KR100297822B1 - Precasted cuvert - Google Patents
Precasted cuvert Download PDFInfo
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- KR100297822B1 KR100297822B1 KR1019990010708A KR19990010708A KR100297822B1 KR 100297822 B1 KR100297822 B1 KR 100297822B1 KR 1019990010708 A KR1019990010708 A KR 1019990010708A KR 19990010708 A KR19990010708 A KR 19990010708A KR 100297822 B1 KR100297822 B1 KR 100297822B1
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/045—Underground 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
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Abstract
본 발명은, 다련 암거설비에 관한 것으로서, 관상의 공동구가 형성되어 있으며, 소정 간격을 두고 상호 나란히 배치되는 한 쌍의 암거유니트와; 상기 한 쌍의 암거유니트 사이의 저부면을 연결하는 저판부재와; 상기 한 쌍의 암거유니트 사이의 상부를 덮는 상판부재를 포함하는 것을 특징으로 한다. 이에 의하여, 조립작업성이 향상되며, 공사 기간을 단축함으로써 공사비용을 절감할 수 있는 다련 암거설비가 제공된다.The present invention relates to a multiple culvert installation, comprising: a pair of culvert units formed with tubular hollow spheres and arranged side by side at a predetermined interval; A bottom plate member for connecting bottom surfaces between the pair of culvert units; It characterized in that it comprises a top plate member covering the upper portion between the pair of culvert units. Thereby, assembling workability is improved, and multiple culvert facilities are provided which can reduce construction costs by shortening the construction period.
Description
본 발명은, 다련 암거설비에 관한 것으로, 보다 상세하게는, 복수의 일체형 암거유니트로 이루어진 다련 암거설비에 관한 것이다.TECHNICAL FIELD The present invention relates to multiple culvert equipment, and more particularly, to a multiple culvert equipment consisting of a plurality of integrated culvert units.
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 상단부에는 요입홈과 돌출턱이 형성되어 각 암거유니트의 상단에 상판부재를 상호 끼워맞춤조립할 수 있도록 하고 있으나, 각 암거유니트의 하단부의 저부영역은 현장에서 직접 타설해야 한다.The upper end of each culvert unit is formed with a recessed groove and a protruding jaw to allow the top plate members to be assembled and assembled to the top of each culvert unit, but the bottom area of the lower part of each culvert unit must be poured directly in the field.
이와 같이, 각 암거 사이의 저부영역을 현장에서 직접 타설하는 경우 저부영역의 크기에 따라 다수의 철근을 배치하고, 철근이 배치된 저부영역에 시멘트 및 등이 혼합된 콘크리트재료를 저부영역에 다져 넣어 메운다. 이렇게 그라우팅된 저부영역은 콘크리트의 경화를 완전히 하기 위하여 가마니 등을 덮고 물을 뿌려주어 하중, 충격, 건조, 동결 등이 없도록 보호하는 양생작업을 시행한다.As such, when placing the bottom area between each culvert directly in the field, a plurality of rebars are placed according to the size of the bottom area, and the concrete material mixed with cement and the like is compacted in the bottom area where the reinforcing bar is placed. To fill. In order to completely harden concrete, the grouted bottom area is covered with a bale and sprayed with water to protect it from load, impact, drying and freezing.
그런데, 조립식 암거유니트 사이의 저부영역을 현장에서 직접 그라우팅하는 종래의 조립식 암거에 있어서는, 철근배치, 그라우팅, 양생작업 등을 순차적으로 시행하는 데 많은 시간이 소요됨으로 공사기간이 길어지며, 철근배치 및 그라우팅, 양생을 위한 장비를 모두 동원해야하는 번거로움이 있다.However, in the conventional prefabricated culvert that grouts the bottom area between the prefabricated culvert units in the field, the construction period is long because it takes a lot of time to sequentially perform rebar arrangement, grouting, curing work, and so on. There is a hassle to mobilize equipment for grouting and curing.
또한, 날씨에 많은 영향을 받고 있기 때문에 눈, 비 등이 오거나 날씨에 변화가 있는 경우 그 만큼 많은 공사 기간이 소요되며, 그에 따른 공사 비용 또한 상승된다는 문제점을 가지고 있다.In addition, since it is affected by the weather a lot, if there is snow, rain, or changes in the weather it takes a lot of construction period, there is a problem that the construction cost is also increased accordingly.
