KR102644552B1 - Prefabricated rainwater penetration storage tank - Google Patents
Prefabricated rainwater penetration storage tank Download PDFInfo
- Publication number
- KR102644552B1 KR102644552B1 KR1020210098977A KR20210098977A KR102644552B1 KR 102644552 B1 KR102644552 B1 KR 102644552B1 KR 1020210098977 A KR1020210098977 A KR 1020210098977A KR 20210098977 A KR20210098977 A KR 20210098977A KR 102644552 B1 KR102644552 B1 KR 102644552B1
- Authority
- KR
- South Korea
- Prior art keywords
- wall
- peripheral wall
- block units
- storage space
- joint
- Prior art date
Links
- 230000035515 penetration Effects 0.000 title 1
- 230000002093 peripheral effect Effects 0.000 claims abstract description 29
- 230000008595 infiltration Effects 0.000 claims abstract description 28
- 238000001764 infiltration Methods 0.000 claims abstract description 28
- 238000005192 partition Methods 0.000 claims abstract description 18
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 17
- 229910052742 iron Inorganic materials 0.000 claims abstract description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 5
- 230000014759 maintenance of location Effects 0.000 abstract description 6
- 239000000463 material Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 2
- 238000007726 management method Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000002203 pretreatment Methods 0.000 description 2
- 239000010865 sewage Substances 0.000 description 2
- 239000004927 clay Substances 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 230000004044 response Effects 0.000 description 1
- 238000003911 water pollution Methods 0.000 description 1
Classifications
-
- 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
-
- 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
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/108—Rainwater harvesting
Landscapes
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Sewage (AREA)
Abstract
본 발명은 지중에 빗물을 저류하고 시간차를 두어 빗물을 지중에 침투시키기 위한 것으로, 다양한 형태와 용량의 저류공간이 형성되도록 조립하는 조립식 빗물 침투 저류조에 관한 것이다.
이에 본 발명은 「사각틀을 이루는 둘레벽(110); 상기 둘레벽(110) 내부를 구획하도록 十자로 형성된 격벽(120); 및 상기 둘레벽(110) 모서리부(111)에서 각 변이 연장되어, 상기 모서리부(111)와 맞꼭지각을 이루도록 형성된 이음벽(130); 을 포함하여 구성되고, 상기 이음벽(130)의 각 단부에는 종방향의 요부(凹部, 131)와 철부(凸部, 132)가 교대로 형성된 블록유닛(100) 다수개가 수평 4방으로 연속 배치되어, 전체적으로 방형(方形)으로 구축된 지중(地中) 구조물로서, 인접하는 블록유닛 이음벽(130)의 요부(131)와 철부(132)가 맞물려 조합되고, 단일 블록유닛(100)의 둘레벽(110)과 격벽(120)에 의해 구획, 형성된 제1저류공간(210); 인접하는 2개 블록유닛(100)의 대향 둘레벽(110)과, 요부(131)와 철부(132)가 맞물린 대향 이음벽(130)에 의해 구획, 형성된 제2저류공간(220); 모서리부(111) 외측 지점을 공유하는 4개 블록유닛(100)의 요부(131)와 철부(132)가 맞물린 이음벽(130)에 의해 구획, 형성된 제3저류공간(230); 및 다수개의 블록유닛(100) 둘레벽(110)에 둘러 싸여 형성된 제4저류공간(240); 을 포함하여 구성되고, 상기 블록유닛(100)은 상기 둘레벽(110) 상단 외연에서부터 상기 격벽(120)의 교차지점(121) 전까지 벽체 높이가 낮은 레벨다운부(122)가 형성되어 있고, 상기 블록유닛(100)을 다층으로 적층하여, 상기 레벨다운부(122)가 통수로 기능을 수행하도록 구성된 것을 특징으로 하는 조립식 빗물 침투 저류조(200)」를 제공한다.The present invention is intended to store rainwater in the ground and infiltrate the rainwater into the ground at different times, and relates to a prefabricated rainwater infiltration storage tank that is assembled to form retention spaces of various shapes and capacities.
