KR100349400B1 - Precasted culvert - Google Patents

Precasted culvert Download PDF

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Publication number
KR100349400B1
KR100349400B1 KR1019990036741A KR19990036741A KR100349400B1 KR 100349400 B1 KR100349400 B1 KR 100349400B1 KR 1019990036741 A KR1019990036741 A KR 1019990036741A KR 19990036741 A KR19990036741 A KR 19990036741A KR 100349400 B1 KR100349400 B1 KR 100349400B1
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KR
South Korea
Prior art keywords
culvert
fastening member
culvert unit
unit
grouting
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KR1019990036741A
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Korean (ko)
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KR20010020056A (en
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박병무
Original Assignee
박정규
박미진
박민정
권정자
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Priority to KR1019990036741A priority Critical patent/KR100349400B1/en
Publication of KR20010020056A publication Critical patent/KR20010020056A/en
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Publication of KR100349400B1 publication Critical patent/KR100349400B1/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
    • E02D29/045Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B11/00Drainage of soil, e.g. for agricultural purposes
    • E02B11/005Drainage conduits
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00Miscellaneous
    • E02D2600/20Miscellaneous comprising details of connection between elements

Abstract

본 발명은, 연속적으로 연결되어 관상의 공동구를 형성하는 복수의 암거유니트를 갖는 암거설비에 관한 것으로서, 어느 하나의 암거유니트의 일단부면에 판면으로부터 돌출하여 형성되며, 돌출방향을 따라 형성된 절개홈에 의해 돌출방향의 가로방향으로 신축가능한 후크부를 가지는 숫체결부재와; 상기 암거유니트와 연접되는 타 암거유니트의 단부면에 함몰형성되며, 상기 후크부가 수용되는 후크수용부를 가지는 암체결부재를 갖는 것을 특징으로 한다. 이에 의해, 암거유니트의 조립과정이 간편해진다.The present invention relates to a culvert unit having a plurality of culvert units that are continuously connected to form a tubular cavity, which is formed by protruding from the plate surface on one end surface of any one culvert unit, and formed in a cutout groove formed along the protruding direction. A male fastening member having a hook portion stretchable in the transverse direction of the protruding direction; It is formed in the end surface of the other culvert unit in contact with the culvert unit, characterized in that it has a female fastening member having a hook receiving portion for receiving the hook portion. This simplifies the assembly process of the culvert unit.

Description

조립식 암거설비{PRECASTED CULVERT}Prefabricated Culvert Equipment {PRECASTED CULVERT}

본 발명은 암거설비에 관한 것으로서, 보다 상세하게는, 암거유니트 간의 결합을 간편하게 할 수 있도록 한 암거설비에 관한 것이다.The present invention relates to a culvert installation, and more particularly, to a culvert installation to facilitate the coupling between culvert units.

배수로나 보행용 등에 이용되고 있는 지중매설식 암거는, 미리 만들어진 개별유니트들을 현장에서 연결하여 설치하므로, 그 설치작업이 매우 간편하고 신속하며, 대량생산이 가능하므로 품질의 안정성을 확보할 수 있기 때문에, 근래 널리 보급되고 있다.The underground buried culvert used for drainage and walking is connected to the individual units made in advance and installed in the field, so the installation work is very simple, quick, and mass production is possible. Recently, it is widely spread.

암거는 우수·오수 및 농공업용수 등의 수로를 형성하거나, 인도 및 차도 등의 통행로를 만드는데 사용되는 한편, 전기통신 및 온·냉관로 등의 매설을 위한 지하공동구의 제작 및 농수산물의 저장창고 등의 제작 등에 다양하게 사용되고 있다.Culverts are used to form waterways of stormwater, sewage and agricultural industry, or to create passageways such as sidewalks and driveways, while underground underground areas for laying telecommunications, hot and cold pipelines, and storage of agricultural and marine products. It is widely used for production.

이러한 암거는 내부에 공동구가 형성된 박스형상의 암거유니트를 공장에서 대량으로 미리 제작하고, 현장에서 필요에 따라 암거유니트를 공동구가 상호 연통되도록 맞대기 접촉 결합하여 소정의 통로를 형성하도록 한 조립식 암거가 널리 사용되고 있다.These culverts are prefabricated box-shaped culvert units with cavity holes formed inside of them at the factory in large quantities, and prefabricated culverts that form a predetermined passage by butt-contacting the culvert units to communicate with each other as needed in the field are widely used. It is used.

