(30)가 자중에 의해 닫히게 되며, 덮개(30)가 닫힐 때 견인로프(70)에 인장력을 주게 되면 덮개(30)가 천천히 닫히면서 충격으로부터 보호할 수 있게 된다.Then, the hook 95 is removed from the bending handle 40 and then used to open the other cover 30, and the hook 95 is to be closed when closing and closing the tunnel hole 20 of the open state. When the hook 30 is hooked to the bent handle 40, the tow rope 70 is fastened to the roller 80, and the cover 30 is rotated in the closed direction by holding the bent handle 40 while holding the towing rope 70 firmly. The cover 30 is closed by its own weight, and when the cover 30 is closed, when the tension is applied to the towing rope 70, the cover 30 is slowly closed to protect it from impact.

이때 터널공동구(20)의 우측 상단에 형성되어 있는 자리파기홈(22)으로 굽힘손잡이(40)가 집입되어 자리잡게 되며, 덮개(30)를 닫을 때 사용한 견인로프(70)와 후크(95)는 굽힘손잡이(40)와 롤러(80)로부터 분리하게 되면, 별도로 보관하거나 이동할 수 있게 된다.At this time, the bending handle 40 is inserted into the dent groove 22 formed at the upper right side of the tunnel cavity 20 and seated therein, and the towing rope 70 and the hook 95 used to close the cover 30 are placed therein. When separated from the bending handle 40 and the roller 80, it can be stored or moved separately.

또, 덮개(30)를 터널공동구(20)에서 완전하게 분리하는 경우에는 덮개(30)의 상면에 설치되어 있는 고정손잡이(90)(92)를 두 면의 작업자가 잡고 들어서 이동하거나 견인장치와 벨트 또는 와이어를 고정손잡이(90)(92)에 감은 다음 들어서 이동할 수 있다.In addition, in the case where the cover 30 is completely removed from the tunnel cavity 20, the workers of two sides hold and move the fixed handles 90 and 92 installed on the upper surface of the cover 30, or move it with the towing apparatus. The belt or wire may be wound around the fixed handles 90 and 92 and then lifted and moved.

이때 덮개(30)를 수직방향으로 들어서 올리게 되면, 덮개(30)에 설치되어 있는 힌지핀(32)이 힌지(60)에 형성되어 있는 걸림홈(62)(64)으로부터 분리된다. 즉 걸림홈(62)(64)의 상부가 "U"자 모양으로 개방되어 있기 때문에 덮개(30)를 수직으로 견인하게 되면, 힌지핀(32)이 걸림홈(62)(64)으로부터 빠져나오게 된다.At this time, when the cover 30 is lifted up in the vertical direction, the hinge pins 32 installed on the cover 30 are separated from the locking grooves 62 and 64 formed on the hinge 60. That is, since the upper portion of the locking grooves 62 and 64 is opened in the shape of “U”, when the cover 30 is towed vertically, the hinge pins 32 are pulled out of the locking grooves 62 and 64. do.

20 : 터널공동구 22 : 자리파기홈
24 : 터널벽면 26 : 반원홈
30 : 덮개 32 : 힌지핀
34 : 회전부 36,37 : 커팅부
40 : 굽힘손잡이 42,44 : 서포터
46 : 보조손잡이 50 : 보강판
60 : 힌지 62,64 : 걸림홈
70 : 견인로프 80 : 롤러
82 : 브래킷 90,92 : 고정손잡이
95 : 후크
20: tunnel joint district 22: digging groove
24: tunnel wall surface 26: semicircle groove
30: cover 32: hinge pin
34: rotating part 36,37: cutting part
40: bending handle 42,44: supporter
46: auxiliary handle 50: reinforcement plate
60: hinge 62,64: locking groove
70: towing rope 80: roller
82: bracket 90,92: fixed handle
95: hook

Claims (1)