Accordingly, the present invention includes a “circumferential wall 110 forming a square frame; A partition wall 120 formed in the shape of a 十 shape to partition the inside of the peripheral wall 110; and a joint wall 130 formed so that each side extends from the corner portion 111 of the peripheral wall 110 and forms a vertical angle with the corner portion 111; It is configured to include, and at each end of the joint wall 130, a plurality of block units 100 in which longitudinal recessed parts 131 and convex parts 132 are formed alternately are arranged sequentially in four horizontal directions. It is an underground structure built entirely in a square shape, in which the recessed portion 131 and the iron portion 132 of the adjacent block unit joint wall 130 are engaged and combined, and the perimeter of the single block unit 100 is formed. A first storage space 210 divided and formed by the wall 110 and the partition 120; A second storage space 220 divided and formed by the opposing peripheral wall 110 of two adjacent block units 100 and the opposing joint wall 130 in which the recessed portion 131 and the convex portion 132 are engaged; A third storage space 230 divided and formed by a joint wall 130 in which the recessed portion 131 and the iron portion 132 of the four block units 100 sharing the outer point of the corner portion 111 are engaged; and a fourth storage space (240) formed surrounding the peripheral wall (110) of the plurality of block units (100); It is configured to include, and the block unit 100 is formed with a level down portion 122 with a low wall height from the upper outer edge of the peripheral wall 110 to the intersection point 121 of the partition wall 120. A prefabricated rainwater infiltration storage tank (200) is provided, wherein the block units (100) are stacked in multiple layers so that the level down portion (122) functions as a water conduit.
Description
본 발명은 지중에 빗물을 저류하고 시간차를 두어 빗물을 지중에 침투시키기 위한 것으로, 다양한 형태와 용량의 저류공간이 형성되도록 조립하는 조립식 빗물 침투 저류조에 관한 것이다.The present invention is intended to store rainwater in the ground and infiltrate the rainwater into the ground at different times, and relates to a prefabricated rainwater infiltration storage tank that is assembled to form retention spaces of various shapes and capacities.
최근 도시개발에 다른 불투수층 면적의 증가로 인해 빗물의 지반 침투량이 감소하여 지하수위가 저하되고 하천으로 직접 유출되는 량이 증가하는 추세이다. 또한 도심지의 빗물 및 하수 배수시설 발달로 인해 표면 유출이 증가하고 대규모 하수종말처리장 건설 등으로 하천의 기저유량이 감소하는 현상이 나타나고 있다. 결국 도시화 및 산업화로 수질오염 등이 가속화되고 용수부족 및 열섬현상과 같은 환경문제가 지속적으로 발생하고 있어 이를 해결하기 위한 빗물관리가 필요하다.Recently, due to the increase in the area of impervious layers due to urban development, the amount of rainwater infiltrated into the ground is reduced, leading to a decrease in groundwater levels and an increase in the amount of direct runoff into rivers. In addition, surface runoff is increasing due to the development of rainwater and sewage drainage facilities in urban areas, and the base flow of rivers is decreasing due to the construction of large-scale sewage treatment plants. Ultimately, water pollution is accelerating due to urbanization and industrialization, and environmental problems such as water shortage and heat island phenomenon are continuously occurring, so rainwater management is necessary to solve these problems.
이를 해결하기 위해 특허 제10-0938223호(발명의 명칭: 조립식 우수저류조, 이하 '종래기술 1'), 특허 제10-1141308호(발명의 명칭: 우수 침투 및 저류 시스템, 이하 '종래기술 2') 등과 같이 지중(地中)에 빗물 저장 공간을 확보하도록 하는 기술이 개발되고 있다.To solve this problem, Patent No. 10-0938223 (title of the invention: prefabricated rainwater retention tank, hereinafter referred to as ‘prior art 1’) and Patent No. 10-1141308 (title of the invention: rainwater infiltration and retention system, hereinafter referred to as ‘prior art 2’) ), etc., technologies are being developed to secure rainwater storage space underground.
다만, 위의 종래기술 1,2는 전체 저류조를 조립식 부재로 나누어 간편히 조립하기 위한 것이지만, 구조가 복잡하여 미숙련공은 조립이 어렵고 투수성 소재가 아니므로 지속적인 우수의 침투량을 확보 못하는 단점이 있다.However, the above prior arts 1 and 2 are intended to be easily assembled by dividing the entire reservoir into prefabricated members, but the structure is complex, so it is difficult for unskilled workers to assemble, and since it is not a water-permeable material, it has the disadvantage of not securing a continuous amount of rainwater infiltration.
한편, 2013.8.3.자로 개정된 「도시·군계획시설의 결정·구조 및 설치기준 관한 규칙」(국토교통부)에서는 '불투수 포장으로 인하여 다량의 빗물이 유출되는 도로·주차장 등은 빗물이 스며드는 구조로 하거나 빗물관리시설을 설치'하도록 요구하고 있다.Meanwhile, in the “Rules on the Decision, Structure and Installation Standards of Urban and County Planning Facilities” (Ministry of Land, Infrastructure and Transport) revised on August 3, 2013, “Roads and parking lots, etc. that allow a large amount of rainwater to flow out due to impermeable pavement, shall not allow rainwater to seep through.” It is being requested to construct a structure or install a rainwater management facility.
