KR200212748Y1 - Pre-casted Culvert - Google Patents

Pre-casted Culvert Download PDF

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Publication number
KR200212748Y1
KR200212748Y1 KR2020000023108U KR20000023108U KR200212748Y1 KR 200212748 Y1 KR200212748 Y1 KR 200212748Y1 KR 2020000023108 U KR2020000023108 U KR 2020000023108U KR 20000023108 U KR20000023108 U KR 20000023108U KR 200212748 Y1 KR200212748 Y1 KR 200212748Y1
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South Korea
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hook
fastening member
laminated
prefabricated manhole
male
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KR2020000023108U
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Korean (ko)
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박병무
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박병무
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Publication of KR200212748Y1 publication Critical patent/KR200212748Y1/en

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  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Sewage (AREA)

Abstract

본 고안은, 복수로 적층된 적층부재들에 의해서 소정의 공간을 형성하는 조립식 맨홀암거에 있어서, 어느 한 적층부재의 일측에 설치되어 연접하는 타 적층부재를 향하여 돌출 되어있고 길이방향에 가로로 확장된 걸림후크부를 갖는 숫체결부재와, 상기 적층부재와 연접하는 타 적층부재에 설치되며 상기 숫체결부재를 수용 하는 후크수용부와 상기 후크수용부 내벽면에 길이방향에 가로로 돌출되어 상기 걸림후크를 체결할 수 있는 적어도 하나의 후크걸림부를 갖는 암체결부재를 포함하고 있는 것을 특징으로 한다. 이에 의하여, 맨홀암거의 조립을 용이하게 할 수 있으며 공기를 단축할 수 있는 조립식 맨홀암거를 제공한다.The present invention is a prefabricated manhole culvert that forms a predetermined space by a plurality of laminated members, which is installed on one side of the laminated member protruding toward the other laminated member to be connected and extends horizontally in the longitudinal direction The hooking member having a hooking portion having a hooked hook portion, and a hook receiving portion which is installed on another stacking member in contact with the stacking member and protrudes horizontally in a longitudinal direction on an inner wall surface of the hook receiving portion and the hook receiving portion. Characterized in that it comprises a female fastening member having at least one hook engaging portion capable of fastening. Thereby, it is possible to facilitate assembly of the manhole culvert and provides a prefabricated manhole culvert that can shorten the air.

Description

조립식 맨홀암거 {Pre-casted Culvert}Prefab Manhole Culvert {Pre-casted Culvert}

본 고안은, 소정의 수용공간을 형성하는 조립식 맨홀암거에 관한 것이다.The present invention relates to a prefabricated manhole culvert forming a predetermined accommodation space.

지하매설물의 보수관리를 위한 맨홀을 구축함에 있어서는 통상적으로 지하 굴착작업 후에 기초공사를 시공하고, 다시 철골주위에 형틀을 형성시킨 후, 형틀내에 시멘트몰탈을 주입시켜 양생고화하는 방법 등이 이용되고 있다. 이러한 현장 타설방법은 1개의 맨홀을 구축함에 있어서도 숙련공이 필요하고 양생과정에서 많은 시간과 노력이 소요되는 문제점이 있다.In the construction of manholes for the maintenance and management of underground buried materials, the construction of foundation works after underground excavation work, forming molds around the steel frame, and injecting cement mortar into the molds for curing curing are used. . This method of on-site pouring requires a skilled worker in building one manhole, and there is a problem in that it takes a lot of time and effort in the curing process.

따라서, 이러한 결점을 보완하기 위하여, 내부에 수용공간이 형성되도록 맨홀암거를 상부부재, 중간부재 및 하부부재로 분리하고, 각 부재의 모서리 영역의 측벽에 상하 방향으로 관통되는 관통공을 형성하여 제작함으로써, 이를 현장에서 설치한 후 강봉을 관통공에 관통시켜 강봉을 볼트로 조여서 결합시키는 조립식 맨홀암거가 대한민국 실용신안공보 공고번호 99-8371에 공지되어 있다.Therefore, to compensate for this drawback, the manhole culvert is separated into an upper member, an intermediate member and a lower member so as to form a receiving space therein, and a through hole penetrating in the vertical direction is formed on the side wall of the corner region of each member. By doing so, the prefabricated manhole ambulator is installed in the Republic of Korea Utility Model Publication No. 99-8371 after the installation in the field to pass the steel bar through the through-hole to tighten the steel bar by bolts.

