KR20140004867A - A holding tank structure to apply to a drainageway - Google Patents
A holding tank structure to apply to a drainageway Download PDFInfo
- Publication number
- KR20140004867A KR20140004867A KR1020120072101A KR20120072101A KR20140004867A KR 20140004867 A KR20140004867 A KR 20140004867A KR 1020120072101 A KR1020120072101 A KR 1020120072101A KR 20120072101 A KR20120072101 A KR 20120072101A KR 20140004867 A KR20140004867 A KR 20140004867A
- Authority
- KR
- South Korea
- Prior art keywords
- sump
- water
- sediment
- drainage
- slope
- Prior art date
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Classifications
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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
- E02D29/05—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 at least part of the cross-section being constructed in an open excavation or from the ground surface, e.g. assembled in a trench
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
- E03F5/101—Dedicated additional structures, interposed or parallel to the sewer system
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
- E03F5/105—Accessories, e.g. flow regulators or cleaning devices
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/14—Devices for separating liquid or solid substances from sewage, e.g. sand or sludge traps, rakes or grates
Abstract
The present invention relates to a water collecting well installed at the end of a drainage slope of a mountain slope or cut surface, and more particularly, the amount of water due to rainy or heavy rain increases, and sediments such as soil, gravel, and rock around the drainage flow into the collecting well. When sediment flows with a large amount of water, the sediment is separated into the bulkhead formed inside the sump to allow sediment to accumulate, and the water and small grains fall out of the bulkhead and discharge into the drain pipe. It is related with the sump structure which is not blocked by sediment.
Description
The present invention relates to a water collecting well installed at the end of a drainage slope of a mountain slope or cut surface, and more particularly, the amount of water due to rainy or heavy rain increases, and sediments such as soil, gravel, and rock around the drainage flow into the collecting well. When sediment flows with a large amount of water, the sediment is separated into the bulkhead formed inside the sump to allow sediment to accumulate, and the water and small grains fall out of the bulkhead and discharge into the drain pipe. It is related with the sump structure which is not blocked by sediment.
In general, Korea has a mountainous topographical feature, and roads with large cuts and embankments are being constructed, and roads constructed in such sloped areas are designed to prevent sliding from falling rocks, soils, and miscellaneous goods. Various facilities are being installed.
Mountain ridge sidewalls installed at the top of the slope of the slope surface having such topographical features, "V" sideways installed at the bottom of the slope of the road stacking part, "U" sideways installed in the city road sections, manholes, water wells, river retaining walls, etc. The ground where adjacent drainage facilities are located is characterized by the presence of a relatively large amount of water, the high mobility of the property, and the frequent occurrence of slip such as soils on slopes.
Therefore, in the rainy season or heavy rains, drainage and catchment wells are installed at locations where dirt, such as deciduous leaves, soil sludge, and landslides may occur due to weak soils. Various developments have been made, and various conventional configurations have been proposed, in particular, to easily remove deposits or foreign matters in the sump.
First of all, the domestic registered utility model publication No. 20-0405382 shows that the structure of the catchment well adopted in the slope and the like, and the trapping net in the catchment, as shown in FIG. It effectively filters out various foreign substances such as rainwater, and drains smoothly through the drain when the drainage flow due to large amount of rainwater due to climate change such as heavy rain or inflow of groundwater and large amount of foreign matter filled in the strainer is not desired. As a configuration to have, in the structure of the
In addition, Korean Laid-Open Patent Publication No. 10-2010-0039177 is for the easy cleaning of the earth and sand accumulated in the sedimentation tank formed by connecting to the drain pipe for inducing rain water flowing down during rain on the slope as shown in FIG. In more detail, in order to easily clean the gravel or earth and sand accumulated by flowing down by rainwater, the
However, looking at the above-mentioned sump well and conventional general sump structure, it is easy to remove the sediment in case the drainage is not made because the sump or the drainage is clogged due to the accumulation of sediment and foreign substances mixed in a large amount of rainwater. If the inside of the sump is clogged, there is a configuration in which the drainage bypass is made to the upper side for a smooth flow of rain. In particular, when the sediment and foreign substances are left in the sump, the probability of clogging up to the drainage of the tributary is high. These conventional constructions cause the sump or the drainage to be blocked. And overflowing the sump It was to generate a vicious circle that destroys seolmul and road.
Therefore, the present invention solves the above-mentioned disadvantages, the amount of water due to the rainy season or heavy rain to increase the sediment, such as soil, gravel, rocks, etc. around the drainage flows into the sump, the sediment introduced with a large amount of water Due to the difference in specific gravity, the sediment is separated into the bulkhead formed inside the sump to allow the sediment to accumulate, and the water and small grains fall out of the bulkhead to be discharged into the drain pipe. To provide a structure.
In addition, another object of the present invention is to provide a structure capable of completely draining water so that mosquito larvae and insects do not inhabit the accumulated water remaining in the sump.
In the present invention for achieving the above object in the box-type general water collection structure having an inlet formed on the upper side and the discharge pipe formed under the other side,
A partition wall is formed at an inner center of the sump, and a plurality of separate discharge holes are formed at the bottom of the partition wall, so that water falling to the left and right sides of the partition wall is smoothly drained to the discharge pipe. A large number of lost spheres are formed by molding.