터널공동구(20)의 덮개(30) 상면 좌우측에 고정손잡이(90)(92)가 설치되고, 덮개(30)의 후단부 좌우측에 힌지핀(32)이 설치되며, 개방된 덮개(30)를 지지하기 위한 보강판(50)이 터널공동구(20)의 좌측 상단에 경사지게 설치되고, 상기 힌지핀(32)과 결합되는 힌지(60)가 상기 보강판(50)에 일정한 간격으로 설치되며, 견인로프(70)를 안내하기 위한 롤러(80)가 브래킷(82)에 의해 터널벽면(24)에 설치되어 구성된 도로용 터널 공동구의 덮개 구조에 있어서,
상기 덮개(30)의 우측 단부를 향해 하향경사지게 형성된 굽힘손잡이(40)를 덮개(30)의 상면 우측에 설치하고, 굽힘손잡이(40)를 수용하는 자리파기홈(22)을 터널공동구(20)의 우측 상단을 따라 일정한 간격으로 형성하며, 상기 힌지(60)의 좌우측에 "U"자 모양의 걸림홈(62)(64)을 형성하고, 상기 덮개(30) 후단부에 원통형의 회전부(34)를 형성하며, 터널공동구(20)의 좌측 상단에 회전부(34)를 지지하기 위한 반원홈(26)을 형성하여 구성한 것을 특징으로 하는 도로용 터널 공동구의 덮개 구조.
Fixing knobs 90 and 92 are installed at the left and right sides of the top surface of the cover 30 of the tunnel cavity 20, and hinge pins 32 are installed at the left and right sides of the rear end of the cover 30. A reinforcing plate 50 for supporting is installed to be inclined at the upper left side of the tunnel cavity 20, and a hinge 60 coupled to the hinge pin 32 is installed at regular intervals on the reinforcing plate 50, and towed. In the cover structure of the roadway tunnel cavity, the roller 80 for guiding the rope 70 is provided on the tunnel wall surface 24 by the bracket 82,
The bent handle 40 formed to be inclined downward toward the right end of the cover 30 is installed on the upper right side of the cover 30, and the digging groove 22 accommodating the bent handle 40 has a tunnel cavity 20. It is formed at regular intervals along the upper right side of the, and forming the "U" shaped locking grooves 62, 64 on the left and right sides of the hinge 60, the cylindrical portion 30 in the rear end of the cover 30 ), And the cover structure of the tunnel tunnel for the road, characterized in that formed by forming a semi-circular groove (26) for supporting the rotating portion 34 in the upper left of the tunnel cavity (20).
KR1020120125299A 2012-11-07 2012-11-07 Cover structure of utility tunnel for road tunnel KR101237275B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020120125299A KR101237275B1 (en) 2012-11-07 2012-11-07 Cover structure of utility tunnel for road tunnel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020120125299A KR101237275B1 (en) 2012-11-07 2012-11-07 Cover structure of utility tunnel for road tunnel

Publications (1)

Publication Number Publication Date
KR101237275B1 true KR101237275B1 (en) 2013-02-28

Family

ID=47900199

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020120125299A KR101237275B1 (en) 2012-11-07 2012-11-07 Cover structure of utility tunnel for road tunnel

Country Status (1)

Country Link
KR (1) KR101237275B1 (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101307535B1 (en) 2013-06-21 2013-09-12 주식회사 가은 Cover for common utility tunnel with lifting grooves
KR101317938B1 (en) * 2013-03-08 2013-10-16 주식회사 탑이엔씨 A self-assembly guard rail of common tunnel
KR101657671B1 (en) * 2016-02-29 2016-09-22 세안이엔씨 주식회사 Tunnel common duct having easy maintenance cover
KR20190113345A (en) 2018-03-28 2019-10-08 서상욱 Manufacturing apparatus of mesh for cable tray, and mesh for cable tray manufactured by the manufacturing apparatus of mesh for cable tray
KR102322657B1 (en) * 2020-07-17 2021-11-04 이희정 Tunnel Utility Conduit Cover
KR102643394B1 (en) 2023-06-01 2024-03-05 (주)제이디엠테크 Sliding covers for tunnel common duct
KR102650111B1 (en) 2023-06-01 2024-03-21 (주)제이디엠테크 Covers for tunnel common duct

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06248660A (en) * 1993-02-23 1994-09-06 Nippon Chiyuutetsukan Kk Hinge for iron cover of manhole
JP2000064323A (en) 1998-08-19 2000-02-29 Yokohama Yoshikura:Kk Opening and closing mechanism for common ditch inspection opening
KR20030059007A (en) * 2003-05-30 2003-07-07 전경호 A manhole cover opening lift equipment
KR100663098B1 (en) * 2006-09-08 2007-01-09 (주) 경화엔지니어링 Hinge type cover for common duct tunnel