이러한 조립식 맨홀암거의 설치는, 먼저 시공위치를 굴착하여 지하공동구를 형성하고, 형성된 지하공동구에 분리 제작된 하부부재를 설치 한 후, 그 위에 중간부재와 상부부재를 차례로 적층하고, 각 부재의 측벽에 형성된 관통공에 강봉을 관통하여 볼트를 이용하여 상하 각 부재를 긴장시켜 조임으로써 상하 적층부재를 결합시켜 맨홀암거 설치를 완성한다.In the installation of the prefabricated manhole culvert, first, excavate the construction position to form the underground cavity, and then install the lower member separately manufactured in the formed underground cavity, and then stack the intermediate member and the upper member thereon, and the sidewall of each member. The manhole culvert installation is completed by joining the upper and lower laminated members by tightening and tightening each of the upper and lower members by using a bolt to penetrate the through-hole formed in the through-hole.

그런데, 이와 같은 종래의 조립식 맨홀암거는, 상하의 각 적층부재를 조립하여 강봉으로 체결시, 필히 각 적층부재의 측벽에 상하로 관통하는 관통공과 상기 관통공을 통과하는 강봉 및 조임용 볼트 등 다 수의 구성요소가 필요하며, 시공시에 하부부재에 강봉을 설치하여 상위 부재들을 적층하고 이 후의 체결하는 단계까지의 설치 절차가 복잡하고, 최종에 강봉을 조이는 단계에서 상부부재의 상부판에 노출된 강봉의 단부에서 볼트를 이용하여 조여주기 때문에 하부부재로부터 연장된 강봉 만을 이용하여 상하 부재들을 충분히 가압 밀착하기 어려운 단점이 있다.By the way, such a conventional prefabricated manhole chamfer, when assembling each of the upper and lower laminated members and fastened with steel bars, a number of through holes penetrating up and down the side walls of each laminated member and steel bars and tightening bolts through the through holes must Components are required, and the installation procedure is complicated by installing steel rods on the lower member during construction and laminating the upper members and then fastening them, and finally exposed to the upper plate of the upper member in the step of tightening the steel rods. Since the end of the steel bar is tightened by using a bolt, it is difficult to sufficiently press the upper and lower members by using only the steel bar extending from the lower member.

따라서, 본 고안의 목적은, 분리된 맨홀부재들을 조립을 시공을 용이하게 하면서, 각 적층부재들을 견고히 결합시킬 수 있는 조립식 맨홀암거를 제공하는 것이다.Accordingly, it is an object of the present invention to provide a prefabricated manhole culvert that can firmly couple each laminated member while facilitating the assembly of the separated manhole members.

도 1은 본 고안에 따른 조립식 맨홀암거의 분해사시도,1 is an exploded perspective view of a prefabricated manhole culvert according to the present invention,

도 2는 도 1의 결합상태를 도시한 사시도,FIG. 2 is a perspective view illustrating a coupling state of FIG. 1; FIG.

도 3은 조인트 앵커의 분해 사시도,3 is an exploded perspective view of the joint anchor,

도 4는 결합된 조인트 앵커의 단면도,4 is a cross-sectional view of the combined anchor anchor,

도 5는 암체결부재의 단면도이다.5 is a cross-sectional view of the arm fastening member.

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

10 : 하부적층부재 11 : 바닥판10: lower laminated member 11: bottom plate

12,21,32 : 부분측벽 14a,14b,14c : 접속관구12, 21, 32: partial side wall 14a, 14b, 14c: connection port

