KR102201316B1 - Reclamation storage tank - Google Patents

Reclamation storage tank Download PDF

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Publication number
KR102201316B1
KR102201316B1 KR1020190012929A KR20190012929A KR102201316B1 KR 102201316 B1 KR102201316 B1 KR 102201316B1 KR 1020190012929 A KR1020190012929 A KR 1020190012929A KR 20190012929 A KR20190012929 A KR 20190012929A KR 102201316 B1 KR102201316 B1 KR 102201316B1
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South Korea
Prior art keywords
tank
space
storage tank
concrete
pouring
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KR1020190012929A
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Korean (ko)
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KR20200095170A (en
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백남수
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백남수
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Priority to KR1020190012929A priority Critical patent/KR102201316B1/en
Publication of KR20200095170A publication Critical patent/KR20200095170A/en
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B65CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
    • B65DCONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS, e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES, DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS; ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR; PACKAGING ELEMENTS; PACKAGES
    • B65D88/00Large containers
    • B65D88/76Large containers for use underground
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H7/00Construction or assembling of bulk storage containers employing civil engineering techniques in situ or off the site
    • E04H7/02Containers for fluids or gases; Supports therefor

Abstract

본 발명은 내측탱크가 외측탱크의 바닥면에 접하도록 안착되고, 하측부에 콘크리트가 타설되더라도 콘크리트가 침투되지 않는 공간부가 형성되도록 하는 매립형 저장탱크에 관한 것이다.The present invention relates to a buried storage tank in which the inner tank is seated in contact with the bottom surface of the outer tank, and a space portion through which concrete does not penetrate even when concrete is poured into the lower side.