따라서 빗물이 지중으로 스며드는 구조를 확보하되 각각의 유닛이 간단한 구조의 단위부재로 기성제작되어 미숙련공도 소정의 품질로 시공할 수 있고, 설치 및 해체가 자유로운 공법의 개발이 시급한 실정이다.Therefore, there is an urgent need to develop a construction method that secures a structure that allows rainwater to seep into the ground, but also allows unskilled workers to construct with the desired quality because each unit is manufactured from unit members with a simple structure, and allows for free installation and disassembly.
특허 제10-1560719호(발명의 명칭: 조립식 침투저류조 블록유닛 및 이를 이용한 침투저류조 구조, 이하 '종래기술 3'), 특허 제10-1896264호(발명의 명칭: 전처리 일체형 조립식 빗물 침투-저류 시설, 이하 '종래기술 4') 등은 위의 문제점을 해결하기 위한 것으로서, 투수성 소재로 제작된 블록유닛을 조립하여 빗물 침투저류조를 구성할 수 있는 기술에 관한 것으로서, 미숙련공도 단순 적층 공정의 반복으로 소정의 품질로 시공할 수 있고, 설치 및 해체가 자유로운 조립식 침투저류조를 제공한다.Patent No. 10-1560719 (Title of the invention: Prefabricated infiltration reservoir block unit and infiltration reservoir structure using the same, hereinafter referred to as ‘Prior Art 3’), Patent No. 10-1896264 (Title of the invention: Pre-treatment integrated prefabricated rainwater infiltration-retention facility , hereinafter referred to as 'Prior Art 4'), etc., are intended to solve the above problems and relate to a technology that can construct a rainwater infiltration storage tank by assembling block units made of water-permeable materials, and even unskilled workers can repeat the simple stacking process. It provides a prefabricated infiltration storage tank that can be constructed to the desired quality and can be easily installed and dismantled.
상기 종래기술 3, 4의 적용 지역이 확대됨에 따라 다양한 지반 상태 및 수요에 대응하여 보다 자유로운 저류 공간을 구성할 수 있도록 하는 새로운 유형의 블록유닛과 조립구조가 요구되어 왔다.As the application area of the prior technologies 3 and 4 has expanded, new types of block units and assembly structures have been required to enable more free storage space in response to various ground conditions and demands.
본 발명은 수평 방향 결합 및 수직 방향 적층에 의해 다양한 형태와 용량의 빗물 침투 저류조를 조립할 수 있도록 하는 블록유닛 및 이를 이용한 조립식 빗물 침투 저류조를 제공함에 그 목적이 있다.The purpose of the present invention is to provide a block unit that allows the assembly of rainwater infiltration reservoirs of various shapes and capacities by horizontal combination and vertical stacking, and a prefabricated rainwater infiltration reservoir using the block unit.
전술한 과제 해결을 위해 본 발명은 「사각틀을 이루는 둘레벽(110); 상기 둘레벽(110) 내부를 구획하도록 十자로 형성된 격벽(120); 및 상기 둘레벽(110) 모서리부(111)에서 각 변이 연장되어, 상기 모서리부(111)와 맞꼭지각을 이루도록 형성된 이음벽(130); 을 포함하여 구성되고, 상기 이음벽(130)의 각 단부에는 종방향의 요부(凹部, 131)와 철부(凸部, 132)가 교대로 형성된 블록유닛(100) 다수개가 수평 4방으로 연속 배치되어, 전체적으로 방형(方形)으로 구축된 지중(地中) 구조물로서, 인접하는 블록유닛 이음벽(130)의 요부(131)와 철부(132)가 맞물려 조합되고, 단일 블록유닛(100)의 둘레벽(110)과 격벽(120)에 의해 구획, 형성된 제1저류공간(210); 인접하는 2개 블록유닛(100)의 대향 둘레벽(110)과, 요부(131)와 철부(132)가 맞물린 대향 이음벽(130)에 의해 구획, 형성된 제2저류공간(220); 모서리부(111) 외측 지점을 공유하는 4개 블록유닛(100)의 요부(131)와 철부(132)가 맞물린 이음벽(130)에 의해 구획, 형성된 제3저류공간(230); 및 다수개의 블록유닛(100) 둘레벽(110)에 둘러 싸여 형성된 제4저류공간(240); 을 포함하여 구성되고, 상기 블록유닛(100)은 상기 둘레벽(110) 상단 외연에서부터 상기 격벽(120)의 교차지점(121) 전까지 벽체 높이가 낮은 레벨다운부(122)가 형성되어 있고, 상기 블록유닛(100)을 다층으로 적층하여, 상기 레벨다운부(122)가 통수로 기능을 수행하도록 구성된 것을 특징으로 하는 조립식 빗물 침투 저류조(200)」를 제공한다.In order to solve the above-described problem, the present invention includes a “circumferential wall 110 forming a square frame; A partition wall 120 formed in the shape of a 十 shape to partition the inside of the peripheral wall 110; and a joint wall 130 formed so that each side extends from the corner portion 111 of the peripheral wall 110 and forms a vertical angle with the corner portion 111; It is configured to include, and at each end of the joint wall 130, a plurality of block units 100 in which longitudinal recessed parts 131 and convex parts 132 are formed alternately are arranged sequentially in four horizontal directions. It is an underground structure built entirely in a square shape, in which the recessed portion 131 