KR900003520Y1 - Fabricated manhole - Google Patents

Fabricated manhole Download PDF

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Publication number
KR900003520Y1
KR900003520Y1 KR2019860007813U KR860007813U KR900003520Y1 KR 900003520 Y1 KR900003520 Y1 KR 900003520Y1 KR 2019860007813 U KR2019860007813 U KR 2019860007813U KR 860007813 U KR860007813 U KR 860007813U KR 900003520 Y1 KR900003520 Y1 KR 900003520Y1
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KR
South Korea
Prior art keywords
plate
fitting
side plate
periphery
manhole
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KR2019860007813U
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Korean (ko)
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KR880000845U (en
Inventor
이철우
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이철우
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Priority to KR2019860007813U priority Critical patent/KR900003520Y1/en
Publication of KR880000845U publication Critical patent/KR880000845U/en
Application granted granted Critical
Publication of KR900003520Y1 publication Critical patent/KR900003520Y1/en

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    • 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
    • E02D29/121Manhole shafts; Other inspection or access chambers; Accessories therefor characterised by the connection between shaft elements, e.g. of rings forming said shaft
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • E02D2300/0004Synthetics
    • E02D2300/0025Adhesives, i.e. glues
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • E02D2300/0051Including fibers
    • E02D2300/0054Including fibers made from plastic
    • 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

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

Abstract

내용 없음.No content.

Description

조립형 맨호울Prefabricated manhole

제1도는 본 고안의 분해 사시도.1 is an exploded perspective view of the present invention.

제2도는 본 고안의 조립상태 사시도.2 is a perspective view of the assembled state of the present invention.

제3도는 제2도의 A-A선 단면도.3 is a cross-sectional view taken along the line A-A of FIG.

제4도는 제3도의 B-B선 단면도.4 is a cross-sectional view taken along the line B-B in FIG.

* 도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings

1 : 심체용 골격 2 : 저면판1: Core skeleton 2: Base plate

3 : 상면판 4 : 측면판3: top plate 4: side plate

2', 3' : 감합요구 4' : 감합돌출턱2 ', 3': fitting request 4 ': fitting protrusion

본 고안은 통신케이블이나 전화선 또는 가스관등 지하 매설물의 점검, 청소, 수리등을 위하여 지하에 설치하는 작업용 맨호울을 구성시킴에 있어서, 저면판과 상면판 및 여러조각의 측면판을 단위판체로 형성하여 운반이 용이하도록하고 시공시 간편하게 조립시킴으로서 신속하고 용이하게 맨호울이 구성되도록한 조립형 맨호울에 관한 것이다.The present invention consists of a bottom plate, a top plate, and several pieces of side plates formed in a unit board in the construction of a manhole for installation underground for inspection, cleaning, and repair of underground works such as communication cables, telephone lines, or gas pipes. The present invention relates to an easy-to-carry manhole that can be easily and easily assembled during construction by allowing the manhole to be configured quickly and easily.

종래, 지하매설물의 보수관리를 위한 맨호울을 구축함에 있어서는 지하 굴착작업후에 기초공사를 시공하고, 다시 철골주위에 형틀을 형성시킨 후 형틀내에 시멘트 몰탈을 주입시켜 콘크리이트로 양생고화시키는 것이었으므로 1개의 맨호울을 구축함에 있어서도 숙련공이 필요하고, 양생과정에서 많은 시간과 노력이 소요되는 결점이 있는 것이었다.Conventionally, in constructing a manhole for maintenance management of underground buried works, the foundation works after the excavation work underground, and after the mold is formed around the steel frame, cement mortar is injected into the mold to cure and solidify the concrete. It was a defect that required skilled workers in constructing a man's manhole and required much time and effort in the curing process.