이러한 암거는, 암거유니트의 접합영역을 몰탈 등을 사용하여 단순접합하고, 암거유니트의 양 측벽부를 관통하여 관통공을 형성하고, 상호 연속적으로 결합된 암거유니트의 관통공내에 케이블을 관통시켜 고정하도록 하고 있다.Such a culvert simply joins the joining area of the culvert unit using mortar or the like, forms a through hole through both side wall portions of the culvert unit, and fixes the through hole in the through hole of the culvert unit that is continuously connected to each other. Doing.

이러한 종래의 조립식 암거설비는, 암거유니트를 연결하는 케이블의 길이가 길어질수록 상호 연속결합된 암거유니트의 하중 및 외력 등에 의해 케이블이 연신되어 암거유니트간의 체결력이 약해지거나, 케이블의 절단에 의한 접합영역의 균열이 발생될 우려가 크다는 단점이 있다. 이러한 단점을 해결하기 위해, 상호 이웃하는 암거유니트 끼리 일부영역을 상호 볼트체결하여 고정하는 방법을 사용하고 있다.In the conventional assembled culvert equipment, as the length of the cable connecting the culvert unit becomes longer, the cable is stretched due to the load and the external force of the culvert units that are continuously coupled to each other, so that the clamping force between the culvert units becomes weak, or the joining area by cutting the cable. There is a disadvantage that the crack is likely to occur. In order to solve this disadvantage, a method of bolting and fixing some areas between adjacent culvert units are used.

그런데, 이러한 종래의 조립식 암거에 있어서는, 암거유니트의 조립시, 암거유니트를 인접하게 설치하여 케이블로 인장력을 가하고, 이웃하는 암거유니트를 볼트로 상호 고정결합시킨 다음, 접합영역을 몰탈 등으로 단순접합하도록 하고 있다.However, in such a conventional assembled culvert, when assembling a culvert unit, culvert units are installed adjacent to each other, a tensile force is applied by cables, and adjacent culvert units are fixed to each other by bolts, and then the joint area is simply joined by mortar or the like. I'm trying to.

따라서, 암거유니트의 조립시 여러 단계의 과정을 거치므로, 암거유니트의 조립작업이 번거롭다는 문제점이 있다.Therefore, there is a problem that the assembly process of the culvert unit is cumbersome because the culvert unit goes through several steps.

따라서 본 발명의 목적은, 암거유니트의 조립작업을 간편하게 할 수 있도록 하는 암거설비를 제공하는 것이다.It is therefore an object of the present invention to provide a culvert facility for simplifying the assembly work of the culvert unit.

도 1은 본 발명에 따른 암거설비의 사시도,1 is a perspective view of a culvert according to the present invention,

도 2는 도 1의 암체결부재와 숫체결부재 설치 영역의 확대 분해 사시도,2 is an enlarged exploded perspective view of the arm fastening member and the male fastening member installation region of FIG.

도 3은 도 2의 암체결부재와 숫체결부재 설치 영역의 결합단면도이다.3 is a cross-sectional view of the arm fastening member and the male fastening member installation region of FIG.

<도면의 주요부분에 대한 부호의 설명><Description of the symbols for the main parts of the drawings>

10 : 암거유니트 21 : 그라우팅수용부10: culling unit 21: grouting accommodation

30 : 암체결부재 32 : 안내경사부30: arm fastening member 32: guide inclination

34 : 후크수용부 40 : 숫체결부재34: hook receiving portion 40: male fastening member

41 : 후크부 42 : 후크머리41: hook portion 42: hook head

43 : 후크몸체 44 : 절개홈43: hook body 44: incision groove

45 : 고정나사부 46 : 고정체결부재45: fixed screw portion 46: fastening member

48 : 절취부48: cutout

상기 목적은, 본 발명에 따라, 연속적으로 연결되어 관상의 공동구를 형성하는 복수의 암거유니트를 갖는 암거설비에 있어서, 어느 하나의 암거유니트의 일단부면에 판면으로부터 돌출하여 형성되며, 돌출방향을 따라 형성된 절개홈에 의해 돌출방향의 가로방향으로 신축가능한 후크부를 가지는 숫체결부재와; 상기 암거유니트와 연접되는 타 암거유니트의 단부면에 함몰형성되며, 상기 후크부가 수용되는 후크수용부를 가지는 암체결부재를 갖는 것을 특징으로 하는 암거설비에 의해 달성된다.According to the present invention, in the culvert unit having a plurality of culvert units that are continuously connected to form a tubular cavity sphere, the object is formed to protrude from the plate surface on one end surface of any one culvert unit, along the protruding direction A male fastening member having a hook portion that is stretchable in the transverse direction in the protruding direction by the cut groove formed; It is achieved by a culvert installation, characterized in that it is formed in the end face of the other culvert unit in contact with the culvert unit, having a female fastening member having a hook receiving portion for accommodating the hook portion.