and the iron portion 132 of the adjacent block unit joint wall 130 are engaged and combined, and the perimeter of the single block unit 100 is formed. A first storage space 210 divided and formed by the wall 110 and the partition 120; A second storage space 220 divided and formed by the opposing peripheral wall 110 of two adjacent block units 100 and the opposing joint wall 130 in which the recessed portion 131 and the convex portion 132 are engaged; A third storage space 230 divided and formed by a joint wall 130 in which the recessed portion 131 and the iron portion 132 of the four block units 100 sharing the outer point of the corner portion 111 are engaged; and a fourth storage space (240) formed surrounding the peripheral wall (110) of the plurality of block units (100); It is configured to include, and the block unit 100 is formed with a level down portion 122 with a low wall height from the upper outer edge of the peripheral wall 110 to the intersection point 121 of the partition wall 120. A prefabricated rainwater infiltration storage tank (200) is provided, wherein the block units (100) are stacked in multiple layers so that the level down portion (122) functions as a water conduit.
삭제delete
삭제delete
상기 방형 구조물의 외곽 라인을 이루는 블록유닛(100a, 100b)의 둘레벽에는 상기 이음벽(130)이 형성되지 않은 것을 배치할 수 있다.The joint wall 130 may not be formed on the peripheral walls of the block units 100a and 100b forming the outer line of the rectangular structure.
삭제delete
삭제delete
본 발명에 따르면 다음과 같은 효과가 기대된다.According to the present invention, the following effects are expected.
1. 각 블록유닛이 단위부재로 기성제작되어, 미숙련공도 블록 쌓기 방식으로 빗물 침투 저류조의 축조 및 해체 작업을 간편하게 실시할 수 있다.1. Since each block unit is manufactured as a unit member, even unskilled workers can easily construct and dismantle a rainwater infiltration storage tank using the block stacking method.
2. 블록유닛의 둘레벽, 격벽 및 이음벽의 조합에 의해 블록유닛의 안·밖 영역에 여러 유형의 저류공간이 형성되고, 블록유닛 배치 설계에 의해 다수개의 저류 공간의 구성과 용량을 자유롭게 조절할 수 있다.2. Various types of storage spaces are formed inside and outside the block unit by combining the block unit's perimeter wall, partition, and joint wall, and the composition and capacity of multiple storage spaces can be freely adjusted by the block unit layout design. You can.
3. 블록유닛의 레벨다운부 형성 여부에 따라 용도에 맞추어 저류조 내 빗물의 유동을 제어할 수 있다.3. Depending on whether the level down part of the block unit is formed, the flow of rainwater in the storage tank can be controlled according to the purpose.
[도 1] 내지 [도 3]은 본 발명이 제공하는 블록유닛의 실시예들을 도시한 것이다.
[도 4] 및 [도 5]는 본 발명이 제공하는 조립식 빗물 침투 저류조 실시예를 도시한 것이다.[FIG. 1] to [FIG. 3] show examples of block units provided by the present invention.
[FIG. 4] and [FIG. 5] show an example of a prefabricated rainwater infiltration storage tank provided by the present invention.
이하 첨부된 도면과 함께 본 발명의 개념이 바람직하게 구현된 실시예를 통하여 본 발명을 상세하게 설명한다.Hereinafter, the present invention will be described in detail through examples in which the concept of the present invention is preferably implemented along with the accompanying drawings.
본 발명은 사각틀을 이루는 둘레벽(110); 상기 둘레벽(110) 내부를 구획하도록 十자로 형성된 격벽(120); 및 상기 둘레벽(110) 모서리부(111)에서 각 변이 연장되어, 상기 모서리부(111)와 맞꼭지각을 이루도록 형성된 이음벽(130); 을 포함하여 구성되고, 상기 이음벽(130)의 각 단부에는 종방향의 요부(凹部, 131)와 철부(凸部, 132)가 교대로 형성된 것을 특징으로 하는 블록유닛(100)을 제공한다.The present invention includes a peripheral wall 110 forming a square frame; A partition wall 120 formed in the shape of a 十 shape to partition the inside of the peripheral wall 110; and a joint wall 130 formed so that each side extends from the corner portion 111 of the peripheral wall 110 and forms a vertical angle with the corner portion 111; It provides a block unit (100), which is configured to include, and is characterized in that longitudinal recessed parts (131) and convex parts (132) are formed alternately at each end of the joint wall (130).
