KR20100104465A - Mountains duct - Google Patents
Mountains duct Download PDFInfo
- 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
Links
Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/06—Foundation trenches ditches or narrow shafts
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D19/00—Keeping dry foundation sites or other areas in the ground
- E02D19/22—Lining sumps in trenches or other foundation pits
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/34—Foundations for sinking or earthquake territories
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/46—Foundations for supply conduits or other canals
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/16—Shapes
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
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
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)
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)
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 |
-
2009
- 2009-03-18 KR KR1020090022895A patent/KR20100104465A/en not_active Application Discontinuation
Cited By (7)
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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Legal Events
Date | Code | Title | Description |
---|---|---|---|
A201 | Request for examination | ||
E902 | Notification of reason for refusal | ||
E601 | Decision to refuse application | ||
E601 | Decision to refuse application |