15 : 사다리 20 : 중간척층부재15: ladder 20: middle chuck layer member

30 : 상부적층부재 31 : 상부판30: upper laminated member 31: top plate

33 : 맨홀 35 : 커버지지부33: manhole 35: cover support

37 : 맨홀커버 41 : 리브수용홈37: manhole cover 41: rib receiving groove

42 : 물림리브 50 : 숫체결부재42: bleed rib 50: male fastening member

51 : 후크부 53 : 체결부51 hook portion 53 fastening portion

55 : 매입앵커부재 57 : 앵커55: embedded anchor member 57: anchor

60 : 암체결부재 61 : 후크수용부60: female fastening member 61: hook receiving portion

63 : 후크걸림부 65 : 후크걸림수용공63: hook hook portion 65: hook hook ball

67 : 걸림돌기 69 : 탄성부재67: locking projection 69: elastic member

상기 목적은, 본 고안에 따라, 복수로 적층된 적층부재들에 의해서 소정의 공간을 형성하는 조립식 맨홀암거에 있어서, 어느 한 적층부재의 일측에 설치되어 연접하는 타 적층부재를 향하여 돌출 되어있고 길이방향에 가로로 확장된 후크부를 갖는 숫체결부재와, 상기 적층부재와 연접하는 타 적층부재에 설치되며 상기 숫체결부재를 수용 할 수 있는 후크수용부와 상기 후크수용부 내벽면에 길이방향에 가로로 돌출되어 상기 걸림후크를 체결할 수 있는 적어도 하나의 후크걸림부를 갖는 암체결부재를 포함하고 있는 것을 특징으로 하는 조립식 맨홀암거에 의하여 달성된 다.The above object is, according to the present invention, in the prefabricated manhole chamfer to form a predetermined space by a plurality of laminated members, protruding toward the other laminated member is installed on one side of the laminated member and connected to the length A male fastening member having a hook portion extending laterally in a direction, and a hook accommodating member installed on another stacking member in contact with the stacking member and accommodating the male fastening member, and horizontally in a length direction on an inner wall surface of the hook accommodating portion. Produced by a prefabricated manhole culvert, characterized in that it comprises a female fastening member having at least one hook engaging portion capable of protruding the hook hook All.

여기서, 상기 암체결부재는 적어도 일부가 적층부재의 측벽에 매입될 수 있도록 하는 것이 바람직하다.Here, the female fastening member is preferably at least a portion to be embedded in the side wall of the stacking member.

상기 암체결부재로부터 길이방향으로 연장형성된 다음 가로방향으로 절곡형성된 적어도 하나의 앵커를 더 포함하는 것이, 암체결부재 매입시 고정 안정도가 높은 효과가 있다.Further comprising at least one anchor extending in the longitudinal direction from the arm fastening member and then bent in the transverse direction, there is a high fixed stability when the arm fastening member is embedded.

상기 숫체결부재는 상기 후크부에 대향하는 단부영역에 형성된 수나사산을 가짐으로써, 상호 용이한 결합을 위해서 바람직하다.The male fastening member has a male screw thread formed in an end region facing the hook portion, which is preferable for easy coupling with each other.

상기 숫체결부재와 결합될 수 있도록 암나사산이 형성되어 있고, 상기 숫체결부재와 결합되어 적층부재에 매입되는 매입앵커부재재를 더 포함함으로써, 숫체결부재를 적층부재에 설치를 쉽게 할 수 있다.A female screw thread is formed to be coupled to the male fastening member, and further includes an embedded anchor member material coupled to the male fastening member and embedded in the lamination member, thereby easily installing the male fastening member to the lamination member.

상기 후크걸림부는 탄성적으로 후퇴할 수 있도록 후크수용부 내벽에 후크걸림수용공과 탄성부재를 포함함으로써, 암체결부재에 숫체결부재가 결합시 용이하게 결착시킬 수 있다.The hook catching portion includes a hook catching hole and an elastic member on the inner wall of the hook receiving portion so as to retract elastically, so that the male fastening member can be easily coupled to the female fastening member.

이하에서는 첨부된 도면을 참조하여 본 고안에 대하여 상세히 설명한다.Hereinafter, with reference to the accompanying drawings will be described in detail the present invention.