상기 둘레벽(110) 상단 외연에서부터 상기 격벽(120)의 교차지점(121) 전까지는 벽체 높이가 낮은 레벨다운부(122)를 형성시킴으로써, 상기 레벨다운부(122) 빗물이 전후좌우 수평 방향으로 유동하도록 할 수 있다. By forming a level-down portion 122 with a low wall height from the upper outer edge of the peripheral wall 110 to the intersection 121 of the partition wall 120, rainwater from the level-down portion 122 flows horizontally forward, left, and right. It can be made to flow.
상기 블록유닛(100)은 모든 구성요소가 일체(一體)를 이루는 단일부재로 제작하는 것이 바람직하며, 다수개를 수평 배치하거나 적층시켜 조립식 빗물 침투 저류조(200)의 빗물 저장 용량을 조절할 수 있다.The block unit 100 is preferably manufactured as a single member in which all components are integrated, and the rainwater storage capacity of the prefabricated rainwater infiltration storage tank 200 can be adjusted by arranging multiple units horizontally or stacking them.
상기 블록유닛(100)은 콘크리트 블록으로 제작할 수 있으나, 황토 등의 친환경 소재가 포함된 조성물로 제조하거나, 다공성 소재(투수성 소재)로 제조할 수 있다.The block unit 100 may be manufactured from a concrete block, but may be manufactured from a composition containing eco-friendly materials such as red clay, or from a porous material (permeable material).
본 발명이 제공하는 조립식 빗물 침투 저류조(200)는 전체적으로 방형(方形)으로 구축된 지중(地中) 구조물로서, 상기 블록유닛(100) 다수개를 수평 4방으로 연속 배치하되, 인접하는 블록유닛 이음벽(130)의 요부(131)와 철부(132)가 맞물려 조합되도록 배치함으로써 구축된다.The prefabricated rainwater infiltration storage tank 200 provided by the present invention is an underground structure built overall in a square shape, and a plurality of the block units 100 are arranged in succession in four horizontal directions, and adjacent block units It is constructed by arranging the recessed portion 131 and the convex portion 132 of the joint wall 130 to engage and combine.
상기 조립식 빗물 침투 저류조(200)는 상기 이음벽(130)의 요·철부(131, 132) 맞물림 조합에 의해 아래와 같이 블록유닛(100) 안·밖 영역에 다양한 저류공간이 형성된다([도 1] 및 [도 4] 참조)In the prefabricated rainwater infiltration storage tank 200, various storage spaces are formed in the inner and outer areas of the block unit 100 as shown below by combining the concave and convex portions 131 and 132 of the joint wall 130 ([Figure 1 ] and [Figure 4])
- 제1저류공간(210) : 블록유닛(100) 내부 영역에 형성된 저류공간으로서, 단일 블록유닛(100)의 둘레벽(110)과 격벽(120)에 의해 구획, 형성된다.- First storage space 210: A storage space formed in the inner area of the block unit 100, and is partitioned and formed by the peripheral wall 110 and the partition wall 120 of the single block unit 100.
- 제2저류공간(220) : 블록유닛(100)의 사이 사이에 형성되는 저류공간으로서, 인접하는 2개 블록유닛(100)의 대향 둘레벽(110)과, 요부(131)와 철부(132)가 맞물린 대향 이음벽(130)에 의해 구획, 형성된다.- Second storage space 220: A storage space formed between the block units 100, including the opposing peripheral wall 110, the recessed portion 131, and the convex portion 132 of the two adjacent block units 100. ) is partitioned and formed by opposing joint walls 130 that are engaged.
- 제3저류공간 : 블록유닛(100) 4개의 모서리부가 모이는 지점에 형성되는 저류공간으로서, 모서리부(111) 외측 지점을 공유하는 4개 블록유닛(100)의 요부(131)와 철부(132)가 맞물린 이음벽(130)에 의해 구획, 형성된다.- Third storage space: A storage space formed at the point where the four corners of the block unit 100 meet, and the recessed portion 131 and the iron portion 132 of the four block units 100 that share the outer point of the corner portion 111. ) is partitioned and formed by the interlocking joint walls 130.