여기서, 상기 각 암거유니트에는 그라우팅을 수용할 수 있도록 상기 공동구의 길이방향을 따라 함몰된 그라우팅수용부가 상기 공동구의 둘레방향을 따라 형성되어 있으며, 상기 암체결부재와 상기 숫체결부재는 상기 그라우팅수용부에 형성되어 있는 것이 바람직하다.Here, each culvert unit is provided with a grouting recess recessed along the longitudinal direction of the cavity to accommodate the grouting along the circumferential direction of the cavity, wherein the female fastening member and the male fastening member are the grouting receiving portion. It is preferably formed in.

그리고, 상기 암거유니트의 단부면과 상기 타 암거유니트의 단부면중 적어도 일측에는, 상기 그라우팅수용부의 측벽에 상기 공동구의 둘레방향을 따라 팽창지수제가 매입되도록 함으로써, 각 암거유니트의 기밀을 유지시킬 수 있게 된다.In addition, at least one of the end face of the culvert unit and the end face of the other culvert unit, the expansion index agent is embedded in the side wall of the grouting accommodation portion along the circumferential direction of the cavity, thereby maintaining the airtightness of each culvert unit Will be.

이하, 도면을 참조하여 본 발명을 상세히 설명한다.Hereinafter, the present invention will be described in detail with reference to the drawings.

암거설비는, 도 1에 도시된 바와 같이, 내부에 형성된 공동구가 상호 연통되도록 상호 맞대기 접촉결합되는 복수의 암거유니트(10)를 가지며, 각 암거유니트(10)는 저판부(11), 측판부(13) 및 상판부(15)가 일체로 형성된 사각박스 형상을 가진다.The culvert facility, as shown in Figure 1, has a plurality of culvert units 10 which are butt-contacted to each other so that the cavities formed therein communicate with each other, each culvert unit 10 is a bottom plate portion 11, side plate portion 13 and the upper plate portion 15 has a rectangular box shape formed integrally.

각 암거유니트(10)의 저판부(11) 영역의 접촉단부에는 저판부(11)의 두께방향을 따라 축소된 두께폭을 가지는 물림연부(17)가 돌출형성되어 있으며, 이에 대향한 타측 접촉단부에는 다른 암거유니트(10)의 물림연부(17)와 상호 맞물리도록 저부면으로부터 상향 절취된 절취부(19)가 형성되어 있다.In the contact end portion of the bottom plate portion 11 region of each culvert unit 10, a bleed edge 17 having a thickness width reduced along the thickness direction of the bottom plate portion 11 is protruded, and the other contact end portion opposite thereto is formed. There is formed a cutout portion 19 cut upward from the bottom surface so as to interlock with the bite edge 17 of the other culvert unit (10).

각 암거유니트(10)의 양 접촉단부에는 상판부(15)와 저판부(11) 및 양 측판부(13)에 걸쳐 접촉단부의 판면으로부터 함몰되어 그라우팅을 수용하는 그라우팅수용부(21)가 형성되어 있고, 상판부(15)에는 그라우팅을 주입할 수 있도록 그라우팅수용부(21)와 상호 연통된 복수의 그라우팅주입구(23)가 각각 형성되어 있다. 각 암거유니트(10)의 그라우팅수용부(21)내의 각 모서리영역에는 측벽을 관통하여 설치되는 케이블을 수용할 수 있도록 케이블공(22)이 형성되어 있다.Grouting accommodating portions 21 are formed at both contact ends of each culvert unit 10, recessed from the plate surface of the contact end portion over the upper plate portion 15, the bottom plate portion 11, and both side plate portions 13 to accommodate grouting. In addition, the upper plate portion 15 is formed with a plurality of grouting inlet 23 in communication with the grouting accommodating portion 21 to inject grouting, respectively. Cable holes 22 are formed in each corner region of the grouting receiving portion 21 of each culvert unit 10 to accommodate the cables installed through the side walls.