도 1은 본 고안에 따른 조립식 맨홀암거의 분해사시도이고, 도 2는 도 1의 결합상태를 도시한 사시도이며, 도 3은 조인트앵커의 분해사시도이다. 이들 도면에 도시된 조립식 맨홀암거는 도면의 설명의 편의를 위해 측벽이 다소 과장되게 도시되어 있으며, 그에 따라 조립식 맨홀암거의 내부에 형성되는 수용공간은 작게 도시되어 있다. 도시된 바와 같이, 본원고안에 따른 조립식 맨홀암거는 굴착된 지하공동구의 저면에 설치되는 최하층의 하부적층부재(10)와, 하부적층부재(10)의 상단부에 결합되는 중간적층부재(20)와, 중간적층부재(20)의 상단부에 결합되며 이들에 의하여 형성되는 수용공간을 막음하여 마무리짓는 상부적층부재(30)로 구성되어 있다.1 is an exploded perspective view of a prefabricated manhole culvert according to the present invention, Figure 2 is a perspective view showing a coupling state of Figure 1, Figure 3 is an exploded perspective view of a joint anchor. The prefabricated manhole culverts shown in these figures are somewhat exaggerated sidewalls for convenience of description of the drawings, and thus the receiving spaces formed inside the prefabricated manhole culverts are shown small. As shown, the prefabricated manhole culvert according to the present application and the lower laminated member 10 of the lowest layer is installed on the bottom of the excavated underground cavity, and the intermediate laminated member 20 coupled to the upper end of the lower laminated member 10 and The upper laminated member 30 is coupled to the upper end of the intermediate laminated member 20 and closes the receiving space formed by the upper laminated member 30.

하부적층부재(10)는, 거의 직사각판상의 바닥판(11)과, 바닥판(11)의 연부로부터 거의 수직하게 형성된 부분측벽(12)을 가진다. 일측의 부분측벽(12)의 내측면에는 사다리(15)가 내향 돌출 되게 형성되어 있으며, 이에 인접하여 상호 대향하는 양 측벽에는 복수개의 지하매설물의 접속관구(14a)가 형성될 수 있다. 그리고, 하부적층부재(10)의 각 측벽(12)의 상단부에는 판면으로부터 함몰되어 리브수용홈(41)이 형성되어 있다.The lower laminated member 10 has a substantially rectangular bottom plate 11 and a partial side wall 12 formed almost perpendicularly from the edge of the bottom plate 11. A ladder 15 is formed to protrude inwardly on an inner side surface of the partial side wall 12 on one side, and a plurality of underground pipes 14a may be formed on opposite sidewalls adjacent to each other. The upper end of each sidewall 12 of the lower laminated member 10 is recessed from the plate surface to form a rib receiving groove 41.

중간적층부재(20)는 하부적층부재(10)의 상단부에 결합될 수 있도록 거의 사각 관상체로 형성되며, 하단부에는 하부적층부재(10)의 상단부에 형성된 리브수용홈(41)에 결합될 수 있도록 판면으로부터 하향돌출된 물림리브(43)가 형성되어 있다. 상단부에는 표면으로부터 함몰된 리브수용홈(41)이 형성되어 있다. 그리고, 상호 대향하는 장측벽부에는 판면을 관통하여 지하매설물의 접속관이 접속될 수 있도록 복수의 접속관구(14b)가 형성되어 있다.The intermediate lamination member 20 is formed of an almost rectangular tubular body to be coupled to the upper end of the lower lamination member 10, and the lower lamination member 20 to be coupled to the rib accommodation groove 41 formed at the upper end of the lower lamination member 10. A slit rib 43 protruding downward from the plate surface is formed. The upper end portion is formed with a rib receiving groove 41 recessed from the surface. In addition, a plurality of connecting tube holes 14b are formed in the long side wall portions facing each other so that connecting pipes of underground buried materials can be connected to each other through the plate surface.

그리고, 상부적층부재(30)는 중간적층부재(20)의 상단부에 결합되며 수용공간의 상부개구를 차단하는 상부판(31)과, 상부판(31)의 판면으로부터 거의 수직하게 돌출형성되어 맨홀공간의 측벽의 일부구간을 형성하는 부분측벽(32)을 가진다. 상부판(31)에는 일측 단측벽에 인접되게 판면을 관통하여 맨홀(33)이 형성되어 있으며, 맨홀(33)의 도입부는 맨홀커버(37)를 지지할 수 있도록 반경방향으로 축소되고 상부표면으로부터 두께방향으로 절취된 커버지지부(35)가 마련되어 있다. 맨홀(33)에 인접하여 형성된 측벽(32)에는 출입을 용이하게 할 수 있도록 사다리(15)가 구비되어 있으며, 상호 대향하는 장측벽에는 판면을 관통하여 접속관구(14c)가 마련되어 있다. 그리고, 각 측벽(32)의 자유단부에는 중간적층부재(20)의 상단부에 형성된 리브수용홈(41)에 결합될 수 있도록 하향돌출된 물림리브(43)가 형성되어 있다.And, the upper laminated member 30 is coupled to the upper end of the intermediate laminated member 20 and the upper plate 31 for blocking the upper opening of the receiving space, and formed almost perpendicularly protruding from the plate surface of the upper plate 31 manhole It has a partial side wall 32 which forms a partial section of the side wall of the space. The upper plate 31 is formed with a manhole 33 penetrating through the plate surface adjacent to one side side wall, and the introduction portion of the manhole 33 is reduced in the radial direction so as to support the manhole cover 37 and is separated from the upper surface. The cover support part 35 cut in the thickness direction is provided. The side wall 32 formed adjacent to the manhole 33 is provided with a ladder 15 so as to facilitate entry and exit, and the mutually opposing long side walls are provided with connection pipes 14c through the plate surface. And, at the free end of each side wall 32, a bleed rib 43 protruded downward so as to be coupled to the rib receiving groove 41 formed in the upper end of the intermediate layer member 20.

