KR20130039634A - Water-storage tank - Google Patents
Water-storage tank Download PDFInfo
- Publication number
- KR20130039634A KR20130039634A KR1020110104617A KR20110104617A KR20130039634A KR 20130039634 A KR20130039634 A KR 20130039634A KR 1020110104617 A KR1020110104617 A KR 1020110104617A KR 20110104617 A KR20110104617 A KR 20110104617A KR 20130039634 A KR20130039634 A KR 20130039634A
- Authority
- KR
- South Korea
- Prior art keywords
- prefabricated
- block
- guide support
- prefabricated block
- fixing
- 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
- 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
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F1/00—Methods, systems, or installations for draining-off sewage or storm water
- E03F1/002—Methods, systems, or installations for draining-off sewage or storm water with disposal into the ground, e.g. via dry wells
- E03F1/005—Methods, systems, or installations for draining-off sewage or storm water with disposal into the ground, e.g. via dry wells via box-shaped elements
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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
-
- 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
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Health & Medical Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Environmental & Geological Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Sewage (AREA)
Abstract
Description
The present invention relates to a prefabricated rainwater storage tank, and more specifically, a fixing groove for inserting and fixing a guide support bar is formed above and below the prefabricated block, and the guide support bar is assembled and fixed to a fixing wire passing through the prefabricated block. One side of the guide support bar relates to a prefabricated rainwater storage tank configured to be fitted into each of the blocks assembled in the left and right direction to be fitted in the other assembly block fixing groove to be closely coupled.
Recently, with the development of the city, various structures such as buildings, asphalt, concrete pavement, and parking lot facilities are rapidly increased, and rainwater flows directly into rivers through rainwater pipes, flooding rivers, deteriorating soil moisture, and depleting groundwater. Due to the change of the water circulation system, there is a tendency to increase the intensity of heavy rainfall or drought caused by climate change.
In addition, as the number of buildings increases and the surface pavement rate increases, rainwater flows into sewerage or rivers at a time without heavy flooding during heavy rains, and flooding may occur as a result of exceeding an inflow allowance.
On the other hand, if the inflow of rivers is small, the water quality is deteriorated and the groundwater is also depleted.
Therefore, a technique for storing rainwater once in a storage tank and adjusting the amount of outflow into a river has been developed.
In addition, rainwater can be penetrated or stored underground to be used as a new source of water before it flows into the river, and as a part of efforts to restore the soil's water retention and water circulation system, Technology development is underway.
However, these storm reservoir blocks are structurally vulnerable by forming a bridge on a rectangular plate or a c-shape with a top plate and two sides.
Therefore, in order to have sufficient strength, the block must be thick, and accordingly, the manufacturing cost increases and the weight also increases, making it difficult to transport and handle.
And, in recent years, instead of using concrete water storage blocks, water storage blocks made of synthetic resin, which is a high strength plastic, have been proposed, but these synthetic resin products are basically materials that burden a lot of the environment, and thus are not desirable and in order to maintain constant strength. There is a problem that costs a lot because it is made of a complex structure.
The present invention has been made in order to solve the above problems, it is necessary to use the precipitation concentrated during the summer, and to reduce the flood damage, a storage facility for temporarily storing rainwater is required, and excellent storage tank that can be easily constructed such storage facilities The purpose is to provide.
In order to achieve the above object, the upper and lower side of the prefabricated block is formed with a fixing groove for inserting and fixing the guide support bar, the guide support bar is assembled and fixed to the fixing wire penetrating the prefabricated block and one side of the guide support bar It relates to a prefabricated rainwater storage tank configured to be fitted into each of the blocks assembled in the left and right direction to be fitted in the other side of the prefabricated block fixing groove coupled closely.
The present invention has a feature that can be easily installed because it is formed of a prefabricated block can be elastically adjusted to the expansion of the storage tank during construction by having each member assembled in the field.
In addition, there is an effect that can significantly reduce the transport cost and the transport time according to the transport operation of the prefabricated block.
In addition, the guide support bar used in the present invention is characterized in that it is configured to be coupled between the prefabricated block formed to the left, right side to ensure the structural stability while increasing the coupling force and also formed as a prefabricated material cost and maintenance There is a feature that can easily increase the economics.
1 is a perspective view schematically showing a state in which the main portion of the present invention is assembled.
Figure 2 is a perspective view showing another embodiment of the present invention.
Figure 3 is a perspective view of an enlarged state by extracting the main portion of the present invention.
DETAILED DESCRIPTION Hereinafter, exemplary embodiments of the present invention will be described in detail with reference to the accompanying drawings so that those skilled in the art may easily implement the present invention. The present invention may, however, be embodied in many different forms and should not be construed as limited to the embodiments set forth herein.