한편, 각 암거유니트(10)의 접촉단부에는, 그라우팅수용부(21)내에 소정 간격을 두고 각 암거유니트(10)를 상호 결합시키기 위한 후크결합장치가 설치되어 있다. 후크결합장치는 각 암거유니트(10)의 일측 접촉단부에 설치된 암체결부재(30)와, 타측 접촉단부에 설치된 숫체결부재(40)를 포함한다.On the other hand, at the contact end of each culvert unit 10, a hook coupling device is provided in the grouting accommodating portion 21 for mutually engaging the culvert units 10 at a predetermined interval. The hook coupling device includes a female fastening member 30 installed at one contact end of each culvert unit 10 and a male fastening member 40 installed at the other contact end.

숫체결부재(40)는, 도 2 및 도 3에 도시된 바와 같이, 그라우팅수용부(21)의 판면으로부터 돌출설치된 후크부(41)를 가지며, 후크부(41)는 원통형으로 형성되어 돌출방향으로 갈수록 그 직경이 좁아지는 후크몸체(43)와, 후크몸체(43)의 자유단부에서 확경된 후크머리(42)를 가진다. 그리고, 후크몸체(43)와 후크머리(42)에는 돌출방향을 따라 소정 길이구간동안 절개홈(44)이 형성되어 있으며, 이 절개홈(44)은 후크부(41)의 원주방향을 따라 등간격으로 복수개가 형성되어 후크부(41)의 중앙영역에서 합류된다. 이 절개홈(44)에 의해 후크부(41)가 돌출방향의 가로방향으로 탄성적인 신축이 가능해진다.The male fastening member 40 has a hook portion 41 protruding from the plate surface of the grouting accommodating portion 21, as shown in Figs. It has a hook body 43, the diameter of which narrows toward the end, and a hook head 42 diameter-expanded at the free end of the hook body 43. In addition, the hook body 43 and the hook head 42 are formed with a cutting groove 44 for a predetermined length of time along the protruding direction, and the cutting groove 44 is located along the circumferential direction of the hook portion 41. A plurality is formed at intervals and joined in the central region of the hook portion 41. This cutting groove 44 allows the hook portion 41 to elastically stretch in the transverse direction of the protruding direction.

한편, 후크부(41)의 말단부에는 숫나사산이 형성된 고정나사부(45)가 형성되어 있고, 그라우팅수용부(21)내에는 고정나사부(45)가 나사결합되도록 암나사산이 형성된 고정체결부재(46)가 매입되어 후크부(41)를 암거유니트(10)의 접촉단부에 고정하게 된다. 그리고, 고정체결부재(46)의 매입측 단부에는 고정체결부재(46)를 지지할 수 있도록 복수의 앵커부(47)가 형성되어 있다. 또한, 고정체결부재(46)가 매입된 영역의 그라우팅수용부(21)의 측벽은 길이방향을 따라 소정구간 절취된 절취부(48)가 형성되어 있다. 한편, 후크부(41)는 고정체결부재(46)를 사용하지 아니하고, 후크부(41)의 고정나사부(45)가 형성된 말단을 직접 암거유니트(10)에 매입하여 고정할 수도 있다.On the other hand, the end portion of the hook portion 41 is formed with a fixed screw portion 45 is formed with a male thread, and the fixing screw member 46 is formed in the grouting accommodating portion 21, the female screw thread is formed so that the fixed screw portion 45 is screwed It is embedded to secure the hook portion 41 to the contact end of the culvert unit (10). A plurality of anchor portions 47 are formed at the embedding end of the fixed fastening member 46 to support the fixed fastening member 46. In addition, the sidewall of the grouting accommodating portion 21 in the region where the fastening member 46 is embedded is formed with a cutout portion 48 cut along a predetermined section along the longitudinal direction. On the other hand, the hook portion 41 may be fixed by embedding the end formed with the fixing screw portion 45 of the hook portion 41 directly to the culvert unit (10) without using the fastening member 46.