또한 하수도용 집수통을 조립형으로 구성시키도록한 것으로는 일본 공개실용신안공보 소55-131384호에 기재된 것이 알려져 있으나, 이는 전후방 벽판불록을 상하로 양분하여 하부불록편의 하단부에는 기판불록 상면 전후방에 요설된 감합요부에 끼워지는 하단괘지돌부와 상하부불록편이 맞닿는 면의 중앙에 반원호부를 형성시켜 전후방 벽판불록의 상하부 불록편을 좌우벽판불록의 사이공간이 되는 기판불록의 상면전후방에 순차적으로 끼워넣어 조립하였을시 상하부불록편의 반원호부가 관체를 끼워넣을 수 있는 구멍이 형성되도록 구성하여서된 것으로서, 기판불록상면 사방 가장자리에 좌우벽판불록과 전후방벽판불록만으로 조립시키기 위하여 좌우벽판불록의 저면과 그 내면에 괘지돌부와 내면괘지돌부를 엇갈린 방향으로 돌설하며, 전후방 벽판불록을 상하불록편으로 나누어 하단괘지돌부와 반원호부를 형성하여야하는 등의 구성이 복잡하여 제작이 용이하지 못할뿐만 아니라 지하설치시 시공이 번거로운 결점이 있는 것이었다.In addition, it is known that the sewage sump can be constructed as an assembly type, but it is known from Japanese Laid-Open Utility Model Publication No. 55-131384, but it divides the front and rear wall blocks up and down, and at the bottom of the lower block piece, A semicircular arc is formed at the center of the contact surface of the bottom fitting protrusion and the top and bottom block pieces inserted into the recessed fitting recess, and the top and bottom block pieces of the front and rear wall blocks are sequentially inserted into the front and rear of the block of the board which becomes the space between the left and right wall blocks. When assembled, the semicircular arcs of the upper and lower blocks are formed so that a hole into which the tube can be inserted is formed on the bottom and the inner surface of the blocks. The front and rear walls of the wall and the inner wall of the wall projected in a staggered direction To a complex configuration, such as to be formed with a protruding semicircular arcs gwaeji bottom dividing the Bullock Bullock in a vertical piece as well as making the not easily was the defective a complicated construction when installed underground.

본 고안은 이와 같은 종래의 결점을 제거하여 맨호울 구축에 필요한 부재를 미리 일정규격으로된 단위판체로 형성하되, 전후좌우의 측면판상하단에 대칭형상의 감합돌출턱을 형성하고, 저면판의 상면과 상면판의 저면에 축면판의 감합돌기가 감합되는 연속된 감합요구를 굴설시켜 저면판의 감합요구에 측면판하단의 감합돌기를 끼워넣고, 저면판상면 가장자리측에 측면판을 입설시킨 다음 상면판의 저면감합요구를 측면판 상단의 감합돌기에 감합시켜 맨호울을 조립형성하도록 구성 하여서된 것으로서, 이하 도면에 따라 상세히 설명하면 다음과 같다.The present invention removes these conventional drawbacks, and forms a member plate body having a predetermined standard in advance for manhole construction, and forms a symmetrical fitting projection jaw at the upper and lower sides of the front and rear sides, and the upper surface of the bottom plate and Excavate a series of fitting requests for fitting the axial protrusions on the bottom of the top plate, inserting the fitting protrusions at the bottom of the side plate into the fitting requests of the bottom plate, and placing the side plate on the edge of the top plate. By fitting the bottom fitting of the side to the fitting projection of the top of the side plate is configured to form a manhole, as described in detail below according to the drawings.

주조성형된 심체형골격(1)의 외주면에 시멘트 또는 합성수지층을 위포시켜 일정규격의 저면판(2)과 측면판(4)을 형성하고 저면판(2)의 사변상면마다 측면판(4)을 입설시키도록한 것에 있어서, 저면판(2) 상주연부에는 주연부를 따라 일련된 감합요구(2')를 굴설하고, 측면판(4)의 상,하단부에는 감합돌출턱(4')을 돌설하여 저면판(2)의 감합요구(2')에 측면판(4)의 하단부측 감합돌출턱(4')이 감합되도록 저면판(2) 상주연부마다 측면판(4)을 입설하며, 맨호울 뚜껑(5)의 복개구(6)가 형성된 상면판(3)의 저면에는 그 주연부를 따라 일련된 감합요구(3')를 굴설하여 측면판(4)의 상단부측 감합돌출턱(4')이 감합요구(3') 내에 삽입되도록 상면판(3)과 측면판(4)을 결합시키고, 각 접합부에는 수밀상태의 접착층(7)을 형성하여서된 것이다.A cement or synthetic resin layer is placed on the outer circumferential surface of the cast core frame 1 to form a bottom plate 2 and a side plate 4 of a predetermined standard, and the side plate 4 for each quadrilateral surface of the bottom plate 2. In order to allow the squeeze, the series of fitting requests (2 ') along the periphery of the bottom plate (2) is protruded, and the fitting protrusion (4') is protruded on the upper and lower ends of the side plate (4). The side plate 4 is placed at each circumferential edge of the bottom plate 2 so that the fitting projection jaw 4 'of the bottom side of the side plate 4 is fitted to the fitting request 2' of the bottom plate 2, On the bottom of the upper surface plate 3 on which the vent opening 6 of the hole lid 5 is formed, a series of fitting requests 3 'are extruded along the periphery of the upper surface side of the upper surface side of the side plate 4; The top plate 3 and the side plate 4 are joined to each other so as to be inserted into the fitting request 3 ', and each bonding portion is formed by forming an adhesive layer 7 in a watertight state.