Description

매립형 저장탱크{Reclamation storage tank}Reclamation storage tank
본 발명은 정화조 등과 같은 매립형 저장탱크에 관한 것으로, 통 형태로서 상부만 개방된 밀폐 구조의 외측탱크(100)와, 상기 외측탱크와 사이에 타설공간부(400)가 형성되도록 배치되되, 상기 외측탱크의 바닥면에 접하도록 안착되고 상부에 개구부(210)가 형성된 내측탱크(200), 상단과 하단이 각각 상기 내측탱크 외측면과 외측탱크의 바닥면에 결합됨으로써 상기 타설공간부(400) 하부에 상기 타설공간부와 격리되는 비타설공간부(500)가 형성되도록 하는 지지격벽(300)으로 이루어진 매립형 저장탱크에 관한 것이다.The present invention relates to a buried storage tank such as a septic tank, and the outer tank 100 having a closed structure in which only the upper portion is opened in a cylindrical shape, and the pouring space 400 is disposed between the outer tank and the outer tank. The inner tank 200, which is seated in contact with the bottom surface of the tank and has an opening 210 formed thereon, and the upper and lower ends are coupled to the outer surface of the inner tank and the bottom surface of the outer tank, respectively, so that the pouring space part 400 is lower It relates to a buried storage tank consisting of a support partition wall 300 to form a non-pour space portion 500 that is isolated from the pour space portion.
기존의 매립형 저장탱크는 외측탱크와 내측탱크 사이 간격이 바닥면에도 유지되도록 하여 설치시 작업이 쉽지 않는 등의 문제가 있다.Existing buried storage tanks have problems such as difficulty in installation when the gap between the outer tank and the inner tank is maintained on the bottom surface as well.
본 발명은 내측탱크가 외측탱크의 바닥면에 접하도록 안착되고, 하측부에 콘크리트가 타설되더라도 콘크리트가 침투되지 않는 공간부가 형성되도록 하는 매립형 저장탱크를 제공하는데 목적이 있다.An object of the present invention is to provide a buried storage tank in which the inner tank is seated in contact with the bottom surface of the outer tank, and a space in which concrete does not penetrate even if concrete is poured in the lower side.
상기한 바와 같은 목적을 달성하기 위한 본 발명의 특징에 따르면, 통 형태로서 상부만 개방된 밀폐 구조의 외측탱크(100)와, 상기 외측탱크(100)와 사이에 타설공간부(400)가 형성되도록 배치되되, 상기 외측탱크(100)의 바닥면에 접하도록 안착되고 상부에 개구부(210)가 형성된 내측탱크(200), 상기 외측탱크(100)의 내부공간에 수용되고, 상단과 하단이 각각 상기 내측탱크(200) 외측면과 외측탱크(100)의 바닥면에 결합됨으로써 상기 타설공간부(400) 하부에 상기 타설공간부(400)와 격리되는 비타설공간부(500)가 형성되도록 하는 지지격벽(300)을 포함한다.
According to the features of the present invention for achieving the above object, the outer tank 100 of a closed structure in which only the upper part is opened in a cylindrical shape, and the pouring space part 400 is formed between the outer tank 100 and the Doedoe disposed so that the inner tank 200 is seated in contact with the bottom surface of the outer tank 100 and has an opening 210 formed thereon, and is accommodated in the inner space of the outer tank 100, and the top and bottom are respectively By being coupled to the outer surface of the inner tank 200 and the bottom surface of the outer tank 100 to form a non-pour space portion 500 that is isolated from the pour space portion 400 under the pour space portion 400 It includes a support partition wall (300).
이상 살펴본 바와 같은 본 발명에 따르면, 그 설치가 쉽고 안정적인 구조의 매립형 저장탱크를 제공할 수 있다.According to the present invention as described above, it is possible to provide a buried storage tank having a structure that is easy to install and stable.
도 1은 확인대상발명인 매립형 저장탱크의 구조를 나타내기 위한 사시도이다.
도 2는 내측탱크의 구조를 나타내기 위한 사시도이다.
도 3은 확인대상발명인 매립형 저장탱크의 단면도이다.
도 4는 도 3에서 최종 콘크리트 내지 모르타르가 타설공간부에 타설된 것을 나타내기 위한 단면도이다.
1 is a perspective view showing the structure of a buried storage tank that is an invention subject to confirmation.
2 is a perspective view for showing the structure of the inner tank.
3 is a cross-sectional view of a buried storage tank, which is an invention subject to confirmation.
Figure 4 is a cross-sectional view for showing that the final concrete or mortar is poured into the pouring space in Figure 3;
본 발명의 이점 및 특징, 그리고 그것들을 달성하는 방법은 첨부되는 도면과 함께 상세하게 후술되어 있는 실시예들을 참조하면 명확해질 것이다.Advantages and features of the present invention, and a method of achieving them will become apparent with reference to the embodiments described below in detail together with the accompanying drawings.
그러나 본 발명은 이하에서 개시되는 실시예들에 한정되는 것이 아니라 서로 다른 다양한 형태로 구현될 수 있으며, 단지 본 실시예들은 본 발명의 개시가 완전하도록 하고, 본 발명이 속하는 기술분야에서 통상의 지식을 가진 자에게 발명의 범주를 완전하게 알려주기 위해 제공되는 것이며, 본 발명은 청구항의 범주에 의해 정의될 뿐이다. 명세서 전체에 걸쳐 동일 참조 부호는 동일 구성 요소를 지칭한다.However, the present invention is not limited to the embodiments disclosed below, but may be implemented in a variety of different forms, and only these embodiments make the disclosure of the present invention complete, and are common knowledge in the technical field to which the present invention pertains. It is provided to completely inform the scope of the invention to those who have, and the invention is only defined by the scope of the claims. The same reference numerals refer to the same components throughout the specification.
이하, 첨부 도면들을 참고하며 본 발명의 실시예들에 대해 구체적으로 설명하도록 한다.Hereinafter, exemplary embodiments of the present invention will be described in detail with reference to the accompanying drawings.
본 발명에 따른 매립형 저장탱크는 확인대상발명은 통 형태로서 상부만 개방된 밀폐 구조의 외측탱크(100)와, 상기 외측탱크(100)와 사이에 타설공간부(400)가 형성되도록 배치되되, 상기 외측탱크(100)의 바닥면에 접하도록 안착되고 상부에 개구부(210)가 형성된 내측탱크(200), 상단과 하단이 각각 상기 내측탱크(200) 외측면과 외측탱크(100)의 바닥면에 결합됨으로써 상기 타설공간부(400) 하부에 상기 타설공간부와 격리되는 비타설공간부(500)가 형성되도록 하는 지지격벽(300)으로 이루어진 매립형 저장탱크에 관한 것이다.The buried storage tank according to the present invention is arranged such that the invention to be checked is a tubular shape and an outer tank 100 having a closed structure with only an upper portion open, and a pouring space part 400 formed between the outer tank 100 and, An inner tank 200 seated in contact with the bottom surface of the outer tank 100 and having an opening 210 formed at an upper portion thereof, and the upper and lower ends of the inner tank 200 are the outer surface and the bottom surface of the outer tank 100, respectively It relates to a buried storage tank consisting of a support partition wall 300 to form a non-placement space 500, which is isolated from the pouring space part, below the pouring space part 400 by being coupled to.
즉 확인대상발명은, 상기 타설공간부(400)에 콘크리트가 타설되는 경우, 상기 비타설공간부(500)는 콘크리트가 침투하지 못하는 공간부가 유지되고, 상기 타설공간부(400)에만 타설된 콘크리트에 의해 충진되도록 하는 구조이다.That is, the invention to be confirmed is, when concrete is poured into the pouring space part 400, the non-pouring space part 500 maintains a space part through which concrete does not penetrate, and the concrete poured only in the pouring space part 400 It is a structure to be filled by
즉, 지지격벽(300)을 기준으로, 외측은 외측탱크(100) 상부에서 유입되는 콘크리트가 충진되는 타설공간부(400)가 형성되고, 지지격벽(300)을 기준으로, 내측은 외측탱크(100) 상부에서 유입되는 콘크리트가 유입되지 못하여 공간을 유지하는 비타설공간부(500)가 형성된다.That is, based on the support bulkhead 300, the outer side is formed with a pouring space part 400 into which concrete flowing from the upper side of the outer tank 100 is filled, and based on the support bulkhead 300, the inner side is an outer tank ( 100) A non-placement space part 500 that maintains a space is formed because the concrete flowing from the top cannot be introduced.
이때, 내측은 상측에서 타설되는 콘크리트가 유입되지 않는 비타설공간부(500)가 형성된다.At this time, the inner side is formed with a non-placement space 500 in which the concrete poured from the upper side does not flow.
도 2의 도면부호 230은 내측탱크 외주면을 감싸는 벨트이다.Reference numeral 230 of FIG. 2 is a belt surrounding the outer circumferential surface of the inner tank.
본 발명이 속하는 기술분야의 통상의 지식을 가진 자는 본 발명이 그 기술적 사상이나 필수적인 특징을 변경하지 않고서 다른 구체적인 형태로 실시될 수 있다는 것을 이해할 수 있을 것이다. 그러므로 이상에서 기술한 실시예들은 모든 면에서 예시적인 것이며 한정적이 아닌 것으로 이해해야만 한다. 본 발명의 범위는 상기 상세한 설명보다는 후술하는 특허청구의 범위에 의하여 나타내어지며, 특허청구의 범위의 의미 및 범위 그리고 그 균등 개념으로부터 도출되는 모든 변경 또는 변형된 형태가 본 발명의 범위에 포함되는 것으로 해석되어야 한다.Those of ordinary skill in the art to which the present invention pertains will be able to understand that the present invention can be implemented in other specific forms without changing the technical spirit or essential features thereof. Therefore, it should be understood that the embodiments described above are illustrative in all respects and not limiting. The scope of the present invention is indicated by the scope of the claims to be described later rather than the detailed description, and all changes or modified forms derived from the meaning and scope of the claims and their equivalent concepts are included in the scope of the present invention. It must be interpreted.
100: 외측탱크 200: 내측탱크
300: 지지격벽 400: 타설공간부
500: 비타설공간부 230: 벨트
100: outer tank 200: inner tank
300: support bulkhead 400: pour space
500: non-placement space 230: belt