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06248660A (en) * 1993-02-23 1994-09-06 Nippon Chiyuutetsukan Kk Hinge for iron cover of manhole
JP2000064323A (en) 1998-08-19 2000-02-29 Yokohama Yoshikura:Kk Opening and closing mechanism for common ditch inspection opening
KR20030059007A (en) * 2003-05-30 2003-07-07 전경호 A manhole cover opening lift equipment
KR100663098B1 (en) * 2006-09-08 2007-01-09 (주) 경화엔지니어링 Hinge type cover for common duct tunnel

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101317938B1 (en) * 2013-03-08 2013-10-16 주식회사 탑이엔씨 A self-assembly guard rail of common tunnel
KR101307535B1 (en) 2013-06-21 2013-09-12 주식회사 가은 Cover for common utility tunnel with lifting grooves
KR101657671B1 (en) * 2016-02-29 2016-09-22 세안이엔씨 주식회사 Tunnel common duct having easy maintenance cover
KR20190113345A (en) 2018-03-28 2019-10-08 서상욱 Manufacturing apparatus of mesh for cable tray, and mesh for cable tray manufactured by the manufacturing apparatus of mesh for cable tray
KR102322657B1 (en) * 2020-07-17 2021-11-04 이희정 Tunnel Utility Conduit Cover
KR102643394B1 (en) 2023-06-01 2024-03-05 (주)제이디엠테크 Sliding covers for tunnel common duct
KR102650111B1 (en) 2023-06-01 2024-03-21 (주)제이디엠테크 Covers for tunnel common duct

Similar Documents

Publication Publication Date Title
KR101237275B1 (en) Cover structure of utility tunnel for road tunnel
KR20110032178A (en) Underground facility gateway automatic cover
US20120228302A1 (en) Systems and Methods of Providing a Notched Cover
KR100988248B1 (en) A protecting device for a pipe of electric wire
CN207498016U (en) A kind of gas valve well cover opener
WO2011052952A2 (en) Road restoration block
KR101063326B1 (en) Block construction for protecting anunderground high voltage cable
KR100784481B1 (en) Transfer apparatus of power cable
KR101307535B1 (en) Cover for common utility tunnel with lifting grooves
CN212462740U (en) Concrete cover plate for cable trench
CN211037599U (en) Waterproof coiled material laying device
KR20100008815U (en) Waterworks measuring instrument utility manhole structure
KR101657671B1 (en) Tunnel common duct having easy maintenance cover
KR20110126396A (en) Hinge type manhole cover
KR100908458B1 (en) Sliding type cover for common duct tunnel
KR100872126B1 (en) trough and the construction method of this for cable laying under the ground
KR101897261B1 (en) Opening and Closing Device for Underground Facility Check
KR101016055B1 (en) Undergrond railway laying system for cable
CN212991926U (en) Cable trench cover plate capable of being adjusted in telescopic mode
KR102334766B1 (en) Valve chamber that does not block the pipeline and its installation method
KR101946984B1 (en) Open/close cover structure for tunnel common duct
CN209260718U (en) Pipe gallery and pedestrian passage structure in a kind of foundation pit crown beam
GB2452740A (en) Underground electrical connection apparatus having a cover trapping a pocket of air
CN209389663U (en) Anti-slip cable duct
CN208311962U (en) A kind of monitoring device protective device of GRP pipe

Legal Events

Date Code Title Description
A201 Request for examination
A302 Request for accelerated examination
E902 Notification of reason for refusal
E701 Decision to grant or registration of patent right
GRNT Written decision to grant
FPAY Annual fee payment

Payment date: 20160219

Year of fee payment: 4

FPAY Annual fee payment

Payment date: 20170210

Year of fee payment: 5

FPAY Annual fee payment

Payment date: 20180205

Year of fee payment: 6

FPAY Annual fee payment

Payment date: 20190121

Year of fee payment: 7

FPAY Annual fee payment

Payment date: 20200219

Year of fee payment: 8