따라서, 본 발명의 목적은, 조립작업성이 향상되며, 공사 기간을 단축함으로써 공사비용을 절감할 수 있는 다련 암거설비를 제공하는 것이다.Accordingly, an object of the present invention is to provide a multiple culvert facility that can improve assembly workability and reduce construction cost by shortening construction period.
도 1은 본 발명에 따른 다련 암거설비의 상태를 도시한 사시도,1 is a perspective view showing a state of the multiple culvert equipment according to the present invention,
도 2는 도 1의 다련 암거설비의 분해사시도,Figure 2 is an exploded perspective view of the multiple culvert equipment of Figure 1,
도 3은 도2의 정면도,3 is a front view of FIG. 2;
도 4는 도 1의 Ⅳ-Ⅳ선에 따른 단면도이다.4 is a cross-sectional view taken along line IV-IV of FIG. 1.
* 도면의 주요 부분에 대한 부호의 설명* Explanation of symbols for the main parts of the drawings
10 : 공동구 20 : 좌측 암거유니트10: cavity 20: left culvert unit
30 : 우측 암거유니트 21, 31 : 플랜지부30: right arming unit 21, 31: flange portion
23, 33 : 지지턱 40 : 상판부재23, 33: support jaw 40: upper plate member
41 : 결합지지부 43 : 체결박스41: coupling support 43: fastening box
45 : 결합체결공 50 : 저판부재45: fastening hole 50: bottom plate member
51 : 결합부 53 : 결합공51: coupling portion 53: coupling hole
상기 목적은, 본 발명에 따라, 다련 암거설비에 있어서, 관상의 공동구가 형성되어 있으며, 소정 간격을 두고 상호 나란히 배치되는 한 쌍의 암거유니트와; 상기 한 쌍의 암거유니트 사이의 저부면을 연결하는 저판부재와; 상기 한 쌍의 암거유니트 사이의 상부를 덮는 상판부재를 포함하는 것을 특징으로 하는 암거설비에 의해 달성된다.According to the present invention, in the multiple culvert installation, a tubular cavity is formed, a pair of culvert units are arranged side by side at a predetermined interval; A bottom plate member for connecting bottom surfaces between the pair of culvert units; It is achieved by a culvert installation comprising a top plate member covering the upper portion between the pair of culvert units.
여기서, 상기 암거유니트는 상기 저판부재와 함께 상기 암거유니트 사이의 저부면을 형성하기 위해 수평연장된 플랜지부를 가지며, 상기 암거유니트는 상기 상판부재의 지지를 위한 지지턱을 갖는 것이 바람직하다.Here, the culvert unit has a flange portion horizontally extended to form a bottom surface between the culvert unit with the bottom plate member, the culvert unit preferably has a support jaw for supporting the upper plate member.
또한, 상기 암거유니트의 상판부와 상기 상판부재 및 상기 플랜지부와 상기 저판부재를 상호 체결유지하는 체결수단을 더 포함하는 것이 바람직하다.In addition, it is preferable to further include a fastening means for holding the upper plate portion and the upper plate member and the flange portion and the bottom plate member of the culvert unit mutually fastened.
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 발명에 따른 암거설비의 상태를 도시한 사시도이며, 도 2는 도 1의 암거설비의 분해사시도이고, 도 3은 도2의 정면도이며, 도 4는 도 1의 Ⅳ-Ⅳ선에 따른 단면도이다. 이들 도면에 도시된 바와 같이, 본 발명에 따른 암거설비는,거의 사각형 형상을 가지고 공동구(10)를 형성하는 한 쌍의 암거유니트(20,30)를 갖는다.Figure 1 is a perspective view showing a state of the culvert according to the present invention, Figure 2 is an exploded perspective view of the culvert of Figure 1, Figure 3 is a front view of Figure 2, Figure 4 is a line IV-IV of Figure 1 According to the cross-sectional view. As shown in these figures, the culvert installation according to the present invention has a pair of culvert units 20 and 30 which have a substantially rectangular shape and form a cavity 10.
각 암거유니트(20,30)는, 소정 간격을 두고 상호 이격 배치되는 좌측 암거유니트(20) 및 우측 암거유니트(30)로 이루어지며, 이들 각 암거유니트(20,30) 사이에는 한 쌍의 암거유니트의 상단에 연결되는 상판부재(40)와, 하부영역에 설치되는 저판부재(50)가 마련된다.Each culvert unit (20,30) is composed of a left culvert unit 20 and a right culvert unit (30) spaced apart from each other at a predetermined interval, a pair of culverts between each culvert unit (20,30) An upper plate member 40 connected to the upper end of the unit and a bottom plate member 50 installed in the lower region are provided.
