KR20000004260U - Prefabricated culvert - Google Patents

Prefabricated culvert Download PDF

Info

Publication number
KR20000004260U
KR20000004260U KR2019980014586U KR19980014586U KR20000004260U KR 20000004260 U KR20000004260 U KR 20000004260U KR 2019980014586 U KR2019980014586 U KR 2019980014586U KR 19980014586 U KR19980014586 U KR 19980014586U KR 20000004260 U KR20000004260 U KR 20000004260U
Authority
KR
South Korea
Prior art keywords
plate member
bottom plate
top plate
culvert
wall
Prior art date
Application number
KR2019980014586U
Other languages
Korean (ko)
Other versions
KR200273404Y1 (en
Inventor
박병무
Original Assignee
박병무
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 박병무 filed Critical 박병무
Priority to KR2019980014586U priority Critical patent/KR200273404Y1/en
Publication of KR20000004260U publication Critical patent/KR20000004260U/en
Application granted granted Critical
Publication of KR200273404Y1 publication Critical patent/KR200273404Y1/en

Links

Landscapes

  • Sewage (AREA)

Abstract

본 고안은, 평탄한 저판부재와, 상기 저판부재로부터 소정 이격되어 나란하게 형성된 상판부재와, 상기 상판부재와 상기 저판부재 사이에 개재되는 적어도 하나의 벽부재를 갖는 조립식 암거에 관한 것으로서, 상기 상판부재 및 상기 저판부재와 상기 벽부재의 상호 맞대기 접촉영역에는 기밀유지부재가 개재되는 것을 특징으로 한다. 이에 의하여, 상판부재 및 저판부재와 벽부재를 사이 접촉영역의 기밀성을 향상시킬 수 있다.The present invention relates to a prefabricated culvert having a flat bottom plate member, a top plate member formed in parallel with a predetermined distance from the bottom plate member, and at least one wall member interposed between the top plate member and the bottom plate member. And a hermetic holding member interposed between the bottom plate member and the wall member in a butt contact area. As a result, the airtightness of the contact area between the top plate member and the bottom plate member and the wall member can be improved.

Description

조립식 암거Prefabricated culvert

본 고안은, 조립식 암거에 관한 것으로서, 보다 상세하게는, 상판부재 및 저판부재와 벽부재를 사이 접촉영역의 기밀성을 향상시킬 수 있도록 한 조립식 암거에 관한 것이다.The present invention relates to a prefabricated culvert, and more particularly, to a prefabricated culvert that can improve the airtightness of the contact area between the top plate member and the bottom plate member and the wall member.

조립식 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.Prefabricated culverts are used to form waterways such as stormwater, sewage and agricultural industrial water, or to create passageways such as sidewalks and driveways, while building underground common areas for laying telecommunications, hot and cold pipelines, and storage of agricultural and marine products. It is widely used for the production of

이러한 조립식 암거는 내부에 공동구가 형성된 박스형상의 암거유니트를 공장에서 미리 제작한 다음, 현장에서 각 암거유니트의 공동구가 상호 연통되도록 맞대기 접촉 결합시켜 매설시킨다.Such prefabricated culverts are prefabricated at the factory in a box-shaped culvert unit having a cavity formed therein, and then buried in a butt contact coupling to bury the cavities of each culvert unit in the field.

각 암거유니트의 양단부에는 요입홈과 돌출턱을 형성되어 상호 끼워맞춤조립할 수 있도록 하고 있으나, 각 암거유니트의 요입홈과 돌출턱이 취약한 구조로 되어 있어 지반의 침하 및 융기에 의해 조립부분의 파손 등으로 인하여 접합영역의 지속적 기밀을 유지할 수 없어 쉽게 누수 되어 암거로서의 역할을 충분히 할 수 없다는 문제점이 있다.Both ends of each culvert unit have recessed grooves and protruding jaws to be fitted and assembled together.However, the recessed grooves and projecting jaws of each culvert unit are fragile. Due to this, there is a problem in that it is not possible to maintain continuous airtightness of the junction area and thus easily leak, and thus cannot play a role as a culvert.

이와 같은 문제점을 고려하여 암거유니트의 일단부로부터 이에 대향한 타단부로 관통된 관통공을 형성시키고, 상호 맞대기 접촉된 복수의 암거유니트를 통과하도록 케이블 등을 설치하여 공동구의 길이방향을 따라 인장력을 가하는 암거가 제안되어 있다.In consideration of such a problem, a through hole penetrated from one end of the culvert unit to the other end facing the culvert unit is formed, and a cable or the like is installed to pass through a plurality of culvert units which are in contact with each other, thereby providing tensile force along the longitudinal direction of the cavity. Cultivation has been proposed.