도면중 미설명부호 8은 지하매설물의 접속관구이다.Unexplained reference numeral 8 in the drawings is a connection port for underground burial.

이와 같이 구성된 본 고안은 미리 일정규격으로 성형된 각 단위판체를 굴착된 지면상에서 조립시킨 후 복토하면 맨호울이 완성되는 것이므로, 종래 시멘트의 양생고화 과정을 거쳐 구축하게된 것보다는 특별한 숙련공을 요하지 않고, 양생고화 과정에서의 많은 시간과 노력이 소요됨이 없이 단시간내에 작업이 완료되고, 각 측면판(4)의 결합을 저면판(2)과 상면판(3)의 감합요구(2')(3')내에 삽입시켜 조립하도록 되어 있어, 그 구성이 간단하여 제작과 조립이 용이하고, 누수를 방지하기 위한 수밀성 접착층(7)이 형성되어 있는 것이어서 누수가 되지 않을뿐만 아니라 견고한 조립상태를 장기간 유지하며 내구성이 우수한 작용효과를 나타내게 되는 것이다.The present invention constructed as described above requires the manhole to be completed by assembling each unit plate formed in advance to a predetermined standard on the excavated ground, and thus requires no special skilled workers than the conventional cement curing process. The work is completed in a short time without taking much time and effort in curing curing, and the coupling of each side plate 4 is required to fit the bottom plate 2 and the top plate 3 (2 ') (3). It is designed to be inserted into '), and its structure is simple, so it is easy to manufacture and assemble, and a watertight adhesive layer 7 is formed to prevent leakage, so that it does not leak and maintains a solid assembly state for a long time. The durability will be excellent effect.

Claims (1)

심체용골격(1)을 시멘트 또는 합성수지층으로 위포시킨 저면판(2) 상면 주연부에 측면판(4)을 입설하게된 것에 잇어서, 저면판(2)의 상주연부와 복개구(6)가 구비된 상면판(3)의 저면주연부에는 주연부를 따라 일련된 감합요구(2')(3')를 굴설하고, 측면판(4)의 상하단에 감합돌출턱(4')을 형성시켜 감합요구(2')(3')에 감합돌출턱(4')이 삽입되도록 저면판(2)과 상면판(3) 및 측면판(4)을 결합시키고, 각 접합부에는 수밀상태의 접착층(7)을 형성하여서된 조립형 맨호울.Peripheral periphery and bottom opening 6 of the bottom plate 2 are provided in accordance with the installation of the side plate 4 at the periphery of the top surface of the bottom plate 2 on which the core skeletal structure 1 is superimposed on a cement or synthetic resin layer. The bottom periphery of the upper surface plate 3 is formed with a series of fitting requests (2 ') (3') along the periphery, and forming a fitting projection jaw (4 ') in the upper and lower ends of the side plate (4) The bottom plate 2, the top plate 3, and the side plate 4 are joined to each other so that the fitting projection jaw 4 'is inserted into 2') and 3 '. Formed prefabricated manhole.
KR2019860007813U 1986-06-02 1986-06-02 Fabricated manhole KR900003520Y1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR2019860007813U KR900003520Y1 (en) 1986-06-02 1986-06-02 Fabricated manhole

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR2019860007813U KR900003520Y1 (en) 1986-06-02 1986-06-02 Fabricated manhole

Publications (2)

Publication Number Publication Date
KR880000845U KR880000845U (en) 1988-02-20
KR900003520Y1 true KR900003520Y1 (en) 1990-04-28

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ID=19252357

Family Applications (1)

Application Number Title Priority Date Filing Date
KR2019860007813U KR900003520Y1 (en) 1986-06-02 1986-06-02 Fabricated manhole

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KR (1) KR900003520Y1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20010016306A (en) * 2000-12-01 2001-03-05 양학래 Method for constructing of assembly type manhole

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20010016306A (en) * 2000-12-01 2001-03-05 양학래 Method for constructing of assembly type manhole

Also Published As

Publication number Publication date
KR880000845U (en) 1988-02-20

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