KR970001825Y1 - Lower support material for open channel - Google Patents

Lower support material for open channel Download PDF

Info

Publication number
KR970001825Y1
KR970001825Y1 KR2019930028727U KR930028727U KR970001825Y1 KR 970001825 Y1 KR970001825 Y1 KR 970001825Y1 KR 2019930028727 U KR2019930028727 U KR 2019930028727U KR 930028727 U KR930028727 U KR 930028727U KR 970001825 Y1 KR970001825 Y1 KR 970001825Y1
Authority
KR
South Korea
Prior art keywords
drainage
prevention device
drain
lower support
support material
Prior art date
Application number
KR2019930028727U
Other languages
Korean (ko)
Other versions
KR950019011U (en
Inventor
이근희
Original Assignee
이근희
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 이근희 filed Critical 이근희
Priority to KR2019930028727U priority Critical patent/KR970001825Y1/en
Publication of KR950019011U publication Critical patent/KR950019011U/en
Application granted granted Critical
Publication of KR970001825Y1 publication Critical patent/KR970001825Y1/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B5/00Artificial water canals, e.g. irrigation canals
    • E02B5/02Making or lining canals

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Sewage (AREA)
  • Road Paving Structures (AREA)

Abstract

내용 없음.No content.

Description

조립식 배수구의 부상방지장치Injury prevention device of prefabricated drain

제1도는 본 고안에 의한 조립식 배수구와 그 부상방지장치 및 피스보울트의 분해도.Figure 1 is an exploded view of the prefabricated drain hole and its injury prevention device and the piece bolt according to the present invention.

제2도는 고정부의 종리브의 일부횡단면 확대도.2 is a partially enlarged cross-sectional view of the longitudinal rib of the fixing part.

제3도는 본고안의 종단 측면도.3 is a longitudinal side view of the present article.

제4도는 본 고안을 이용한 조립식 배수구의 시공단면예시도.4 is a cross-sectional view illustrating the construction of the prefabricated drain hole using the present invention.

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

1 : 부상방지장치 2 : 리브1: injury prevention device 2: rib

3 : 고정부 4 : 종리브3: fixing part 4: longitudinal rib

5 : 횡리브 6 : 체결홈5: Lateral rib 6: Tightening groove

본 고안은 도로가, 비탈면 배수로 등에 시공하여 빗물이나 눈이 녹아내린 물이 안전하게 흘러내리게 안내하는 배수구가 토압이나 지하수 등의 부상압력으로 인하여 지면에서 떠오르는 것을 방지하기 위한 조립식 배수구의 부상방지장치에 관한 것이다.The present invention relates to an injury prevention device of a prefabricated drainage port for preventing the road from floating on the ground due to the floating pressure such as earth pressure or groundwater. will be.

실용신안등록 제50472호, 57048호, 61478호의 조립식 배수구는 합성수지제로서 시공성, 공가단축, 경제성면 등에서 획기적인 것으로 평가되고 있으나, 가볍기 때문에 시공후 배수구 주변 지하로 많은 빗물이 스며들어 수위가 높아지면 떠오르는 경향이 있다.The prefabricated drains of Utility Model Registration Nos. 50472, 57048 and 61478 are synthetic resins and are considered to be groundbreaking in terms of workability, shortened construction cost and economical performance. There is a tendency.

그래서 이 배수구를 길가나 비탈면 등의 배수로용으로 시공할 때에는 시공바닥면의 높아진 지하수로 인해서도 떠오르지 않도록 못이나 철근고정핀을 지면에 박아 배수구를 고정시켜 왔다.Therefore, when constructing drains for roadsides and slopes, nails or reinforcing pins have been fixed to the ground so that they do not float due to elevated groundwater on the floor.

그러나, 철근 고정핀만으로는 그 부력을 감당하기엔 역부족이라서 시공후 폭우가 쏟아지는 경우에는 배수구가 부상되어 엉망이 되고, 또 배수로의 바닥이 암층이거나 콘크리트 바닥인 경우에는 억지로 철근 고정핀을 때려박다가 자칫 실수로 배수구롤 내리쳐 파손시키도 하고, 경우에 따라서는 때려박는 것조차도 여의치 않을 때가 있다.However, it is not enough to handle the buoyancy by the rebar fixing pin alone, so if the heavy rain pours after construction, the drain hole is injured and messed up. In some cases, it may not be possible to smash it with a drain, or even hit it.