Claims (1)

  1. 통 형태로서 상부만 개방된 밀폐 구조의 외측탱크(100)와,
    상기 외측탱크(100)와 사이에 타설공간부(400)가 형성되도록 배치되되, 상기 외측탱크의 바닥면에 접하도록 안착되고 상부에 개구부(210)가 형성된 내측탱크(200),
    상기 외측탱크(100)의 내부에 수용되고, 상단과 하단이 각각 상기 내측탱크(200) 외측면과 외측탱크(100)의 바닥면에 결합됨으로써 상기 타설공간부(400) 하부에 상기 타설공간부(400)와 격리되는 비타설공간부(500)가 형성되도록 하는 지지격벽(300)으로 이루어진 매립형 저장탱크.
    The outer tank 100 of a closed structure in which only the upper part is opened in a cylindrical shape,
    The inner tank 200 is disposed so as to form a pouring space 400 between the outer tank 100 and the inner tank 200 which is seated in contact with the bottom surface of the outer tank and has an opening 210 formed thereon,
    It is accommodated in the inside of the outer tank 100, and the upper and lower ends are coupled to the outer surface of the inner tank 200 and the bottom surface of the outer tank 100, respectively, so that the pouring space portion under the pouring space 400 A buried storage tank consisting of a support partition wall 300 to form a non-placement space 500 isolated from the 400.
KR1020190012929A 2019-01-31 2019-01-31 Reclamation storage tank KR102201316B1 (en)

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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000191085A (en) 1998-12-28 2000-07-11 Fuji Kako Kk Underground storage tank laying method and underground storage tank laying bed
JP2004083098A (en) 2002-08-28 2004-03-18 Ichikawa Koumuten Co Ltd Tank and its constructing method
KR200460186Y1 (en) * 2011-12-12 2012-05-09 박종운 Subterranean storage tank structure
KR101804537B1 (en) * 2017-05-10 2017-12-04 이동민 Assembly protection barrier of undergrounding storage tank and installation method thereof

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5285914A (en) * 1992-11-24 1994-02-15 Del Zotto William M Above-grade storage vault
JPH092572A (en) * 1995-06-20 1997-01-07 Shimizu Corp Structure of underground tank
KR100472106B1 (en) * 2003-02-10 2005-03-10 (주) 에이엔에스건축사사무소 A concrete absolutely-type merger septic tank structure and an assembly set and the construction way to establish the above-mentioned merger septic tank structure

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000191085A (en) 1998-12-28 2000-07-11 Fuji Kako Kk Underground storage tank laying method and underground storage tank laying bed
JP2004083098A (en) 2002-08-28 2004-03-18 Ichikawa Koumuten Co Ltd Tank and its constructing method
KR200460186Y1 (en) * 2011-12-12 2012-05-09 박종운 Subterranean storage tank structure
KR101804537B1 (en) * 2017-05-10 2017-12-04 이동민 Assembly protection barrier of undergrounding storage tank and installation method thereof

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