- 제4저류공간 : 조립식 빗물 침투 저류조(200) 내부 영역에 비워진 공간으로서, 다수개의 블록유닛(100) 둘레벽(110)에 둘러 싸이는 형태로 형성되며, 공간 형태를 자유롭게 구성할 수 있다.- Fourth storage space: It is an empty space in the inner area of the prefabricated rainwater infiltration storage tank 200, and is formed in a form surrounded by a plurality of block units 100 and the surrounding wall 110, and the shape of the space can be freely configured.
물론 위와 같은 블록유닛(100, 100a, 100b)은 복수개를 수직 방향으로 적층 조립할 수도 있으며, 지반 상태와 형태에 따라 블록유닛 배치 설계에 의해 저류공간의 구성과 용량을 자유롭게 조절할 수 있다.Of course, a plurality of the above block units (100, 100a, 100b) can be stacked and assembled in a vertical direction, and the composition and capacity of the storage space can be freely adjusted by the block unit arrangement design according to the ground condition and shape.
또한, 위와 같이 구성된 조립식 빗물 침투 저류조(200)는 블록유닛별 해체도 간편하여, 블록유닛 개별 단위의 보수, 청소, 교체 작업 등을 실시할 수 있다.In addition, the prefabricated rainwater infiltration storage tank 200 configured as above can be easily dismantled by block unit, and repair, cleaning, and replacement work of individual block units can be performed.
조립식 빗물 침투 저류조(200)는 구조물의 외곽 라인을 이루는 블록유닛(100a, 100b)의 둘레벽에는 상기 이음벽(130)이 형성되지 않은 것을 배치할 수 있다. 즉, 타 블록유닛과 조합되지 않는 둘레벽(110)에는 이음벽(130)이 형성되지 않은 블록유닛(100a, 100b)을 적용할 수 있다.The prefabricated rainwater infiltration storage tank 200 may be disposed on the peripheral walls of the block units 100a and 100b forming the outer line of the structure without the joint wall 130 being formed. That is, block units 100a and 100b in which the joint wall 130 is not formed can be applied to the peripheral wall 110 that is not combined with other block units.
구조물의 모서리부에는 [도 2]에 도시된 바와 같이 직교하는 2변의 둘레벽(110)에 이음벽(130)이 형성되지 않은 블록유닛(100a)을 배치하고, 구조물의 변부에는 [도 3]에 도시된 바와 같이 1변의 둘레벽(110)에 이음벽(130)이 형성되지 않은 블록유닛(100b)을 배치함으로써, 상기 이음벽(130)이 조립식 빗물 침투 저류조(200)의 지중(地中) 구축 작업에 장애가 되지 않도록 할 수 있다.At the corners of the structure, block units 100a without joint walls 130 are placed on the perimeter walls 110 of two orthogonal sides as shown in [Figure 2], and at the edges of the structure [Figure 3]. As shown in , by placing a block unit (100b) in which no joint wall 130 is formed on the peripheral wall 110 on one side, the joint wall 130 is placed in the ground of the prefabricated rainwater infiltration storage tank 200. ) It can be prevented from causing obstacles to construction work.
한편, 상기 블록유닛(100)은 상기 둘레벽(110) 상단 외연에서부터 상기 격벽(120)의 교차지점(121) 전까지 벽체 높이가 낮은 레벨다운부(122)가 형성되어 있는 것을 적용함으로써, 상기 블록유닛(100)을 다층으로 적층하여 상기 레벨다운부(122)가 통수로 기능을 수행하도록 구성할 수 있다.Meanwhile, the block unit 100 has a level-down portion 122 formed with a low wall height from the upper outer edge of the peripheral wall 110 to the intersection 121 of the partition wall 120, so that the block The unit 100 can be stacked in multiple layers so that the level down unit 122 functions as a water conduit.
즉, 상기 블록유닛(100)에 상기 레벨다운부(122)가 형성되지 않은 경우에는 상기 제1 내지 제3저류공간(210, 220, 230)은 각각 분절되어 유입된 빗물이 수평 방향으로 유동하지 않도록 저장된 상태에서 각 저류공간의 하부 지반 상태에 따라 차등적인 빗물 침투가 이루어진다.That is, when the level down portion 122 is not formed in the block unit 100, the first to third storage spaces 210, 220, and 230 are each segmented so that the incoming rainwater does not flow in the horizontal direction. In a stored state, differential rainwater infiltration occurs depending on the condition of the ground below each storage space.
반면, 상기 블록유닛(100)에 상기 레벨다운부(122)가 형성된 경우에는 상기 제1 내지 제3저류공간(210, 220, 230) 중 일부 구간에 유입된 빗물이 상기 레벨다운부(122) 높이 이상으로 차오르면, 빗물은 상기 레벨다운부(122)를 거쳐 인접한 타 저류공간으로 유동하게 된다. On the other hand, when the level-down section 122 is formed in the block unit 100, rainwater flowing into some sections of the first to third storage spaces 210, 220, and 230 flows into the level-down section 122. If it rises above the height, the rainwater flows through the level down part 122 to another adjacent storage space.