본 고안은 이점에 착안하여 배수로 밑에 잔뜩 물이 괴어 부력을 받더라도 능히 버텨내 배수구를 안정시키고, 또한 배수구와의 체결도 수월하고 또한 배수구의 기능향상을 가져올 수 있는 조립식 배수구의 부상방지장치를 제공하기 위해 제안하는 것이다.The present invention focuses on the advantages to provide a preservation device for the prefabricated drainage which can stabilize the drainage even if it is buoyant due to a lot of water beneath the drainage, and also facilitate the fastening with the drainage and bring about an improvement in the function of the drainage. I would suggest.

상기 부상방지장치는 배수구의 저면에 대고 피스보울트로 간단히 체결한 다음에 배수구의 주면과 터파기한 배수구자리와의 사이에 남는 공간에 토사를 채우면 그 토사에 파묻힌 부상방지판이 발휘하는 저항력에 의하여 배수구가 뜨는 것을 방지하게 되어있다.The injury prevention device is simply fastened with a piece bowl against the bottom of the drain, and then filled with the earth and sand remaining between the main surface of the drain and the drain hole, the drain hole is prevented by the resistance of the injury prevention plate buried in the soil. It is supposed to prevent floating.

이하, 바람직한 실시예에 의거 작성한 첨부도면에 따라 더욱 구체적으로 본 고안을 설명한다.Hereinafter, the present invention will be described in more detail according to the accompanying drawings made in accordance with the preferred embodiment.

부상방지장치(1)는 합성수지제로서 양산성과 경량화 및 경제성을 높이고, 위에서 내려다보면 정방형, 장방형, 원형, 타원형, 다각형 등 다양하게 형성할 수 있으며, 이 실시예의 도면은 장방형의 경우를 나타낸 것이다.The anti-floating device (1) is made of synthetic resin to increase the mass production, light weight and economical efficiency, and when viewed from above, it can be formed in various ways such as square, rectangle, circle, oval, polygon, the figure of this embodiment shows the case of the rectangle.

부상방지장치(1)의 상면에는 모든 가장자리를 포함하여 격자형의 리브(2)를 세워 강도를 높인 반면에 저면은 매끈하게 한다.The upper surface of the anti-floating device (1), including all the edges of the grid-like ribs (2) to raise the strength while the bottom is smooth.

이 부상방지장치(1)의 상면 복판에는 배수구(7)의 종리브(4)는 좁게 횡리브(5)는 종리브(4)의 보다도 넓은 간격으로 배치하여 이들 사이에 좁고 길쭉한 체결홈(6)을 남긴 배수구 고정부(3)가 형성되어 있다.In the upper surface of the anti-floating device 1, the longitudinal ribs 4 of the drain holes 7 are narrower, and the horizontal ribs 5 are arranged at a wider interval than the longitudinal ribs 4, so that narrow and elongated fastening grooves 6 are formed therebetween. The drainage fixing part 3 left behind is formed.

그리고, 상기 종리브(4)는 상단의 단면이 첨부를 이루게 하여 위에서 피스보울트(9)를 체결할 때 피스보울트(9)가 체결홈(6)으로 비집고 들어가기 쉽게 한다.And, the longitudinal rib (4) makes the cross section of the upper end to make the attachment to the piece bolt (9) is easy to grab into the fastening groove (6) when fastening the piece bolt (9).

이와 같이 구성된 본 고안은, 제4도에 나타난 바와 같이, 배수구(7)를 안치하려고 터파기한 자리의 바닥에 부상방지장치(1)를 놓고 위치를 바로 잡은 다음에 체결공(8)이 고정부(3)의 영역내에 들도록 대략적으로 배수구(7)를 올려놓고, 체결공(8)을 통해서 피스보울트(9)를 내리꽂아 틀면 그 피스보울트(9)는 곧바로 체결공(8)와 대략 중심이 맞는 어느 체결홈(6)엔가 들어가 박힌다.According to the present invention configured as described above, as shown in FIG. 4, the fastening hole 8 is fixed after the position of the injury prevention device 1 is placed on the bottom of the slit to settle the drain hole 7. When the drain hole 7 is placed in the area of (3), and the piece bolt 9 is lowered through the fastening hole 8, the piece bolt 9 is approximately centered with the fastening hole 8 immediately. Any fastening groove (6) that fits is inserted and embedded.

배수구(7)을 고정시킨 후에 본래 터파기한 자리와 배수구(7)의 외면 사이에 남는 빈자리에 토사(10)를 되메우기한다.After fixing the drain opening 7, the earth and sand 10 is backfilled in the empty space remaining between the original trench and the outer surface of the drain opening 7.