한편, 각 하부적층부재(10)와 중간적층부재(20)의 각 측벽(12)의 상단부에 형성되어 있는 리브수용홈(41)의 저부의 각 모서리 영역 및 장측벽의 중앙영역에는 부분측벽(12)의 상하방향을 따라 돌출 되도록 설치된 복수의 암체결부재(60)가 각각 매입되어 있다. 또한, 상부적층부재(30)와 중간적층부재(20)의 하단부에 형성된 물림리브(43)에는 판면의 각 모서리영역과 장측벽의 중앙영역에는, 중간적층부재(20)와 하부적층부재(10)에 설치된 암체결부재(60)에 결합될 수 있도록 숫체결부재(50)가 매입 내장되어 있다.On the other hand, in the central region of each corner region of the bottom of the rib receiving groove 41 formed in the upper end of each side wall 12 of each lower laminated member 10 and the intermediate laminated member 20 and the long side wall (part side wall) A plurality of arm fastening members 60 provided to protrude along the vertical direction of 12) are respectively embedded. In addition, the slit rib 43 formed at the lower end of the upper laminated member 30 and the intermediate laminated member 20 has a middle laminated member 20 and a lower laminated member 10 at each corner region of the plate surface and the central region of the long side wall. The male fastening member 50 is embedded embedded so that it can be coupled to the female fastening member 60 installed in the).

상기 적층부재(10,20,30)들이 연접하여 적층된 접촉단부에서 적층부재(10,20,30)들을 조립 결합하는 상호체결부재(50,60)들은, 도 3과 도 4에 도시된 바와 같이, 적층부재(10,20,30)들이 연접하는 판면에 매입되며, 자유단부의 길이방향으로 갈수록 가로방향으로 확장되어 후크모양을 하고 있는 후크부(51)를 갖는 숫체결부재(50)와, 숫체결부재(50)와 대응하여 타단에 매입되며 숫체결부재(50)의 후크부(51)를 수용할 수 있는 후크수용부(61)가 형성된 암체결부재(60)를 갖는다.The interlocking members 50 and 60 that assemble and couple the stacking members 10, 20, and 30 at the contact ends in which the stacking members 10, 20, and 30 are connected to each other are as shown in FIGS. 3 and 4. Likewise, the male member 50 having a hook portion 51 which is embedded in the plate surface to which the stacking members 10, 20, 30 are connected, and extends in the horizontal direction toward the longitudinal direction of the free end portion and has a hook shape. , The female fastening member 60 is embedded at the other end corresponding to the male fastening member 50 and has a hook receiving portion 61 formed therein to accommodate the hook portion 51 of the male fastening member 50.

