KR200174885Y1 - Elastic control waterway pipe - Google Patents

Elastic control waterway pipe Download PDF

Info

Publication number
KR200174885Y1
KR200174885Y1 KR2019990021016U KR19990021016U KR200174885Y1 KR 200174885 Y1 KR200174885 Y1 KR 200174885Y1 KR 2019990021016 U KR2019990021016 U KR 2019990021016U KR 19990021016 U KR19990021016 U KR 19990021016U KR 200174885 Y1 KR200174885 Y1 KR 200174885Y1
Authority
KR
South Korea
Prior art keywords
water pipe
expansion
present
contraction
broken
Prior art date
Application number
KR2019990021016U
Other languages
Korean (ko)
Inventor
전안수
Original Assignee
전안수
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 전안수 filed Critical 전안수
Priority to KR2019990021016U priority Critical patent/KR200174885Y1/en
Application granted granted Critical
Publication of KR200174885Y1 publication Critical patent/KR200174885Y1/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B13/00Irrigation ditches, i.e. gravity flow, open channel water distribution systems
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B5/00Artificial water canals, e.g. irrigation canals

Abstract

본 고안은 신축조절용 수로관에 관한 것으로, 양단에 서로 중첩되는 이음부(20A)(20B)와 볼트 체결공(30A)(30B)을 구비한 합성수지재 수로관(10)의 일부에 길이방향으로 신축을 위한 신축주름부(40)를 구비하여서 된 것이다.The present invention relates to a stretch control channel, the expansion and contraction in the longitudinal direction to a portion of the synthetic resin material channel 10 having a joint portion 20A (20B) and bolt fastening holes (30A, 30B) overlapping each other at both ends. It is intended to have a stretchable wrinkle portion 40 for.

본고안 수로관(10)은 신축주름부(40)를 구비하므로서 기후 변동시 종래 수로관(50)의 신축오차를 신축주름부(40)가 신축되면서 신축오차를 완충시켜 종래 수로관(50)의 이음부(20A)(20B)가 파손 또는 절손되는 것을 방지하고, 연결된 수로관이 아치형으로 융기되거나 사형으로 구부러지는 것을 방지할 수 있고, 수량이 많은 여름철 수로관이 절손되거나 융기된 경우 틈으로 물이 스며들면서 쇄굴되어 수로관 설비가 함몰되는 등의 문제점을 방지하는 효과가 있다.The waterway tube 10 of the present invention is provided with a corrugated portion 40, the expansion and contraction of the conventional water pipe 50 in the case of climate fluctuations, while the expansion wrinkle portion 40 is stretched to buffer the expansion error, the joint portion of the conventional water pipe 50 20A, 20B can be prevented from being damaged or broken, and the connected water pipe can be prevented from being arched or bent into a sand shape, and if a large amount of summer water pipe is broken or raised, water bleeds into the gaps. Therefore, there is an effect of preventing problems such as recessed water pipe equipment.

Description

신축조절용 수로관{Elastic control waterway pipe}Elastic control waterway pipe

본 고안은 신축조절용 수로관에 관한 것으로, 특히, 합성수지재 수로관을 연결하여 되는 수로에 있어서 시설후 기후변동에 따른 수로관의 길이 변동에 따라 발생하는 수로관 이음부의 파손, 절손 또는 수로의 뒤틀림, 융기, 함몰 등의 문제점을 방지하는데 그 목적이 있다.The present invention relates to a water pipe for expansion control, in particular, in the waterway that is connected to the synthetic resin waterway pipe, the breakage, loss or distortion of the waterway pipe joint caused by the fluctuation of the length of the waterway pipe due to the climate change after installation The purpose is to prevent such problems.

종래에 농수로, 배수로 등을 시공하는 수로관은 내구성, 성형성 등이 양호하고 취급, 관리, 시공성을 고려하여 합성수지재로 성형된 것을 사용하고 있다.Conventionally, a water pipe for constructing a condensate, a drainage, or the like has good durability, formability, and the like, and is formed of a synthetic resin material in consideration of handling, management, and workability.