이러한 숫체결부재(40)가 결합되는 암체결부재(30)는, 후크머리(42)를 수용하며 입구측이 축경된 후크수용부(34)를 가지며, 후크수용부(34)가 형성된 영역의 그라우팅수용부(21)의 측벽에는 후크머리(42)를 안내하며 후크부(41)의 결합방향으로 갈수록 폭이 좁아지는 안내경사부(32)가 형성되어 있다. 그리고, 안내경사부(32)는 후크부(41)의 결합시 후크몸체(43)와 소정의 이격 간격을 두도록 그 폭이 크게 형성되며, 숫체결부재(40)와 암체결부재(30)의 결합시 안내경사부(32)와 절취부(48)는 단일의 통로를 형성하여 이 통로를 통해 그라우팅이 통과하게 된다. 이러한 암체결부재(30)의 매입측 단부에는 암체결부재(30)를 지지할 수 있도록 복수의 앵커부(36)가 형성되어 있다.The female fastening member 30 to which the male fastening member 40 is coupled has a hook accommodating portion 34 which accommodates the hook head 42 and has an inlet side reduced in diameter, and has a hook accommodating portion 34 formed therein. A guide inclined portion 32 is formed on the sidewall of the grouting accommodating portion 21 to guide the hook head 42 and become narrower in the coupling direction of the hook portion 41. In addition, the guide inclination portion 32 is formed to have a large width so as to have a predetermined distance from the hook body 43 when the hook portion 41 is coupled, the male fastening member 40 and the female fastening member 30 of the When combined, the guide slope 32 and the cutout 48 form a single passageway through which grouting passes. A plurality of anchors 36 are formed at the embedded end of the arm fastening member 30 to support the arm fastening member 30.

한편, 그라우팅수용부(21)의 양 측벽에 형성된 한 쌍의 접촉단면에는, 공동구의 둘레방향을 따라 팽창지수제(50)가 매입되어 있으며, 이 팽창지수제(50)에 의해 각 암거유니트(10)의 결합시 각 암거유니트(10)가 상호 기밀을 유지하게 된다.On the other hand, an expansion index agent 50 is embedded in the pair of contact end surfaces formed on both sidewalls of the grouting accommodating portion 21 along the circumferential direction of the cavity, and the expansion index agent 50 allows each culvert unit ( In the combination of 10) each culvert unit (10) is to maintain mutual confidentiality.

이러한 구성에 의하여, 암거유니트(10)를 조립할 경우, 먼저, 암거유니트(10)의 각 접촉단부가 상호 인접되도록 설치하고, 상호 연통된 각 케이블공(22)내에 케이블(미도시)을 설치한다. 그런 다음, 케이블로 인장력을 가하면, 숫체결부재(40)의 후크부(41)가 절개홈(44)에 의해 돌출방향의 가로방향으로 신축하면서 안내경사부(32)를 따라 이동되고, 후크부(41)의 후크머리(42)가 암체결부재(30)의 후크수용부(34)에 수용된다. 이와 동시에, 각 암거유니트(10)의 접촉단면에 매입된 팽창지수제(50)가 상호 접하여 각 암거유니트(10)가 기밀을 유지하게 된다.With this configuration, when assembling the culvert unit 10, first, each contact end of the culvert unit 10 is installed so as to be adjacent to each other, and a cable (not shown) is installed in each of the cable holes 22 communicated with each other. . Then, when the tensile force is applied to the cable, the hook portion 41 of the male fastening member 40 is moved along the guide inclined portion 32 while stretching in the transverse direction in the protruding direction by the cutting groove 44, the hook portion The hook head 42 of 41 is accommodated in the hook receiving portion 34 of the female fastening member 30. At the same time, the expansion index agent 50 embedded in the contact end of each culvert unit 10 is in contact with each other so that each culvert unit 10 is kept airtight.

설치가 완료되면, 각 그라우팅주입구(23)를 통해 각 그라우팅수용부(21)에 그라우팅을 주입하여 각 암거유니트(10)가 상호 접합되도록 하며, 이 때, 후크결합장치 영역에서는 안내경사부(32)와 절취부(48)에 의해 형성된 통로를 통해 그라우팅이 유동하게 된다.When the installation is completed, the grouting unit 10 is injected to each grouting receiving unit 21 through each grouting inlet 23 so that each culvert unit 10 is bonded to each other, and at this time, the guide inclining unit 32 in the hook coupling device region. And grouting flow through the passage formed by the cutout 48.

이와 같이, 본 발명에서는, 각 암거유니트(10)의 그라우팅수용부(21)에 상호 후크결합하는 후크결합장치인 암체결부재(30)와 숫체결부재(40)를 각각 설치함으로써, 케이블에 의해 각 암거유니트(10)를 상호 접근시키는 과정에서 암체결부재(30)와 숫체결부재(40)가 상호 결합되게 된다. 이에 따라, 후크결합장치의 결합을 위한 별도의 조립과정이 필요치 아니하므로, 암거유니트(10)의 조립과정이 간편해진다.As described above, in the present invention, the arm fastening member 30 and the male fastening member 40, which are hook coupling apparatuses, which are hooked to each other on the grouting receiving portions 21 of the respective culling units 10, are respectively provided, The arm fastening member 30 and the male fastening member 40 are coupled to each other in the process of approaching each culvert unit 10. Accordingly, the separate assembly process for the coupling of the hook coupling device is not necessary, thereby simplifying the assembly process of the culvert unit 10.