The sediment, such as soil, gravel, and rock, which are mixed and mixed in the water, is formed to fall to the left and the right side of the bulkhead according to the height of the inflow water formed by the same or slightly lower level of the inflow port. The water falling into the inside of the partition wall is to be configured to flow into the discharge pipe through a separate discharge hole, the relatively light specific gravity is to be configured to be discharged to the discharge pipe to the outside of the partition wall.
In addition, depending on the sump and surrounding environment, the discharge pipe is installed in the sump high or low, and there is water remaining inside the sump to prevent the environment where mosquitoes and insect larvae inhabit. It forms a large number of lost spheres so that there is no water present in the sump that is naturally drained into the ground.
1 is a cross-sectional view showing a conventional water collecting structure.
Figure 2 is a perspective view showing another conventional sump.
3 is a cross-sectional view illustrating a conventional water collecting well according to the present invention.
4 is a perspective view illustrating a water collecting structure of the present invention.
5 is a cross-sectional view of the sump structure of the present invention.
Figure 6 is a state diagram of the water flow in the sump of the present invention.
Figure 7 is a state diagram showing the effect of the water collecting well of the present invention.
8 is a sectional view of a water collecting well according to still another embodiment of the present invention.
Hereinafter, the configuration for achieving the object of the present invention will be described in detail by the accompanying drawings.
As shown in FIG. 3 illustrating a conventional water collecting well according to the present invention, the structure of the water collecting well 1 is a box-type general water collecting structure having an
The sump (1) of the present invention will be referred to as a uniform inlet (2), regardless of whether the inlet (2) formed on one side of the upper side is open or buried as configured in the form of a tube as shown in FIG. In addition, it should be recognized that the upper part of the sump (1) is applied regardless of whether it is opened or closed.
4 to 5, the
In addition, by forming a plurality of separate discharge holes (5) at the bottom of the partition (4), it is configured to serve as a passage so that the water falling into the inside of the
Therefore, the
In addition, the bottom of the sump (1) is formed by forming a plurality of small holes (6) of the small hole in the bottom of the sump (1) is configured to the natural drainage of water accumulated or stagnant in the ground.
Referring to the accompanying effects of the present invention according to the accompanying drawings, as shown in Figure 6, when the rainfall is small and the flow of water is small, the water falling from the inlet (2) a plurality of
Therefore, the soil and stone introduced into the sump (1) with water is first filtered by the partition wall (4), so the discharge pipe (3) is directly blocked and prevents the flow of water or drains out of the sump (1) It is to give the effect that can solve the problems of crushing or destroying other facilities.
In addition, the above-mentioned
On the other hand, the
1.
3.
5.
Claims (2)
Forming a partition having a predetermined height inside the sump, and forming a plurality of separate discharge holes at the bottom of the partition;
The sump structure is applied to the drainage path of the mountain slope and the cut surface, characterized in that a plurality of small holes in the bottom of the sump.
The catchment structure applied to the drainage path of the mountain slope and the cut surface, characterized in that the bottom wall is formed in a trapezoidal shape by the bottom is wider and the upper end is narrower.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020120072101A KR20140004867A (en) | 2012-07-03 | 2012-07-03 | A holding tank structure to apply to a drainageway |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020120072101A KR20140004867A (en) | 2012-07-03 | 2012-07-03 | A holding tank structure to apply to a drainageway |
Publications (1)
Publication Number | Publication Date |
---|---|
KR20140004867A true KR20140004867A (en) | 2014-01-14 |
Family
ID=50140597
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR1020120072101A KR20140004867A (en) | 2012-07-03 | 2012-07-03 | A holding tank structure to apply to a drainageway |
Country Status (1)
Country | Link |
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KR (1) | KR20140004867A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112942394A (en) * | 2021-04-07 | 2021-06-11 | 福建路港(集团)有限公司 | Assembled drainage device and manufacturing method thereof |
KR102348400B1 (en) * | 2020-09-28 | 2022-01-07 | 그린로드(주) | The linear drainge appartus with point drainge function |
CN114232763A (en) * | 2021-12-25 | 2022-03-25 | 广东万里通建设工程有限公司 | Municipal works road drainage filtration |
KR102633035B1 (en) | 2023-10-31 | 2024-02-02 | 서울특별시 금천구 | Collecting apparatus for rainwater |
-
2012
- 2012-07-03 KR KR1020120072101A patent/KR20140004867A/en not_active Application Discontinuation
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR102348400B1 (en) * | 2020-09-28 | 2022-01-07 | 그린로드(주) | The linear drainge appartus with point drainge function |
CN112942394A (en) * | 2021-04-07 | 2021-06-11 | 福建路港(集团)有限公司 | Assembled drainage device and manufacturing method thereof |
CN112942394B (en) * | 2021-04-07 | 2022-06-24 | 福建路港(集团)有限公司 | Assembled drainage device and manufacturing method thereof |
CN114232763A (en) * | 2021-12-25 | 2022-03-25 | 广东万里通建设工程有限公司 | Municipal works road drainage filtration |
CN114232763B (en) * | 2021-12-25 | 2022-09-23 | 广东万里通建设工程有限公司 | Municipal works road drainage filtration |
KR102633035B1 (en) | 2023-10-31 | 2024-02-02 | 서울특별시 금천구 | Collecting apparatus for rainwater |
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