죄측 및 우측 암거유니트(20,30)는, 거의 사각형상을 가지고 형성되어 기립되게 설치되며, 하부영역에는 기립방향에 가로로 각각 연장된 계단상의 플랜지부(21,31)가 형성되어 있다. 또한, 각 암거유니트(20,30)의 상단에는 각 암거유니트 내측영역에 마련되며 대향하는 각 암거유니트(20,30)를 향하여 요입된 지지턱(23,33)이 형성되어 있다.The left and right culvert units 20 and 30 are formed to have a substantially rectangular shape and are standing upright, and in the lower region, stepped flange portions 21 and 31 which extend horizontally in the standing direction are formed, respectively. In addition, support jaws 23 and 33 are provided at the upper ends of the culvert units 20 and 30 and provided in the inner regions of the culvert units, and recessed toward the opposing culvert units 20 and 30.
상판부재(40)는, 거의 직사각형상을 가지고 죄측 및 우측 암거유니트(20,30)에 지지되도록 결합되며, 상판부재(40)의 길이방향으로 양단부에는 각 암거유니트(20,30)의 지지턱(23,33)과 각각 접촉 지지될 수 있도록 하측표면으로부터 두께 방향을 따라 접촉지지부(41)가 형성되어 있다.The upper plate member 40 has a substantially rectangular shape, and is coupled to be supported by the left and right culvert units 20 and 30, and the supporting jaw of each culvert unit 20 and 30 is provided at both ends in the longitudinal direction of the upper plate member 40. Contact support portions 41 are formed from the lower surface along the thickness direction so as to be in contact contact support with the 23 and 33, respectively.
저판부재(50)는, 각 암거유니트(20,30) 사이의 하부영역에 조립 결합되는 것으로 거의 직사각판상으로 이루어지며, 이 저판부재(20,30)의 양측연부에는 암거유니트(20, 30)의 하부에 형성된 플랜지부(21,31)와 상호 대향하도록 형성되어 플랜지부(21, 31)와 상호 접촉결합되는 결합부(51)가 형성되어 있다.The bottom plate member 50 is formed in a substantially rectangular plate shape by being assembled to the lower region between the respective culvert units 20 and 30, and the culvert units 20 and 30 are formed at both edges of the bottom plate members 20 and 30. A coupling part 51 is formed to face each other with the flange parts 21 and 31 formed at the bottom of the coupling part and is in contact with the flange parts 21 and 31.
한편, 죄측 및 우측의 암거유니트(20,30)와 상판부재(40)의 상호 접촉영역에는, 상판부재(40)의 접촉면으로부터 소정 이격된 위치에 상측으로 함몰 개구된 체결박스(43)가 형성되어 있으며, 이 체결박스(43)에는 각 암거유니트(20,30)와 상판부재(40)에 접촉단부면으로부터 체결박스(43)내로 연통되며 상호 동일선상에 위치하는 결합체결공(45)이 형성되어 있다. 그리고, 각 암거유니트(20,30)의 플랜지부(21,31)와 저판부재(50) 결합부(51)의 상호 접촉영역에는, 플랜지부(21,31)와 결합부(51)를 관통하는 복수개의 결합공(53)이 형성되어 있다.On the other hand, in the mutual contact area between the culvert units 20 and 30 and the upper plate member 40 on the opposite side and the right side, a fastening box 43 recessed and opened upwardly at a position spaced apart from the contact surface of the upper plate member 40 is formed. The fastening box 43 has a coupling fastening hole 45 which communicates with each of the female housing units 20 and 30 and the upper plate member 40 from the contact end face into the fastening box 43 and is located on the same line. Formed. The flange portions 21 and 31 and the coupling portion 51 penetrate into the mutual contact area between the flange portions 21 and 31 and the bottom plate member 50 coupling portion 51 of each culvert unit 20 and 30. A plurality of coupling holes 53 are formed.
이와 같은 구성에 의하여, 좌측 및 우측 암거유니트(20,30)는 상판부재(40) 및 저판부재(50)를 결합하기 위한 소정 간격을 두고 각각 기립 배치한 다음, 각 암거유니트(20,30)의 하부영역에는 저판부재(50)를 상단에는 상판부재(40)를 각각 결합한다. 그리고, 암거유니트의 축선방향을 따라 암거유니트를 순차적으로 연결한다.By such a configuration, the left and right culvert units 20 and 30 are respectively erected at predetermined intervals for joining the upper plate member 40 and the bottom plate member 50, and then each culvert unit 20 and 30 are respectively. In the lower region of the bottom plate member 50 is coupled to the upper plate member 40 at the top. Then, the culvert units are sequentially connected along the axial direction of the culvert units.