이와같은 합성수지재 수로관은 기후변동시(겨울철과 여름철) m당 약 ±10mm 이상의 신축오차를 보이고 있는데, 이에대한 보정수단이 없었기 때문에 수로시공후 겨울철에는 수축되면서 수로관의 이음부가 벌어져 수로가 절단되거나, 나사로 체결된 이음부 구조가 파손되는 문제점이 있고, 여름철에는 수로관이 아치형으로 들뜨거나사형으로 구부러지는 문제점이 있었다.Such synthetic resin water pipes are about ± 10 mm per meter of climate change (winter and summer). Although there is no correction means for this, there is a problem that the joint part of the waterway pipe is opened and the waterway is cut or the joint structure of the screw is broken in the winter after the waterway construction, and the waterway pipe is arched in the summer. There was a problem of lifting or bending to death.

상기와 같이 이음부가 절단되거나, 수로관이 유동되어 틈이 생기면 그 틈에 물이 스며들면서 쇄굴현상이 생겨 수로관이 함몰하는 등의 많은 문제점이 발생하였다.As described above, when the joint is cut or the channel is flowed to create a gap, water penetrates into the gap, causing crushing phenomenon, causing the channel to sink.

본 고안에서는 상기와 같은 문제점을 해결하기 위하여 합성수지재 수로관의 일부에 신축을 위한 신축주름부를 구비하여 기후변동에 따른 신축오차를 보정할 수 있게 함으로써 종래 수로의 문제점을 해결하였다.In order to solve the above problems, the present invention solves the problems of the conventional waterway by providing a portion of the synthetic resin material pipe for expansion and contraction for expansion and contraction due to climate change.

도 1 은 본 고안의 예시사시도1 is an exemplary perspective view of the present invention

도 2 는 본 고안의 다른실시 예시도2 is another embodiment of the present invention

도 3 은 본 고안의 또다른 실시 예시도Figure 3 is another embodiment of the present invention

도 4 는 본 고안에 따른 사용상태 예시도4 is an exemplary state of use according to the present invention

※ 도면의 주요부분에 대한 부호설명※ Explanation of Codes on Major Parts of Drawings

40 : 신축주름부40: elastic wrinkles

이상과 같은 본 고안을 첨부도면에 의하여 그 구성을 상세히 설명하면 다음과 같다.Referring to the configuration of the present invention as described above in detail as follows.

양단에 서로 중첩되는 이음부(20A)(20B)와 볼트 체결공(30A)(30B)을 구비한 합성수지재 수로관(10)의 일부에 길이방향으로 신축을 위한 신축주름부(40)를 구비하여서 된 것이다.A part of the synthetic resin material channel 10 having the joint parts 20A, 20B and bolt fastening holes 30A, 30B overlapping each other is provided with an elastic wrinkle part 40 for stretching in the longitudinal direction. It is.

본 고안의 실시에 있어서 신축주름부(40)는 도 1 의 예시와 같이 수로관(10)의 중간부에 실시하거나, 도 2 의 예시와 같이 수로관(10)의 일측에 실시하거나, 도 3 의 예시와 같이 수로관(10) 전체에 실시 할 수 있다.In the practice of the present invention, the expansion and contraction portion 40 is carried out in the middle portion of the water pipe 10 as shown in FIG. 1, or carried out on one side of the water pipe 10 as shown in FIG. As can be carried out in the entire water pipe (10).

이상과 같이 구성된 본 고안의 수로관(10) 사용은 도 4 의 예시와 같이 수로시공시 소수의 종래 수로관(50) 사이마다 한개 또는 그 이상으로 연결하여 수로관 전체의 신축오차를 신축주름부(40)가 완충, 보정하여 주도록 연결 설치한다.The use of the water pipe 10 of the present invention configured as described above is connected to one or more between a few conventional water pipes 50 during water construction as shown in FIG. Connect it so that it is fully buffered and corrected.

상기와 같이 사용되는 본고안의 수로관(10)은 신축주름부(40)를 구비하므로서 기후 변동시 종래 수로관(50)의 신축오차를 신축주름부(40)가 신축되면서 신축오차를 완충시켜 종래 수로관(50)의 이음부(20A)(20B)가 파손 또는 절손되는 것을 방지하고, 연결된 수로관이 아치형으로 융기되거나 사형으로 구부러지는 것을 방지할 수 있고, 수량이 많은 여름철 수로관이 절손되거나 융기된 경우 틈으로 물이 스며들면서 쇄굴되어 수로관 설비가 함몰되는 등의 문제점을 방지하는 효과가 있다.The waterway tube 10 of the present disclosure used as described above has a stretchable wrinkle portion 40 so that the stretching error of the conventional waterway tube 50 in the case of a climate change, while the stretchable portion 40 stretches and buffers the stretching error, the conventional waterway tube ( It is possible to prevent the joints 20A and 20B of 50) from being damaged or broken, and to prevent the connected water pipes from being raised or bent into an arch shape, and into a gap when a large amount of summer water pipes are broken or raised. There is an effect of preventing problems such as crushed while the water is soaked in the sinking of the water pipe.