그런데, 이러한 종래의 조립식 암거에 있어서는, 상호 맞대기 접촉영역에 모르타르 등을 사용하여 접합할 경우 그 내외부간의 기밀의 지속적 유지가 어렵다는 문제점이 있다. 또한, 케이블을 사용하는 경우에 있어서는, 사용기간이 경과됨에 따라 케이블의 열화 및 부식 등에 의해 인장력이 약해지게 되어 암거의 내외부간 기밀유지가 어려운 문제점이 있다.However, in such a conventional assembled culvert, there is a problem that it is difficult to continuously maintain the airtight between the inside and the outside when bonding to each other butting contact area using mortar or the like. In addition, in the case of using the cable, as the service period elapses, the tensile strength is weakened due to deterioration and corrosion of the cable, which makes it difficult to maintain airtightness between the inside and the outside of the culvert.

따라서, 본 고안의 목적은, 상판부재 및 저판부재와 벽부재를 사이 접촉영역의 기밀성을 향상시킬 수 있는 조립식 암거를 제공하는 것이다.Accordingly, an object of the present invention is to provide a prefabricated culvert that can improve the airtightness of the contact area between the top plate member and the bottom plate member and the wall member.

도 1은 본 고안에 따른 조립식 암거의 분해 사시도,1 is an exploded perspective view of a prefabricated culvert according to the present invention,

도 2는 도 1의 결합사시도,2 is a perspective view of the combination of FIG.

도 3은 도 2의 Ⅲ - Ⅲ선에 따른 조립식 암거의 단면도,3 is a cross-sectional view of the prefabricated culvert along line III-III of FIG.

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

1 : 상판부재 3 : 저판부재1: top plate member 3: bottom plate member

5 : 벽부재 7 : 공동구5 wall member 7 cavity

9 : 그라우팅충전부 11 : 그라우팅주입홈9: grouting filling part 11: grouting injection groove

13 : 물림돌기 15 : 물림돌기수용부13: bite protrusions 15: bite protrusions

17 : 패킹17: Packing

상기 목적은, 본 고안에 따라, 평탄한 저판부재와, 상기 저판부재로부터 소정 이격되어 나란하게 형성된 상판부재와, 상기 상판부재와 상기 저판부재 사이에 개재되는 적어도 하나의 벽부재를 갖는 조립식 암거에 있어서, 상기 상판부재 및 상기 저판부재와 상기 벽부재의 상호 맞대기 접촉영역에는 기밀유지부재가 개재되는 것을 특징으로 하는 조립식 암거에 의해 달성된다.According to the present invention, in the prefabricated culvert having a flat bottom plate member, a top plate member formed side by side spaced apart from the bottom plate member and at least one wall member interposed between the top plate member and the bottom plate member The upper plate member and the bottom plate member and the wall member are achieved by the prefabricated culvert, characterized in that the airtight holding member is interposed.

여기서, 상기 상판부재 및 상기 저판부재와 상기 벽부재은 상호 요철 맞물림결합되는 것이 바람직하며, 상기 상판부재 및 상기 저판부재의 단부면에는 상기 벽부재를 향해 돌출된 물림돌기부가 상기 상판부재 및 상기 저판부재의 길이방향을 따라 돌출형성되어 있으며, 상기 벽부재에는 상기 물림돌기부를 수용하는 물림그루브가 형성되어 있는 것이 바람직하다.Here, the upper plate member, the bottom plate member and the wall member is preferably engaged with each other uneven coupling, the end surface of the upper plate member and the bottom plate member is a projection protrusion projected toward the wall member the upper plate member and the bottom plate member It is formed to protrude along the longitudinal direction of the wall member, it is preferable that a bleed groove for receiving the bleed protrusion is formed.

이하에서는 첨부도면을 참조하여 본 발명에 대해 상세히 설명한다.Hereinafter, the present invention will be described in detail with reference to the accompanying drawings.

도 1은 본 고안에 따른 조립식 암거의 분해 사시도이며, 도 2는 도 1의 결합사시도이고, 도 3은 도 2의 Ⅲ - Ⅲ선에 따른 조립식 암거의 단면도이다. 이들 도면에 도시된 바와 같이, 본 고안에 따른 조립식 암거는 평탄한 상판부재(1)와, 상판부재(1)와 소정 이격공간을 두고 나란하게 배치된 평탄한 저판부재(3)와, 상판부재(1)와 저판부재(3) 사이에 개재된 적어도 하나의 벽부재(5)를 가진다.1 is an exploded perspective view of a prefabricated culvert according to the present invention, Figure 2 is a perspective view of the combination of Figure 1, Figure 3 is a cross-sectional view of the prefabricated culvert along the line III-III of FIG. As shown in these drawings, the prefabricated culvert according to the present invention has a flat top plate member 1, a flat bottom plate member 3 arranged side by side with a predetermined separation space from the top plate member 1, and a top plate member 1 ) And at least one wall member 5 interposed between the bottom plate member 3.