따라서, 상기 레벨다운부(122) 형성 여부에 따라 각 저류공간별로 용도에 맞추어 저류조 내 빗물의 유동을 제어할 수 있다.Therefore, the flow of rainwater in the storage tank can be controlled according to the purpose of each storage space depending on whether the level down portion 122 is formed.
이상에서 본 발명에 대하여 구체적인 실시예와 함께 상세하게 살펴보았다. 그러나 본 발명은 위의 실시예에 의하여 한정되는 것은 아니며 본 발명의 요지를 벗어남이 없는 범위에서 수정 및 변형될 수 있다. 따라서 본 발명의 청구범위는 이와 같은 수정 및 변형을 포함한다. In the above, the present invention was examined in detail along with specific examples. However, the present invention is not limited to the above examples and may be modified and modified without departing from the gist of the present invention. Accordingly, the scope of the claims of the present invention includes such modifications and variations.
100, 100a, 100b : 블록유닛
110 : 둘레벽 111 : 모서리부
120 : 격벽 121 : 교차지점
122 : 레벨다운부 130 : 이음벽
131 : 요부 132 : 철부
200 : 조립식 빗물 침투 저류조
210 : 제1저류공간 220 : 제2저류공간
230 : 제3저류공간 240 : 제4저류공간100, 100a, 100b: block unit
110: perimeter wall 111: corner portion
120: bulkhead 121: intersection point
122: Level down section 130: Joint wall
131: lower part 132: iron part
200: Prefabricated rainwater infiltration storage tank
210: first storage space 220: second storage space
230: Third storage space 240: Fourth storage space
Claims (4)
인접하는 블록유닛 이음벽(130)의 요부(131)와 철부(132)가 맞물려 조합되고,
단일 블록유닛(100)의 둘레벽(110)과 격벽(120)에 의해 구획, 형성된 제1저류공간(210);
인접하는 2개 블록유닛(100)의 대향 둘레벽(110)과, 요부(131)와 철부(132)가 맞물린 대향 이음벽(130)에 의해 구획, 형성된 제2저류공간(220);
모서리부(111) 외측 지점을 공유하는 4개 블록유닛(100)의 요부(131)와 철부(132)가 맞물린 이음벽(130)에 의해 구획, 형성된 제3저류공간(230); 및
다수개의 블록유닛(100) 둘레벽(110)에 둘러 싸여 형성된 제4저류공간(240); 을 포함하여 구성되고,
상기 블록유닛(100)의 일부에는 상기 둘레벽(110) 상단 외연에서부터 상기 격벽(120)의 교차지점(121) 전까지 벽체 높이가 낮은 레벨다운부(122)가 형성되어 있고,
상기 블록유닛(100)을 다층으로 적층하여, 상기 레벨다운부(122)가 통수로 기능을 수행하도록 구성된 것을 특징으로 하는 조립식 빗물 침투 저류조(200).
A peripheral wall (110) forming a square frame; A partition wall 120 formed in the shape of a 十 shape to partition the inside of the peripheral wall 110; and a joint wall 130 formed so that each side extends from the corner portion 111 of the peripheral wall 110 and forms a vertical angle with the corner portion 111; It is configured to include, and at each end of the joint wall 130, a plurality of block units 100 in which longitudinal recessed parts 131 and convex parts 132 are formed alternately are arranged sequentially in four horizontal directions. It is an underground structure built entirely in a square shape.
The recessed portion 131 and the iron portion 132 of the adjacent block unit joint wall 130 are engaged and combined,
A first storage space 210 divided and formed by the peripheral wall 110 and the partition wall 120 of the single block unit 100;
A second storage space 220 partitioned and formed by the opposing peripheral wall 110 of two adjacent block units 100 and the opposing joint wall 130 in which the recessed portion 131 and the iron portion 132 are engaged;
A third storage space 230 divided and formed by a joint wall 130 in which the recessed portion 131 and the iron portion 132 of the four block units 100 sharing the outer point of the corner portion 111 are engaged; and
A fourth storage space (240) formed around a plurality of block units (100) and a peripheral wall (110); It is composed including,
A level-down portion 122 with a low wall height is formed in a portion of the block unit 100 from the upper outer edge of the peripheral wall 110 to the intersection point 121 of the partition wall 120,
A prefabricated rainwater infiltration storage tank (200), characterized in that the block units (100) are stacked in multiple layers so that the level down portion (122) functions as a water conduit.