한편, 상술한 실시예에서는, 각 암거유니트(10)를 상호 접근시키기 위해 케이블을 설치하였으나, 도 1에 점선으로 도시된 바와 같이, 각 암거유니트(10)의 측판부(13)의 외측에 각각 체인을 설치한 체인블럭(51)을 이용하여 각 암거유니트(10)를 접근시킬 수도 있다.On the other hand, in the above-described embodiment, although the cable is installed to access each culvert unit 10 mutually, as shown by a dotted line in Fig. 1, respectively on the outer side of the side plate portion 13 of each culvert unit 10 Each culvert unit 10 may be approached using a chain block 51 provided with a chain.

이상에서 설명한 바와 같이, 본 발명에 따르면, 암거유니트의 조립과정이 간편해진다.As described above, according to the present invention, the assembly process of the culvert unit is simplified.

Claims (3)

연속적으로 연결되어 관상의 공동구를 형성하는 복수의 암거유니트를 갖는 암거설비에 있어서,In the culvert installation having a plurality of culvert units that are continuously connected to form a tubular cavity, 어느 하나의 암거유니트의 일단부면에 판면으로부터 돌출하여 형성되며, 돌출방향을 따라 형성된 절개홈에 의해 돌출방향의 가로방향으로 신축가능한 후크부를 가지는 숫체결부재와;A male fastening member protruding from the plate surface on one end surface of any one culvert unit and having a hook portion stretchable in the transverse direction in the protruding direction by a cutting groove formed along the protruding direction; 상기 암거유니트와 연접되는 타 암거유니트의 단부면에 함몰형성되며, 상기 후크부가 수용되는 후크수용부를 가지는 암체결부재를 갖는 것을 특징으로 하는 암거설비.Equipped with an end surface of the other culvert unit in contact with the culvert unit, the culvert facility, characterized in that it has a female fastening member having a hook receiving portion for receiving the hook portion. 제 1 항에 있어서,The method of claim 1, 상기 각 암거유니트에는 그라우팅을 수용할 수 있도록 상기 공동구의 길이방향을 따라 함몰된 그라우팅수용부가 상기 공동구의 둘레방향을 따라 형성되어 있으며, 상기 암체결부재와 상기 숫체결부재는 상기 그라우팅수용부에 형성되어 있는 것을 특징으로 하는 암거설비.Each culvert unit has a grouting recess recessed along the longitudinal direction of the cavity to accommodate grouting and is formed along the circumferential direction of the cavity, and the female fastening member and the male fastening member are formed in the grouting receiving portion. Culvert facility, characterized in that. 제 1 항에 있어서,The method of claim 1, 상기 암거유니트의 단부면과 상기 타 암거유니트의 단부면중 적어도 일측에는, 상기 그라우팅수용부의 측벽에 상기 공동구의 둘레방향을 따라 팽창지수제가매입되어 있는 것을 특징으로 하는 암거설비.And at least one of an end face of the culvert unit and an end face of the other culvert unit, an expansion index agent is embedded in the side wall of the grouting accommodation portion along the circumferential direction of the cavity.
KR1019990036741A 1999-08-31 1999-08-31 Precasted culvert KR100349400B1 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101026949B1 (en) 2010-08-13 2011-04-06 김동민 Segment of precast concrete girder
KR101348219B1 (en) * 2013-05-21 2014-01-07 주식회사 금강피씨 Culvert laying earthquake-resistant pin

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KR100463660B1 (en) * 2002-02-21 2004-12-30 한재명 Connector for connecting concrete structures to be laid under the ground
KR100730981B1 (en) * 2006-05-12 2007-06-21 쌍용건설 주식회사 Structure of cofferdam for open caisson
KR100732554B1 (en) * 2006-09-06 2007-06-28 (주) 이삼이엔지 Tendon anchoring apparatus, connecting structure of culvert using the same and connecting method of culvert using the same
KR102496926B1 (en) * 2022-06-16 2023-02-08 곽은구 Prefabricated precast concrete culvert with function of crack resistant and aseismicity equipped with double insert water stop member and tensioning member fastened and reclamed coupling anchor

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101026949B1 (en) 2010-08-13 2011-04-06 김동민 Segment of precast concrete girder
KR101348219B1 (en) * 2013-05-21 2014-01-07 주식회사 금강피씨 Culvert laying earthquake-resistant pin

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