이들 상판부재(1) 및 저판부재(3)와 벽부재(5)에 의해 내부에는 공동구(7)가 형성되며, 공동구(7)로부터 소정 이격되어 공동구(7)를 둘러싸도록 그라우팅충전부(9)가 함몰형성되어 있다. 상판부재(1)에는 그라우팅충전부(9)를 향해 연장되어 그라우팅충전부(9)에 그라우트를 주입시킬 수 있도록 그라우팅주입홈(11)이 함몰 형성되어 있다. 저판부재(3)에는 그라우팅충전부(9)로부터 공동구(7)를 향해 상향 연장된 공기배출홈(27)이 형성되어 있다.A cavity sphere 7 is formed therein by these top plate members 1, the bottom plate member 3, and the wall member 5, and the grouting filling unit 9 is spaced apart from the cavity sphere 7 so as to surround the cavity sphere 7. Is recessed. Grouting injection groove 11 is formed in the upper plate member 1 so as to extend toward the grouting filling section 9 to inject the grout into the grouting filling section 9. The bottom plate member 3 is formed with an air discharge groove 27 extending upward from the grouting filling portion 9 toward the cavity 7.

한편, 상판부재(1) 및 저판부재(3)와 벽부재(5)는 상호 맞물림 결합될 수 있도록 상판부재(1) 및 저판부재(3)에는 벽부재(5)를 향해 돌출된 물림돌기(13)가 상판부재(1) 및 저판부재(3)의 길이방향을 따라 연장형성되어 있으며, 벽부재(5)에는 물림돌기(13)를 수용할 수 있도록 물림돌기수용부(15)가 길이방향을 따라 함몰형성되어 있다. 이들 물림돌기(13)와 물림돌기수용부(15) 사이에는 기밀을 유지시킬 수 있도록 고무재질의 패킹(17)이 개재되어 있다.On the other hand, the upper plate member 1 and the bottom plate member 3 and the wall member (5) to the upper plate member 1 and the bottom plate member 3 so as to be engaged with each other, the projection projection projecting toward the wall member ( 13 is formed to extend along the longitudinal direction of the upper plate member 1 and the bottom plate member 3, the wall member 5 in the longitudinal direction to accommodate the projection projection 13 to accommodate the projection projection (13) It is recessed along. A rubber packing 17 is interposed between the bite protrusion 13 and the bite protrusion accommodating portion 15 to maintain airtightness.

이상과 같은 구성에 의하여, 조립을 할 때에는, 조립된 암거유니트를 현장에 설치할 때에는, 상판부재(1) 및 저판부재(3)와 벽부재(5)의 접촉영역에 패킹(17)을 개재시켜 맞물림 결합하여 형성된 각 암거유니트를 공동구(7)가 상호 연통되도록 배치시킨 다음, 각 암거유니트의 상판부재(1)에 형성된 그라우팅주입홈(11)을 통해 그라우팅충전부(9)에 그라우트를 주입하여 각 암거유니트를 결속시킨다.According to the above configuration, when assembling, when the assembled culvert unit is installed on site, the packing 17 is interposed between the upper plate member 1 and the bottom plate member 3 and the wall member 5 in the contact area. Each culvert unit formed by engaging engagement is arranged so that the cavity spheres 7 communicate with each other, and then grout is injected into the grouting filling part 9 through the grouting injection grooves 11 formed in the upper plate member 1 of each culvert unit. Bind the culvert unit.

이와 같이, 상판부재(1) 및 저판부재(3)와 벽부재(5)를 조립할 때, 그라우트를 주입시켜 각 부재를 접합시킬 뿐만 아니라 각 부재를 요철 맞물림 결합시킴에 따라 결속력을 강화시킬 수 있다.As such, when assembling the top plate member 1, the bottom plate member 3 and the wall member 5, the bonding force can be strengthened by injecting grout to join each member and engaging each member with the uneven engagement. .

이상에서 설명한 바와 같이, 본 고안에 따르면, 상판부재 및 저판부재와 벽부재를 사이 접촉영역의 기밀성을 향상시킬 수 있는 조립식 암거가 제공된다.As described above, according to the present invention, there is provided a prefabricated culvert that can improve the airtightness of the contact area between the top plate member and the bottom plate member and the wall member.