구조물의 외곽 라인에 배치된 블록유닛(100a, 100b)의 둘레벽에는 상기 이음벽(130)이 형성되지 않은 것을 특징으로 하는 조립식 빗물 침투 저류조(200).
In paragraph 2,
A prefabricated rainwater infiltration storage tank (200), characterized in that the joint wall (130) is not formed on the peripheral wall of the block units (100a, 100b) arranged on the outer line of the structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020210098977A KR102644552B1 (en) | 2021-07-28 | 2021-07-28 | Prefabricated rainwater penetration storage tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020210098977A KR102644552B1 (en) | 2021-07-28 | 2021-07-28 | Prefabricated rainwater penetration storage tank |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| KR20230017467A KR20230017467A (en) | 2023-02-06 |
| KR102644552B1 true KR102644552B1 (en) | 2024-03-07 |
Family
ID=85223908
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR1020210098977A KR102644552B1 (en) | 2021-07-28 | 2021-07-28 | Prefabricated rainwater penetration storage tank |
Country Status (1)
| Country | Link |
|---|---|
| KR (1) | KR102644552B1 (en) |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100520425B1 (en) * | 2001-11-19 | 2005-10-12 | 주식회사 테포시티 | Shore protection block |
| KR102014747B1 (en) * | 2018-12-10 | 2019-08-27 | 주식회사 클레이맥스 | the assembly type fish shelter unit block and the shelter structure |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100938223B1 (en) | 2009-07-20 | 2010-01-22 | 동양특수콘크리트 (주) | Precasting rainfall detention basin |
| JP2012072634A (en) * | 2010-09-30 | 2012-04-12 | Yunison:Kk | Block with joint keeps |
| KR101141308B1 (en) | 2011-06-30 | 2012-07-11 | 이상우 | Permeatable rain storage system |
| KR101560719B1 (en) * | 2013-10-22 | 2015-10-16 | 주식회사 클레이맥스 | the assembling water storage container block unit and the water storage container structure |
| KR101896264B1 (en) | 2016-08-11 | 2018-09-07 | 최희용 | Pretreatment integrated modular rainwater penetration-storage facility |
-
2021
- 2021-07-28 KR KR1020210098977A patent/KR102644552B1/en active IP Right Grant
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100520425B1 (en) * | 2001-11-19 | 2005-10-12 | 주식회사 테포시티 | Shore protection block |
| KR102014747B1 (en) * | 2018-12-10 | 2019-08-27 | 주식회사 클레이맥스 | the assembly type fish shelter unit block and the shelter structure |
Also Published As
| Publication number | Publication date |
|---|---|
| KR20230017467A (en) | 2023-02-06 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US10267029B2 (en) | Modular tessellation assembly for storage of water underground | |
| US10151083B2 (en) | Honeycomb module and underground storage system | |
| US11149427B2 (en) | Tessellation square module and underground storage system | |
| US7344335B2 (en) | Methods and modules for an underground assembly for storm water retention or detention | |
| CN102395732B (en) | Module and assembly for managing the flow of water | |
| US20030188505A1 (en) | Structural module | |
| US11220815B2 (en) | Underground storage system with V shaped support legs | |
| CN110387889A (en) | A kind of multi-arch type foundation pit supporting method for strip deep basal pit | |
| KR101143511B1 (en) | Storm water attenuation tanks and culverts | |
| JP2012057441A (en) | Rainwater storage tank and rainwater storage tank filling structure | |
| CN105735088A (en) | Pavement brick and pavement | |
| KR101321992B1 (en) | Block type rain retaining facility | |
| KR102644552B1 (en) | Prefabricated rainwater penetration storage tank | |
| KR101564767B1 (en) | Assembling rain water storage block, and method for constructing rain water storage using this same | |
| CN114277843B (en) | Underground passage structure and construction method | |
| US11952767B2 (en) | Underground storage system with V shaped support legs | |
| US20220268008A1 (en) | Modular rain garden system | |
| KR101224380B1 (en) | Prefab water-storage tank | |
| KR20230017468A (en) | All-round combined block unit and prefabricated rainwater storage tank using the same | |
| Clemente | Bicycle paths as a contribution to urban resilience in high-density areas | |
| JP5364601B2 (en) | Lid member, assembly, and underground water storage facility using the same | |
| CN111119046A (en) | Bridge anti-collision fence prefabricated flower groove and construction method thereof | |
| US10214891B2 (en) | Modular stormwater capture system | |
| CN211947947U (en) | Bridge anticollision fence prefabricated flower groove | |
| CN102677660A (en) | Quick pile-forming method and method for quickly building urban flyover by quick pile-forming method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| E902 | Notification of reason for refusal | ||
| E701 | Decision to grant or registration of patent right | ||
| GRNT | Written decision to grant |