KR200291960Y1 - Metal Sump - Google Patents
Metal Sump Download PDFInfo
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- KR200291960Y1 KR200291960Y1 KR2020020021823U KR20020021823U KR200291960Y1 KR 200291960 Y1 KR200291960 Y1 KR 200291960Y1 KR 2020020021823 U KR2020020021823 U KR 2020020021823U KR 20020021823 U KR20020021823 U KR 20020021823U KR 200291960 Y1 KR200291960 Y1 KR 200291960Y1
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- concrete
- sump
- collecting well
- metal
- key
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- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
본 고안은 집수정에 관한 것으로, 상부가 개방되고 외주에는 철근배근과 연결되는 통공(12)이 다수개 형성된 전단키(14)가 수평으로 상/하 이격되어 설치되고, 하부에는 하향으로 개방된 요입부(16)를 형성하며, 상기 요입부(16) 내부에는 앵글(18)을 교차로 설치함과 아울러 접합키(20)를 사용하여 무수축 콘크리트(22)를 충진한 것을 특징으로 하는 금속재 집수정을 제공함으로써, 완성된 상태로 건물시공현장에 설치되어 설치를 위한 공사기간 및 비용이 대폭 감소되고, 구조가 간단하면서 지내력에 견딜 수 있으므로 설치비용이 대폭감소되는 효과가 있다.The present invention relates to a water collecting well, the top of which is open and the outer circumference of the shear key 14 formed with a plurality of through-holes 12 connected to the reinforcement is installed horizontally spaced up / down, the lower opening downwards An inlet 16 is formed, and the concave inlet 16 is provided with an angle 18 at the intersection, and a metal collecting well, which is filled with non-concrete concrete 22 by using a joining key 20. By providing it, it is installed in the building construction site in a completed state, and the construction period and cost for the installation are greatly reduced, and the structure is simple and can withstand the bearing force, thereby reducing the installation cost significantly.
Description
본 고안은 금속재 집수정에 관한 것으로, 보다 상세하게는 금속재 집수정의 외주에 수평으로 전단키를 설치하고, 하부에는 하향으로 개방된 요입부를 형성하고, 요입부의 내부에는 강성 보강용 앵글을 교차시켜 장착함과 아울러 접합키를 사용하여 무수축콘크리트를 충진함으로써, 구조가 간단하면서 완성된 상태로 건물시공현장에 설치되므로 공사기간 및 비용을 대폭 감소시킬 수 있도록 하는 금속재 집수정에 관한 것이다.The present invention relates to a metal collecting well, and more specifically, a shear key is installed horizontally on the outer circumference of the metal collecting well, and a lower recess is formed in the lower part, and the rigid reinforcing angle is crossed inside the recess. In addition, by filling the non-concrete concrete using the bonding key, the metal collection basin is to be installed in the building construction site in a simple and completed state, which can significantly reduce the construction period and cost.
일반적으로, 건물 최하부가 주변 수면보다 낮은 건물에는 그 최하부에 집수정을 설치하여, 공사가 진행 중일 경우에는 공사현장의 우수와 지하수를 모아 양수를 하는데 사용하고, 건물의 완성 이후에는 건물내의 청소용 물 또는 누수에 대비하는 비상용 양수를 위하여 사용한다.In general, a water collecting well is installed at the bottom of a building where the lower part of the building is lower than the surrounding water level, and when the construction is underway, the water is collected and used to collect the rainwater and groundwater at the construction site. Or use it for emergency pumping to prevent leakage.
이와 같은 목적으로 사용되는 종래의 집수정은 바닥에 터파기를 한 후 철근콘크리트로써 구조를 형성하게 되는데, 상기 집수정은 매트슬래브의 일부로서 지내력에 저항하여야 하는 구조적인 목적과 지하수 또는 우수를 모아 외부로 펌핑하는 집수정이라는 기능상의 목적을 만족해야 하므로, 거의 대부분 설계에서 집수정의 구성을 바닥 매트슬래브 두께와 동일한 두께의 철근콘크리트 구조로 형성하고 있다.Conventional water collection wells used for this purpose are formed by reinforcing concrete after digging in the bottom, the water collecting wells are a part of the mat slab to collect the structural purpose and groundwater or rainwater to resist the bearing capacity Since the functional purpose of the sump pumping by the furnace must be satisfied, the design of the sump is almost reinforced with a reinforced concrete structure having the same thickness as the floor mat slab thickness.