In the drawings, parts irrelevant to the description are omitted in order to clearly describe the present invention, and like reference numerals designate like parts throughout the specification.
Throughout the specification, when a component comprises a component, it is understood that it may include other components, not control of the other component, unless specifically stated otherwise.
1 and 2, the
In addition, the
Here, one side of the
Here, the
In addition, the
And, in the inner central portion of the
Hereinafter, exemplary embodiments of the present invention will be described in detail with reference to the accompanying drawings.
As shown in FIG. 1, the storage tank according to the present invention is installed in the periphery of the
In addition, fixing
Here, the
In addition, the
And, the
Between the
In the case of installing the
In addition, after the foundation concrete is poured on the surface of the pit, the
Here, the
Here, the
Here, the
On the other hand, the
As described above, the present invention is characterized in that it is formed of a prefabricated block so that each member is assembled and configured in the field so that it can be flexibly adjusted to expand the storage tank during construction.
In addition, there is an effect that can significantly reduce the transport cost and the transport time according to the transport operation of the prefabricated block.
In addition, the guide support bar used in the present invention is characterized in that it is configured to be coupled between the prefabricated block formed to the left, right side to ensure the structural stability while increasing the coupling force and also formed as a prefabricated material cost and maintenance There is a feature that can easily increase the economics.
The foregoing description of the present invention is intended for illustration, and it will be understood by those skilled in the art that the present invention may be easily modified in other specific forms without changing the technical spirit or essential features of the present invention. will be.
It is therefore to be understood that the above-described embodiments are illustrative in all aspects and not restrictive. For example, each component described as a single entity may be distributed and implemented, and components described as being distributed may be implemented in a combined manner.
The scope of the present invention is shown by the following claims rather than the above description, and all changes or modifications derived from the meaning and scope of the claims and their equivalents should be construed as being included in the scope of the present invention. do.
10.
12.
14. Fastener 15. Sludge Sedimentation Tank
16. Leak-proof packing
Claims (2)
The fixing bar 17 is bound through the fasteners 14 formed on the surface of the prefabricated block 10, and forms a sludge settling tank 15 for storing the sludge settled in the inner central portion of the prefabricated block 10. Prefabricated rainwater storage tank, characterized in that configured to be.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020110104617A KR20130039634A (en) | 2011-10-12 | 2011-10-12 | Water-storage tank |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020110104617A KR20130039634A (en) | 2011-10-12 | 2011-10-12 | Water-storage tank |
Publications (1)
Publication Number | Publication Date |
---|---|
KR20130039634A true KR20130039634A (en) | 2013-04-22 |
Family
ID=48439773
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR1020110104617A KR20130039634A (en) | 2011-10-12 | 2011-10-12 | Water-storage tank |
Country Status (1)
Country | Link |
---|---|
KR (1) | KR20130039634A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101373110B1 (en) * | 2013-08-23 | 2014-03-11 | 주식회사 대창 | Jointed rainwater recycling facilities and installing method thereof |
CN105507414A (en) * | 2015-12-31 | 2016-04-20 | 武汉美华禹水环境有限公司 | Non-invasive detention pond for rectangular-frame precast concrete members |
CN110616647A (en) * | 2019-09-26 | 2019-12-27 | 苏交科集团股份有限公司 | Full-prefabricated sliding assembled culvert and construction process thereof |
US20230073212A1 (en) * | 2021-09-07 | 2023-03-09 | Jarrett Concrete Products | Storm water retention or detention system and module therefore |
-
2011
- 2011-10-12 KR KR1020110104617A patent/KR20130039634A/en not_active Application Discontinuation
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101373110B1 (en) * | 2013-08-23 | 2014-03-11 | 주식회사 대창 | Jointed rainwater recycling facilities and installing method thereof |
CN105507414A (en) * | 2015-12-31 | 2016-04-20 | 武汉美华禹水环境有限公司 | Non-invasive detention pond for rectangular-frame precast concrete members |
CN110616647A (en) * | 2019-09-26 | 2019-12-27 | 苏交科集团股份有限公司 | Full-prefabricated sliding assembled culvert and construction process thereof |
CN110616647B (en) * | 2019-09-26 | 2021-08-10 | 苏交科集团股份有限公司 | Full-prefabricated sliding assembled culvert and construction process thereof |
US20230073212A1 (en) * | 2021-09-07 | 2023-03-09 | Jarrett Concrete Products | Storm water retention or detention system and module therefore |
US11639600B2 (en) * | 2021-09-07 | 2023-05-02 | Jarrett Concrete Products | Storm water retention or detention system and module therefore |
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