상기 암체결부재(60)는 적층부재(10,20)의 상단부의 리브수용홈(41)에 적어도 일부가 매입되는 후크수용부(61)를 포함하고, 상기 후크수용부(61)는 속이 빈 원통형으로 되어 있어, 그 내부에 숫체결부재(50)의 후크부(51)를 수용할 수 있는 공간이 형성되어 있다. 후크수용부(61) 내경면에는 숫체결부재(50)의 후크부(51)를 수용하여 결착할 수 있도록 돌출되어 있는 돌기모양의 후크걸림부(63)가 있다. 이 후크걸림부(63)는 후크수용부(61)의 내벽에 후크걸림수용공(63)이 형성되어 있고, 그 내부에 압축코일 스프링과 같은 탄성부재(67)를 장입함으로써, 후크걸림부(63)가 탄성적으로 후퇴 전진할 수 있도록 형성되어 있다. 그리고, 후크걸림부(63)의 외벽에는 매입되는 길이방향으로 연장되어 그 단부에서 가로방향으로 절곡되어 갈고리 모양을 하고 있는 앵커(57)를 적어도 하나 포함하고 있다.The female fastening member 60 includes a hook accommodating portion 61 at least partially embedded in the rib accommodating groove 41 of the upper end of the stacking members 10 and 20, and the hook accommodating portion 61 is hollow. It has a cylindrical shape, and a space capable of accommodating the hook portion 51 of the male fastening member 50 is formed therein. The hook accommodating portion 61 has an inner diameter surface of the hook-shaped hook engaging portion 63 protruding to receive and hook the hook portion 51 of the male fastening member 50. The hook catching portion 63 has a hook catching hole 63 formed on the inner wall of the hook receiving portion 61, and by inserting an elastic member 67 such as a compression coil spring therein, the hook catching portion ( 63 is formed to elastically retreat forward. In addition, the outer wall of the hook engaging portion 63 includes at least one anchor 57 extending in the longitudinal direction to be embedded and bent in the transverse direction at the end thereof to have a hook shape.

숫체결부재(50)는, 연접하는 적층부재들(10,20,30)의 판면에 가로방향으로 돌출하여 형성된 원기둥형이며, 암체결부재(60)와 결합되는 숫체결부재(50)의 후크부(51)에 대향하는 영역에 숫나사산이 형성된 체결부(53)가 있고, 상기 숫체결부재(50)의 숫나사산과 대응하여 결합할 수 있도록 암나사산이 형성되어 있는 별도의 매입앵커부재(55)가 마련되어 있다. 매입앵커부재(55)는 역시 길이방향으로 연장되어 그 단부가 갈고리모양으로 절곡되어 형성된 적어도 하나의 앵커(57)를 갖고 있다.The male fastening member 50 has a cylindrical shape formed by protruding in the horizontal direction on the plate surfaces of the laminated members 10, 20, and 30 to be connected, and the hook of the male fastening member 50 coupled with the female fastening member 60. There is a fastening portion 53 in which a male thread is formed in an area facing the portion 51, and a separate embedded anchor member 55 in which a female thread is formed so as to correspond to the male thread of the male fastening member 50 is formed. It is prepared. The buried anchor member 55 also has at least one anchor 57 extending in the longitudinal direction, the end portion of which is bent into a hook shape.

이러한 구성에 의하여, 조립식 맨홀암거를 조립할 경우, 지정된 위치를 굴착하여 공동구를 형성하고, 바닥에 하부적층부재(10)가 설치되도록 한 다음, 하부적층부재(10)의 상단부에 형성된 리브수용홈(16)에 물림리브(23)가 수용결합되도록 중간적층부재(20)를 설치한다. 측벽(12, 21)에 형성된 접속관구(14a, 14b)에 지하매설물의 접속관(미도시)이 연결되도록 하며, 접속관이 연결되지 않는 접속관구(14a, 14b)는 별도의 막음부재(미도시)로 차단하여 수용공간내부로 이물질이 유입되지 않도록 한다. 그런 다음, 중간적층부재(20)의 상단부에 형성된 리브수용홈(41)의 암체결부재(60)와 상부적층부재(30)의 하단부에 형성된 물림리브(43)에 설치된 숫체결부재(50)들이 체결 결합되게 설치한다. 측벽(32)에 형성된 접속관구(14c)를 사용하지 않을 경우는 별도의 막음부재를 사용하여 수용공간 내로 이물질이 유입되지 않도록 접속관구(14c)를 차단한다. 이때, 각 적층부재(10,20,30)들이 적층될 때, 별도의 힘을 가압하지 않더라도, 리브수용홈(41)에 설치된 암체결부재(60)에 걸림리브에 설치된 숫체결부재(50)를 정렬하여 올려놓으면, 적층부재의 무게만으로 후크부(51)가 후크걸림부(61)에 삽입되면서 후크걸림수용공(63) 내의 걸림돌기(65)를 측방으로 밀어내고 삽입이 되어, 후크부(51)가 걸림돌기(65)에 걸리므로 후퇴가 되지 않게 단단히 체결된다.According to this configuration, when assembling the prefabricated manhole culvert, excavate the designated position to form a cavity, the bottom laminated member 10 is installed on the bottom, and then the rib receiving groove formed in the upper end of the lower laminated member 10 ( 16) installs the intermediate lamination member 20 so that the bleeding rib 23 is accommodated. Connection pipes (not shown) of underground buried material are connected to the connection pipes 14a and 14b formed on the sidewalls 12 and 21, and the connection pipe holes 14a and 14b to which the connection pipes are not connected are separated from each other. To prevent foreign substances from entering into the receiving space. Then, the male fastening member 50 installed in the female fastening member 60 of the rib receiving groove 41 formed in the upper end of the intermediate laminated member 20 and the bite rib 43 formed in the lower end of the upper laminated member 30. To be fastened together. When the connection tube 14c formed on the side wall 32 is not used, a separate blocking member is used to block the connection tube 14c so that foreign matter does not flow into the accommodation space. At this time, when the respective stacking members 10, 20, 30 are stacked, the male fastening member 50 is installed on the locking ribs in the female fastening member 60 installed in the rib receiving groove 41, even if no separate force is applied. If the alignment is put up, the hook portion 51 is inserted into the hook hook portion 61 only by the weight of the laminated member while pushing the locking projections 65 in the hook hook hole 63 to the side and inserted, the hook portion Since 51 is caught by the locking projection 65, it is fastened firmly so that it may not retreat.