그러나, 이러한 형상의 집수정은 철근콘크리트 작업을 수행하는데 많은 작업시간이 소요되며 좋은 품질을 확보하기가 어려운 문제점이 있으며, 위치가 맞지 않을 경우는 조정하기가 불가능한 문제점이 있었으며, 이러한 이유로 집수정 설치를 위한 작업이 거의 지하1개층 공기가 소요되는 경우도 많으며 공사비용이 여타의 철근콘크리트 부분보다 많이 소요되는 문제점이 있었다.However, this type of collection well has a problem that it takes a lot of work time to perform the reinforced concrete work, it is difficult to ensure good quality, there is a problem that it is impossible to adjust if the position is not correct, for this reason There is a problem that the work for the first time almost one floor of the air is required and the construction cost is more than other reinforced concrete parts.
상기한 바와 같은 문제점을 해결하기 위한 본 고안의 목적은 집수정의 외주에 수평으로 전단키를 설치하고, 하부에는 하향으로 개방된 요입부를 형성하고, 요입부의 내부에는 앵글을 교차시켜 장착함과 아울러 접합키를 사용하여 무수축콘크리트를 충진함으로써, 구조가 간단하면서 완성된 상태로 건물시공현장에 설치되므로 공사기간 및 비용을 대폭 감소시킬 수 있도록 하는 금속재 집수정을 제공하는 데 있다.An object of the present invention for solving the problems as described above is to install a shear key horizontally on the outer periphery of the sump, and to form a recess in the bottom opening downwards, and to install and join the angle in the recess By filling the non-concrete concrete with a key, it is to provide a metal sump to reduce the construction period and cost, since the structure is installed at the building construction site in a simple and completed state.
도 1a는 본 고안에 따른 금속재 집수정을 나타내는 부분 절개 사시도Figure 1a is a partial cutaway perspective view showing a metal collecting well according to the present invention
도 1b는 본 고안에 따른 금속재 집수정을 나타내는 평면도Figure 1b is a plan view showing a metal collecting well according to the present invention
*도면의 주요부분에 대한 부호의 설명** Description of the symbols for the main parts of the drawings *
12 : 통공 14 : 전단키12: through hole 14: shear key
16 : 요입부 18 : 앵글16: recessed part 18: angle
20 : 접합키 22 : 무수축 콘크리트20: bonding key 22: non-contraction concrete
30 : 집수정30: sump
이와 같은 목적을 달성하기 위한 본 고안의 실시예를 하기에서 첨부된 도면을 참조하여 살펴본다.An embodiment of the present invention for achieving the above object will be described with reference to the accompanying drawings.
도 1a는 본 고안에 따른 금속재 집수정을 나타내는 부분 절개 사시도이고, 도 1b는 본 고안에 따른 금속재 집수정을 나타내는 평면도이다.Figure 1a is a partially cut perspective view showing a metal sump according to the present invention, Figure 1b is a plan view showing a metal sump according to the present invention.
본 고안에 따른 금속재 집수정은 상부가 개방되고 외주에 철근배근(미도시_과 연결되는 통공(12)이 다수개 형성된 전단키(14)가 수평으로 상/하 이격되어 설치되고, 하부에는 하향으로 개방된 요입부(16)를 형성하며, 상기 요입부(16) 내부에는 앵글(18)을 교차로 설치함과 아울러 접합키(20)를 사용하여 무수축 콘크리트(22)를 충진한 것이다.Metal collection well according to the present invention is the top is open and the shear key (14) formed with a plurality of through holes 12 connected to the reinforcement (not shown in the _ is horizontally spaced up and down spaced apart, the bottom downward An open concave portion 16 is formed, and the concave portion 16 is filled with non-contraction concrete 22 by using an angle 18 at an intersection and using a joining key 20.
그리고, 상기 집수정(30)은 부식을 방지하기 위하여 제작 완료 후 산처리로 녹을 제거하고, 대형 아연도금 로(爐)를 이용하여 Hot-deep Galvanizing 처리를 한다.In addition, the sump 30 is removed by acid treatment after the production is completed in order to prevent corrosion, and hot-deep galvanizing treatment using a large zinc plating furnace (爐).
이와 같이 구성된 본 고안에 따른 집수정의 설치예를 살펴보면, 우선 집수정(30)이 삽입될 수 있도록 터파기를 한 후, 집수정(30)의 하부에 자갈이나 모래등을 포설하여 수평으로 배치하고, 전단키(14)의 통공(12)으로 매트슬래브용 철근을 정착시키며, 집수정(30) 주위에 철근을 보강한 후 매트슬래브 작업을 수행함으로써, 집수정(30)을 매트슬래브와 함께 동시에 설치한다.Looking at the installation example of the sump according to the present invention configured as described above, first to dig so that the sump (30) can be inserted, then laid gravel or sand on the lower part of the sump (30) and placed horizontally To fix the reinforcing bars for the mat slab with the through-hole 12 of the shear key 14, reinforcing the reinforcing bar around the sump (30) and then performing the mat slab, by installing the sump (30) at the same time with the mat slab do.