이렇게해서 되메운 토사(10)는 부상방지장치(1)에 대하여 지중저항체로서 작용하게 되고 동시에 부상방지장치(1)는 배수구(7)에 대하여 지중앵커판으로서의 기능을 유감없이 발휘하게 된다.In this way, the backfilled soil 10 acts as a ground resistor on the flotation prevention device 1, and at the same time, the flotation prevention device 1 exerts its function as a ground anchor plate with respect to the drain hole 7.

바로 이같은 부상방지판(1)의 역활때문에 설사 배수구(7)주변과 밑으로 많으나 적으나 우수가 스며들어 고이더라도 배수구(7)가 떠오르는 일이 없고, 따라서 일단 시공한 배수로는 오래도록 온전한 상태로 보전될 수 있는 것이다.Due to this role of the injury prevention plate (1), even if there is a lot of diarrhea around the drain (7) and below, but even if the rainwater is soaked, the drain (7) does not rise, so once the construction drainage is maintained intact for a long time It can be.

Claims (1)

상면 둘레와 안쪽에 리브(2)를 형성하여 보강한 부상방지장치(1)의 상면 복판에 간격이 좁은 다수의 종리브(4)와 이보다 간격이 넓은 다수의 횡리브(5)를 직각으로 교차하게 배치하여 피스보울트용 체결홈(6)을 이루게 한 고정부(3)를 형성하고, 시공현장에서 배수로에 놓고서 배수구를 얹어 고정하므로서 지중수압이나 토압으로 인한 배수구의 부상압력에 대한 안정성을 높일 수 있게 한 것을 특징으로 하는 조립식 배수구의 부상방지장치.In order to intersect a plurality of narrow longitudinal ribs 4 and a plurality of wider horizontal ribs 5 at right angles on the upper surface of the upper surface of the flotation prevention device 1, which is formed by reinforcing ribs 2 around the upper surface. Forming the fixing portion (3) to form the fastening groove (6) for the piece bolt, and placed in the drainage at the construction site and fixed by mounting the drainage to increase the stability against the floating pressure of the drainage due to underground or earth pressure Injury prevention device of prefabricated drainage, characterized in that one.
KR2019930028727U 1993-12-27 1993-12-27 Lower support material for open channel KR970001825Y1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR2019930028727U KR970001825Y1 (en) 1993-12-27 1993-12-27 Lower support material for open channel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR2019930028727U KR970001825Y1 (en) 1993-12-27 1993-12-27 Lower support material for open channel

Publications (2)

Publication Number Publication Date
KR950019011U KR950019011U (en) 1995-07-24
KR970001825Y1 true KR970001825Y1 (en) 1997-03-17

Family

ID=19371854

Family Applications (1)

Application Number Title Priority Date Filing Date
KR2019930028727U KR970001825Y1 (en) 1993-12-27 1993-12-27 Lower support material for open channel

Country Status (1)

Country Link
KR (1) KR970001825Y1 (en)

Also Published As

Publication number Publication date
KR950019011U (en) 1995-07-24

Similar Documents

Publication Publication Date Title
US5035095A (en) Basement wall structure to prevent water leakage
US6394700B1 (en) Highway underdrain plastic apron endwall with anti-floatation wings
KR970001825Y1 (en) Lower support material for open channel
CA2179701C (en) Anti-frost concrete mould
KR20170041412A (en) A block tranch and construction method for water permeable sidewalk-block pavement using thereof
KR20080001610U (en) Parts for drainageway
KR101913602B1 (en) Permeable block
KR100487838B1 (en) Prefabricated retaining wall and it's construction method
GB2314860A (en) Post support
KR0119966Y1 (en) Road boundary block
KR200164593Y1 (en) Road boundary stone
KR200299545Y1 (en) Mounting structure of concrete reinforcement block of reinforcement soil section for road
KR100566668B1 (en) Reinforcement structure for slope of road canal
KR101050541B1 (en) Drainage induction device for preventing soil outflow by running water
KR930002500Y1 (en) Sewer pipe
KR101606424B1 (en) Gutter structure and construction method for pavement
JPH0136990Y2 (en)
KR960003147Y1 (en) Lattice block for securing of slopes
KR100259616B1 (en) The prop
KR200205758Y1 (en) The prop for barricade
JPS6325141B2 (en)
KR200163564Y1 (en) Manhole
JP2001115508A (en) Water storage block and rainwater storage structure making use thereof
KR200258945Y1 (en) Bellows cover structure of drainwater way
KR200172297Y1 (en) Drainage system for a bridge

Legal Events

Date Code Title Description
A201 Request for examination
E701 Decision to grant or registration of patent right
REGI Registration of establishment
LAPS Lapse due to unpaid annual fee