한편, 상기의 적층부재들(10,20,30)은, 각각 측방으로 연접한 적정한 크기의 단위부재들로 분리 제작될 수 있고, 상기 단위부재들의 연접하는 측벽의 접촉단면에 상호체결 가능하도록 상기의 암체결부재(60)와 숫체결부재(50)를 설치하여 조립함으로써, 하나의 적층부재를 완성할 수 있도록 할 수 있다.Meanwhile, the stacking members 10, 20, and 30 may be separately manufactured as unit members having appropriate sizes connected laterally, and may be mutually fastened to contact end surfaces of the side walls to which the unit members are joined. By installing and assembling the female fastening member 60 and the male fastening member 50, it is possible to complete one laminated member.

상기와 같이, 본 고안에 따른 조립식 맨홀암거는, 복수의 적층부재로 분리제작하고, 상호 접촉면에 형성된 물림리브(43)와 리브수용홈(41)에 각각 암체결부재(60) 및 숫체결부재(50)를 설치하여 상호 맞물려 체결되도록 함으로써, 설치시 조립이 용이하고, 수체결부재(50)의 몸체에 나삿산이 형성되어 있고 별도의 볼트를 개재시켜 이 볼트를 조절함으로써, 맨홀암거조립체의 결합이 견고하게 결합할 수 있을 뿐 아니라, 각 적층부재들(10,20,30)의 접촉면에서 상호 가압되어 밀착되는 힘을 필요에 따라서 민감하게 조절할 수 있는 장점이 있다.As described above, the prefabricated manhole culvert according to the present invention is separately manufactured by a plurality of laminated members, the female fastening member 43 and the rib receiving groove 41 formed on the mutual contact surface, respectively, the female fastening member 60 and the male fastening member By installing the 50 to be interlocked with each other, it is easy to assemble at the time of installation, the screw thread is formed in the body of the water fastening member 50, and by adjusting the bolt through a separate bolt, the combination of the manhole arm assembly Not only can it be firmly coupled, there is an advantage that the pressure is tightly adjusted to be in close contact with each other on the contact surface of each of the laminated members (10, 20, 30) as needed.

또 다른 실시예로서, 상기의 숫체결부재(50)는 별도의 매입앵커부재(55)를 갖지 않고 숫체결부재(50) 몸체에 앵커를 직접 형성함으로써, 적층부재(10,20,30)들에 바로 매입되어 설치될 수 있다. 그러면, 사용되는 부재의 수가 하나 줄어들고, 설치에 있어서도 공정수가 감소하여 공기를 단축할 수 있는 장점이 있다.As another embodiment, the male fastening member 50 does not have a separate buried anchor member 55, by directly forming an anchor on the male fastening member 50, the laminated members (10, 20, 30) It can be purchased and installed directly in. Then, the number of members to be used is reduced by one, and there is an advantage in that the number of processes is reduced even in installation, thereby shortening the air.