상기한 바와 같이 구성된 집수정에 의하면 물이 많은 최저지반에서의 공사를 간편하고 신속하게 구현하므로서 위험요소가 많은 지하공사 기간을 단축하고, 과도한 철근콘크리트 구조물을 금속재로 대체함으로서 공사비를 절감할 수 있게 되며, 완성품을 설치함으로서 기존 공법에서 소요되는 공기에 비해 약 10% 정도로 감소할 수 있게 되는 효과가 있다.According to the water collecting well configured as described above, it is possible to reduce the cost of construction by simply and quickly implementing the construction on the low ground with a lot of water, and to reduce the construction time by reducing the period of high risk concrete construction and replacing the excessive reinforced concrete structures with metal materials. By installing the finished product, there is an effect that can be reduced by about 10% compared to the air required by the existing method.
또한, 상기한 본 고안에 의하면 전단키에 의하여 하중이 매트슬래브로 전달되고, 앵글에 의하여 강성이 보강되며, 전단키를 2중으로 설치하여 매트슬래브와 일체성 확보 및 콘크리트 측압에 견딜 수 있도록 하고, 집수정의 하부는 무수축 콘크리트로 피복되어 있어서 지하수 또는 지중의 불확실성이 있는 화학 성분으로부터 집수정을 보호한다.Further, according to the present invention described above, the load is transmitted to the mat slab by the shear key, the rigidity is reinforced by the angle, and the double shear key is installed to ensure the integrity of the mat slab and to withstand the concrete side pressure, and the water collecting well The lower part of is covered with non-contraction concrete to protect the sump from chemicals with groundwater or underground uncertainties.
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Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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KR2020020021823U KR200291960Y1 (en) | 2002-07-22 | 2002-07-22 | Metal Sump |
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KR2020020021823U KR200291960Y1 (en) | 2002-07-22 | 2002-07-22 | Metal Sump |
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Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100766850B1 (en) | 2006-09-29 | 2007-10-17 | 박옥교 | Sump system setting method |
KR100805967B1 (en) | 2006-12-01 | 2008-02-25 | 박옥교 | Combination structure of sump |
KR100821742B1 (en) * | 2006-11-20 | 2008-04-14 | 박옥교 | Vertical reinforcement sump system |
KR200453495Y1 (en) * | 2008-07-31 | 2011-05-17 | 덕창시스템 주식회사 | Steel sump |
KR101341187B1 (en) * | 2012-07-25 | 2013-12-12 | 예원엔지니어링(주) | Fluid containing device |
WO2015080353A1 (en) * | 2013-11-26 | 2015-06-04 | 한국지질자원연구원 | High-pressure fluid storage tank and construction method thereof |
WO2015080354A1 (en) * | 2013-11-26 | 2015-06-04 | 한국지질자원연구원 | High-pressure fluid storage system and construction method therefor |
CN105940169A (en) * | 2013-11-26 | 2016-09-14 | 韩国地质资源研究院 | High-pressure fluid storage system and construction method therefor |
KR101959442B1 (en) | 2017-11-03 | 2019-03-18 | 이시훈 | Pipe assembly |
-
2002
- 2002-07-22 KR KR2020020021823U patent/KR200291960Y1/en not_active IP Right Cessation
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100766850B1 (en) | 2006-09-29 | 2007-10-17 | 박옥교 | Sump system setting method |
KR100821742B1 (en) * | 2006-11-20 | 2008-04-14 | 박옥교 | Vertical reinforcement sump system |
KR100805967B1 (en) | 2006-12-01 | 2008-02-25 | 박옥교 | Combination structure of sump |
KR200453495Y1 (en) * | 2008-07-31 | 2011-05-17 | 덕창시스템 주식회사 | Steel sump |
KR101341187B1 (en) * | 2012-07-25 | 2013-12-12 | 예원엔지니어링(주) | Fluid containing device |
WO2015080353A1 (en) * | 2013-11-26 | 2015-06-04 | 한국지질자원연구원 | High-pressure fluid storage tank and construction method thereof |
WO2015080354A1 (en) * | 2013-11-26 | 2015-06-04 | 한국지질자원연구원 | High-pressure fluid storage system and construction method therefor |
CN105940169A (en) * | 2013-11-26 | 2016-09-14 | 韩国地质资源研究院 | High-pressure fluid storage system and construction method therefor |
KR101959442B1 (en) | 2017-11-03 | 2019-03-18 | 이시훈 | Pipe assembly |
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