KR20100104465A - Mountains duct - Google Patents

Mountains duct Download PDF

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Publication number
KR20100104465A
KR20100104465A KR1020090022895A KR20090022895A KR20100104465A KR 20100104465 A KR20100104465 A KR 20100104465A KR 1020090022895 A KR1020090022895 A KR 1020090022895A KR 20090022895 A KR20090022895 A KR 20090022895A KR 20100104465 A KR20100104465 A KR 20100104465A
Authority
KR
South Korea
Prior art keywords
pipeline
forest
water
present
pressure
Prior art date
Application number
KR1020090022895A
Other languages
Korean (ko)
Inventor
신형범
Original Assignee
신형범
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 신형범 filed Critical 신형범
Priority to KR1020090022895A priority Critical patent/KR20100104465A/en
Publication of KR20100104465A publication Critical patent/KR20100104465A/en

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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/06Foundation trenches ditches or narrow shafts
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D19/00Keeping dry foundation sites or other areas in the ground
    • E02D19/22Lining sumps in trenches or other foundation pits
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/34Foundations for sinking or earthquake territories
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/46Foundations for supply conduits or other canals
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00Geometrical or physical properties
    • E02D2200/16Shapes

Abstract

The present invention relates to a forest pipeline, and more particularly, to a forest pipeline designed to avoid the water pressure or earth pressure flowing from the top to improve the stability by making the forest pipeline in a triangular form.

In general, the square pipe has the possibility of collapse due to the huge hydraulic pressure and earth pressure coming down from the mountaintop when sudden heavy rain occurs, but the pipeline according to the present invention is made in the form of a triangle, so that water or earth It is characteristic that it is designed to go through the pipeline naturally.

Description

Forest duct}

The present invention relates to a forest pipeline, and more particularly, to a forest pipeline designed to avoid the water pressure or earth pressure flowing from the top by making the forest pipeline in a triangular shape and improve the stability.

In general, pipelines such as electricity and communication have a rectangular shape. However, the rectangular pipeline in the forest area may be collapsed when the heavy pressure from the top of the mountain presses on one side of the pipeline during heavy rains, which may cause a large accident. . Accordingly, in the case of a triangular pipe such as the present invention, it is a forest pipe designed to allow the pressure of water coming down from the top to naturally flow through the pipe.

The present invention is a triangular forest pipeline, which aims to allow the massive water pressure flowing from the top of a mountain to flow naturally through the pipeline.

According to the present invention, when a large amount of water flows down from the top of a mountain due to extreme weather such as a heavy rain, the existing rectangular pipe may be subject to a lot of pressure on the surface facing the top, which may cause the pipe to collapse. The triangular pipeline is designed to allow the water flowing down from the top to flow over the pipeline naturally.

Forest development is essential in Korea, where more than 70% of the land is mountainous. In addition, the development of forests is changing from the previous industrial development to construction by various forms of construction such as various buildings and roads. As a result, many underground constructions such as various water and sewage pipelines and telecommunication pipelines are required. However, the existing rectangular pipeline may cause heavy rains, and if the water pressure from the top of the mountain peaks on one side of the buried pipeline, the pipeline may collapse, causing secondary landslides such as landslides and the collapse of underlying structures.

Therefore, the triangular pipeline like the present invention is buried according to the angle of the mountain slope, so that heavy rains occur and even if a large amount of water descends into the ground, the forest is designed to prevent any accidents. It is a dragon pipeline.

The present invention will now be described in detail with reference to the accompanying drawings.

FIG. 2 is an example of a conventional rectangular pipeline 8, wherein water entering the ground under heavy rainfall is blocked at the surface 7 of the square pipeline 8, and water starts to accumulate from the square pipeline 8; When the water pressure becomes stronger, as shown in FIG. However, in the case of the triangular conduit 1 as in the present invention, the water flowed down from the top as shown in Figure 3 passes through the end of the triangular conduit (1) without any resistance naturally flows through the surface of (5). In the case of the triangular pipe (1), the angle between the sides of (2) (3) (4), as shown in Fig. 1, is between 100 ° and 110 ° between (2) and (3) and between (3) and (4). What is necessary is just to keep 50 degrees-60 degrees, and 20 degrees-30 degrees between (2) and (4).

1 is a block diagram of a triangular pipe

2 is an installation example of a square pipe

Figure 3 is an installation example of the inclined pipe

Figure 4 is an example of collapse due to the heavy rain when installing the square pipe

Claims (1)

Versatile forest pipeline with triangular shape
KR1020090022895A 2009-03-18 2009-03-18 Mountains duct KR20100104465A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020090022895A KR20100104465A (en) 2009-03-18 2009-03-18 Mountains duct

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020090022895A KR20100104465A (en) 2009-03-18 2009-03-18 Mountains duct

Publications (1)

Publication Number Publication Date
KR20100104465A true KR20100104465A (en) 2010-09-29

Family

ID=43008709

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020090022895A KR20100104465A (en) 2009-03-18 2009-03-18 Mountains duct

Country Status (1)

Country Link
KR (1) KR20100104465A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20140190656A1 (en) * 2013-01-07 2014-07-10 Carrier Corporation Energy recovery ventilator
CN110994522A (en) * 2019-12-30 2020-04-10 海南电网有限责任公司 Cable protection device
CN111236299A (en) * 2020-01-14 2020-06-05 江苏金树建设有限公司 Municipal road pipeline reinforcement protection system and construction method thereof

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20140190656A1 (en) * 2013-01-07 2014-07-10 Carrier Corporation Energy recovery ventilator
US10041743B2 (en) * 2013-01-07 2018-08-07 Carrier Corporation Energy recovery ventilator
US10852071B2 (en) 2013-01-07 2020-12-01 Carrier Corporation Method of operating an energy recovery system
CN110994522A (en) * 2019-12-30 2020-04-10 海南电网有限责任公司 Cable protection device
CN110994522B (en) * 2019-12-30 2021-10-26 海南电网有限责任公司 Cable protection device
CN111236299A (en) * 2020-01-14 2020-06-05 江苏金树建设有限公司 Municipal road pipeline reinforcement protection system and construction method thereof
CN111236299B (en) * 2020-01-14 2020-11-27 江苏金树建设有限公司 Municipal road pipeline reinforcement protection system and construction method thereof

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E902 Notification of reason for refusal
E601 Decision to refuse application
E601 Decision to refuse application