이상 설명한 바와 같이, 본 고안에 따르면, 복수로 구성된 적층부재들 중 어느 한 적층부재의 측벽에 암체결부재를, 이에 대응하여 연접하는 타 적층부재의 측벽에 숫체결부재를 마련함으로써, 설치시 조립이 간편하고 상호 견고히 결합되는 조립식 맨홀암거가 제공된다.As described above, according to the present invention, the female fastening member is provided on the side wall of any one of the laminated members composed of a plurality of laminated members, the male fastening member is provided on the side wall of the other laminated member that is correspondingly connected, thereby assembling at the time of installation This simple and tightly coupled prefabricated manhole arm is provided.

Claims (6)

복수로 적층된 적층부재들에 의해서 소정의 공간을 형성하는 조립식 맨홀암거에 있어서,In the prefabricated manhole chamfer to form a predetermined space by a plurality of laminated members, 어느 한 적층부재의 일측에 설치되어 연접하는 타 적층부재를 향하여 돌출 되어있고 길이방향에 가로로 확장된 후크부를 갖는 숫체결부재와;A male fastening member installed on one side of any one of the laminated members, protruding toward another laminated member to be connected and having a hook portion extended laterally in the longitudinal direction; 상기 적층부재와 연접하는 타 적층부재에 설치되며 상기 숫체결부재를 수용 할 수 있는 후크수용부와 상기 후크수용부 내벽면에 길이방향에 가로로 돌출되어 상기 후크부를 체결할 수 있는 적어도 하나의 후크걸림부를 갖는 암체결부재를 포함하고 있는 것을 특징으로 하는 조립식 맨홀암거.At least one hook installed at another stacking member in contact with the stacking member and protruding horizontally in a longitudinal direction on the inner wall surface of the hook receiving portion and the hook receiving portion to accommodate the male fastening member; A prefabricated manhole culminator comprising a female fastening member having a locking portion. 제1항에 있어서,The method of claim 1, 상기 암체결부재는 적어도 일부가 적층부재의 측벽에 매입되는 것을 특징으로 하는 조립식 맨홀암거.The arm fastening member is a prefabricated manhole armger, characterized in that at least a portion is embedded in the side wall of the stacking member. 제2항에 있어서,The method of claim 2, 상기 암체결부재로부터 길이방향으로 연장 형성된 다음 가로방향으로 절곡 형성된 적어도 하나의 앵커를 더 포함하고 있는 것을 특징으로 하는 조립식 맨홀암거.The prefabricated manhole armger, characterized in that it further comprises at least one anchor formed in the longitudinal direction extending from the arm fastening member and then bent in the transverse direction. 제1항에 있어서,The method of claim 1, 상기 숫체결부재는 상기 후크부에 대향하는 단부영역에 형성된 숫나사산을 갖는 것을 특징으로 하는 조립식 맨홀암거.The male fastening member has a male screw thread formed in the end region facing the hook portion. 제4항에 있어서,The method of claim 4, wherein 상기 숫체결부재와 결합될 수 있도록 암나사산이 형성되어 있고 상기 숫체결부재와 결합되어 적층부재에 매입되는 매입앵커부재를 포함하는 것을 특징으로 하는 조립식 맨홀암거.Prefabricated manhole culverter is characterized in that the female thread is formed so as to be coupled to the male fastening member and the buried anchor member is coupled to the male fastening member and embedded in the laminated member. 제1항에 있어서,The method of claim 1, 상기 후크걸림부는 탄성적으로 후퇴할 수 있도록 후크수용부 내벽에 후크걸림수용공과 탄성부재를 포함하고 있는 것을 특징으로 하는 조립식 맨홀암거.The hook engaging portion is prefabricated manhole armger, characterized in that it comprises a hook hooking hole and an elastic member on the inner wall of the hook receiving portion so as to retract elastically.
KR2020000023108U 2000-08-14 2000-08-14 Pre-casted Culvert KR200212748Y1 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100919283B1 (en) * 2007-08-22 2009-09-30 주식회사 태성 Manhole fastening apparatus

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100919283B1 (en) * 2007-08-22 2009-09-30 주식회사 태성 Manhole fastening apparatus

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