이 때, 좌측 및 우측의 암거유니트(20,30)의 하부영역에 형성된 플랜지부(21,31)와 저판부재(50)의 양 측연을 따라 형성된 결합부(51)가 상호 접촉결합되며, 상호 접촉한 플랜지부(21,31)와 결합부(51)를 관통하는 결합공(53)에 스크류(55)를 이용하여 체결한다.At this time, the flange portions 21 and 31 formed in the lower regions of the left and right culvert units 20 and 30 and the coupling portions 51 formed along both side edges of the bottom plate member 50 are mutually contact-coupled with each other. It is fastened using the screw 55 to the coupling hole 53 which penetrates the flange part 21 and 31 and the coupling part 51 which contacted.
그리고, 각 암거유니트(20,30)의 상단에 형성된 지지턱(23,33)과 상단부재(40)에 형성된 접촉지지부(41)가 상호 접촉 결합되며, 상호 접촉결합한 각 암거유니트(20,30)와 상판부재(40)는 체결박스(43)에 형성된 체결공(45)으로 체결볼트(47)와 너트(49)를 이용하여 체결한다.And, the support jaw (23, 33) formed on the upper end of each culvert unit (20, 30) and the contact support portion 41 formed on the upper member 40 is mutually coupled, and each culvert unit (20,30) in contact with each other ) And the upper plate member 40 are fastened to the fastening hole 45 formed in the fastening box 43 by using the fastening bolt 47 and the nut 49.
이와 같이, 상판부재와, 저판부재와, 저부영역에 수평방향을 따라 연장된플랜지부와, 상판부재의 양단을 각각 접촉 지지하는 지지턱이 형성된 측벽부재를 공장에서 미리 제작하여 현장에서 조립함으로써, 조립작업성이 향상되며, 공사 기간을 단축할 수 있다.Thus, by fabricating in advance in the factory by manufacturing a side wall member having a top plate member, a bottom plate member, a flange portion extending in the horizontal direction in the bottom region, and a supporting jaw for supporting both ends of the top plate member in advance, The assembly workability is improved and the construction period can be shortened.
전술 및 실시 예에서는 좌측 및 우측 암거유니트만을 갖는 것에 대하여 설명하였지만, 죄측 및 우측 암거유니트 사이에 좌우측면에 상단부재 및 저판부재를 접촉 결합할 수 있는 지지턱과 플랜지부가 형성된 중간암거유니트를 더 설치할 수 있음은 물론이다.Although the above and embodiments have described only having left and right culvert units, an intermediate culvert unit having a supporting jaw and a flange portion for contact coupling of the upper member and the bottom plate member to the left and right sides between the sin side and the right culvert unit is further installed. Of course it can.
이상에서 설명한 바와 같이, 본 발명에 따르면, 조립작업성이 향상되며, 공사 기간을 단축함으로써 공사비용을 절감할 수 있는 다련 암거설비가 제공된다.As described above, according to the present invention, assembling workability is improved, and a multiple culvert facility is provided that can reduce construction cost by shortening construction period.
Claims (4)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1019990010708A KR100297822B1 (en) | 1999-03-27 | 1999-03-27 | Precasted cuvert |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1019990010708A KR100297822B1 (en) | 1999-03-27 | 1999-03-27 | Precasted cuvert |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| KR20000061580A KR20000061580A (en) | 2000-10-25 |
| KR100297822B1 true KR100297822B1 (en) | 2001-10-29 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR1019990010708A KR100297822B1 (en) | 1999-03-27 | 1999-03-27 | Precasted cuvert |
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| Country | Link |
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| KR (1) | KR100297822B1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101254022B1 (en) | 2012-11-13 | 2013-04-23 | 선진기업(주) | Multifunctional culverts the method of construction |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100665811B1 (en) * | 2005-05-10 | 2007-01-09 | 허영웅 | Device for connecting precast concrete structures |
-
1999
- 1999-03-27 KR KR1019990010708A patent/KR100297822B1/en not_active IP Right Cessation
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101254022B1 (en) | 2012-11-13 | 2013-04-23 | 선진기업(주) | Multifunctional culverts the method of construction |
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| KR20000061580A (en) | 2000-10-25 |
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