Claims (3)

평탄한 저판부재와, 상기 저판부재로부터 소정 이격되어 나란하게 형성된 상판부재와, 상기 상판부재와 상기 저판부재 사이에 개재되는 적어도 하나의 벽부재를 갖는 조립식 암거에 있어서,In the prefabricated culvert having a flat bottom plate member, a top plate member formed side by side spaced apart from the bottom plate member, and at least one wall member interposed between the top plate member and the bottom plate member, 상기 상판부재 및 상기 저판부재와 상기 벽부재의 상호 맞대기 접촉영역에는 기밀유지부재가 개재되는 것을 특징으로 하는 조립식 암거.Prefabricated culvert, characterized in that the airtight holding member is interposed in the butt contact area between the top plate member and the bottom plate member and the wall member. 제 1항에 있어서,The method of claim 1, 상기 상판부재 및 상기 저판부재와 상기 벽부재은 상호 요철 맞물림결합되는 것을 특징으로 하는 조립식 암거.Prefabricated culvert, characterized in that the top plate member and the bottom plate member and the wall member is engaged with each other irregularities. 제 2항에 있어서,The method of claim 2, 상기 상판부재 및 상기 저판부재의 단부면에는 상기 벽부재를 향해 돌출된 물림돌기부가 상기 상판부재 및 상기 저판부재의 길이방향을 따라 돌출형성되어 있으며, 상기 벽부재에는 상기 물림돌기부를 수용하는 물림그루브가 형성되어 있는 것을 특징으로 하는 조립식 암거.On the end faces of the upper plate member and the bottom plate member, a bite protrusion protruding toward the wall member protrudes along the longitudinal direction of the top plate member and the bottom plate member, and the wall member receives a bite groove to receive the bite protrusion. Prefabricated culvert, characterized in that is formed.
KR2019980014586U 1998-08-03 1998-08-03 Precasted culvert KR200273404Y1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR2019980014586U KR200273404Y1 (en) 1998-08-03 1998-08-03 Precasted culvert

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR2019980014586U KR200273404Y1 (en) 1998-08-03 1998-08-03 Precasted culvert

Publications (2)

Publication Number Publication Date
KR20000004260U true KR20000004260U (en) 2000-03-06
KR200273404Y1 KR200273404Y1 (en) 2002-11-22

Family

ID=69519906

Family Applications (1)

Application Number Title Priority Date Filing Date
KR2019980014586U KR200273404Y1 (en) 1998-08-03 1998-08-03 Precasted culvert

Country Status (1)

Country Link
KR (1) KR200273404Y1 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101495729B1 (en) 2013-10-22 2015-02-25 엠비텍 주식회사 Connecting Structure of Precast Concrete Assembly Box
KR101460454B1 (en) * 2013-10-22 2014-11-10 엠비텍 주식회사 Connecting Structure of Precast Concrete Assembly Box units

Also Published As

Publication number Publication date
KR200273404Y1 (en) 2002-11-22

Similar Documents

Publication Publication Date Title
KR100783009B1 (en) Precast culvert assembly for fastening insert
KR20000004260U (en) Prefabricated culvert
KR100349400B1 (en) Precasted culvert
KR200212018Y1 (en) Prefabricated culvert
KR200236768Y1 (en) Prefabricated culvert
KR200193604Y1 (en) Precasted culvert
KR100630426B1 (en) Concrete waterway pipe
KR200235128Y1 (en) Culvert
KR200236767Y1 (en) Prefabricated culvert
KR200212019Y1 (en) Prefabricated culvert
KR200233157Y1 (en) Prefabricated culvert
KR20000004227U (en) Prefabricated culvert
KR200250767Y1 (en) Culvert
KR100293688B1 (en) Culvert
KR200259998Y1 (en) Prefabricated culvert
KR100320086B1 (en) Prefabricated Culvert Facility
KR200216305Y1 (en) Precasted culvert
KR200191636Y1 (en) Precasted culvert
KR200236769Y1 (en) Culvert
KR20000027675A (en) Assembly type culvert and inatalling method thereof
KR200167844Y1 (en) Precasted culvert
KR20080004606U (en) Precated culvert
KR20010110020A (en) Cuvert
KR20010075796A (en) Culvert Device
KR200437814Y1 (en) Precated culvert

Legal Events

Date Code Title Description
A201 Request for examination
E902 Notification of reason for refusal
AMND Amendment
E601 Decision to refuse application
J201 Request for trial against refusal decision

Free format text: TRIAL AGAINST DECISION OF REJECTION FOR APPEAL AGAINST DECISION TO DECLINE REFUSAL

Free format text: TRIAL NUMBER: 2001101002096; TRIAL AGAINST DECISION OF REJECTION FOR APPEAL AGAINST DECISION TO DECLINE REFUSAL

AMND Amendment
E902 Notification of reason for refusal
N231 Notification of change of applicant
B701 Decision to grant
REGI Registration of establishment
FPAY Annual fee payment

Payment date: 20110404

Year of fee payment: 10

LAPS Lapse due to unpaid annual fee