Claims (1)

양단에 서로 중첩되는 이음부(20A)(20B)와 체결을 위한 볼트 체결공(30A)(30B)가 구비된 합성수지재 수로관(10)에 길이방향으로 신축을 위한 신축주름부(40)를 구비하여서 된 것을 특징으로 하는 신축조절용 수로관.It is provided with a stretchable wrinkle portion 40 for stretching in the longitudinal direction in the synthetic resin material water pipe 10 is provided with joints 20A, 20B on both ends and bolt fastening holes 30A, 30B for fastening. Stretching canal tube characterized in that made.
KR2019990021016U 1999-09-30 1999-09-30 Elastic control waterway pipe KR200174885Y1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR2019990021016U KR200174885Y1 (en) 1999-09-30 1999-09-30 Elastic control waterway pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR2019990021016U KR200174885Y1 (en) 1999-09-30 1999-09-30 Elastic control waterway pipe

Publications (1)

Publication Number Publication Date
KR200174885Y1 true KR200174885Y1 (en) 2000-03-15

Family

ID=19590591

Family Applications (1)

Application Number Title Priority Date Filing Date
KR2019990021016U KR200174885Y1 (en) 1999-09-30 1999-09-30 Elastic control waterway pipe

Country Status (1)

Country Link
KR (1) KR200174885Y1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20200104146A (en) * 2019-02-26 2020-09-03 (주) 주안기업 Transducer tube
CN115874579A (en) * 2022-12-15 2023-03-31 宿迁市宿城区水利工程建设服务中心 Diversion river structure and construction method thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20200104146A (en) * 2019-02-26 2020-09-03 (주) 주안기업 Transducer tube
KR102174714B1 (en) * 2019-02-26 2020-11-05 (주) 주안기업 Transducer tube
CN115874579A (en) * 2022-12-15 2023-03-31 宿迁市宿城区水利工程建设服务中心 Diversion river structure and construction method thereof
CN115874579B (en) * 2022-12-15 2023-09-26 宿迁市宿城区水利工程建设服务中心 Diversion river structure and construction method thereof

Similar Documents

Publication Publication Date Title
US4648739A (en) Load transfer cell assembly for concrete pavement transverse joints
US3643388A (en) Flexible expansion joint for structures
KR200174885Y1 (en) Elastic control waterway pipe
KR200438684Y1 (en) Flexible connecting device for bridge
KR101062223B1 (en) Expansion joint apparatus for bridge
KR100412778B1 (en) Expansion joint for connecting slabs of a bridge structure
JP2018003276A (en) Water-conveyance structure and construction method for the same
KR101467920B1 (en) An expanison joint for bridge having expanded structure gutter
CN209307955U (en) A kind of copper sheet waterstop with splice welding
KR100986717B1 (en) Connection cap structure of Expansion joint for Bridge
KR101216310B1 (en) Expansion joint structure for road construction
KR100782764B1 (en) Expansion joint apparatus for bridge structure
KR20160077877A (en) Expansion joint for bridge having cross or orthogonal direction connect structure
KR101032722B1 (en) Expansion Joint of Concrete Structures
CN219100141U (en) Copper sheet type water stopping structure for ditch filling
KR0119453Y1 (en) A rubber frane work for subway centraldrainage
CN214999978U (en) Plastic steel winding drain pipe connecting mechanism with reinforcing rib structure
CN214783361U (en) Culvert body waterproof construction of culvert
KR200361772Y1 (en) Sealing joint for slabs of bridge
DE3866345D1 (en) SEALING TAPE.
KR100493447B1 (en) Expansion joint for a bridge
CN200996135Y (en) Barrier bars with reinforcing ribs
JP3158824U (en) Tightening plate for adjusting the opening in the curved part of the propulsion pipe
KR200254667Y1 (en) A waterwat brdige using a fiberglass rainforced plastics
CN207376841U (en) Build dilatation joint waterproof structure

Legal Events

Date Code Title Description
REGI Registration of establishment
FPAY Annual fee payment

Payment date: 20040106

Year of fee payment: 5

LAPS Lapse due to unpaid annual fee