KR100406084B1 - Enclosure wall body of water source and sewage disposal plant and construction method thereof - Google Patents
Enclosure wall body of water source and sewage disposal plant and construction method thereof Download PDFInfo
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- KR100406084B1 KR100406084B1 KR1019990013071A KR19990013071A KR100406084B1 KR 100406084 B1 KR100406084 B1 KR 100406084B1 KR 1019990013071 A KR1019990013071 A KR 1019990013071A KR 19990013071 A KR19990013071 A KR 19990013071A KR 100406084 B1 KR100406084 B1 KR 100406084B1
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- sewage treatment
- treatment plant
- partition wall
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- A—HUMAN NECESSITIES
- A61—MEDICAL OR VETERINARY SCIENCE; HYGIENE
- A61M—DEVICES FOR INTRODUCING MEDIA INTO, OR ONTO, THE BODY; DEVICES FOR TRANSDUCING BODY MEDIA OR FOR TAKING MEDIA FROM THE BODY; DEVICES FOR PRODUCING OR ENDING SLEEP OR STUPOR
- A61M5/00—Devices for bringing media into the body in a subcutaneous, intra-vascular or intramuscular way; Accessories therefor, e.g. filling or cleaning devices, arm-rests
- A61M5/178—Syringes
- A61M5/20—Automatic syringes, e.g. with automatically actuated piston rod, with automatic needle injection, filling automatically
- A61M5/2033—Spring-loaded one-shot injectors with or without automatic needle insertion
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- A—HUMAN NECESSITIES
- A61—MEDICAL OR VETERINARY SCIENCE; HYGIENE
- A61M—DEVICES FOR INTRODUCING MEDIA INTO, OR ONTO, THE BODY; DEVICES FOR TRANSDUCING BODY MEDIA OR FOR TAKING MEDIA FROM THE BODY; DEVICES FOR PRODUCING OR ENDING SLEEP OR STUPOR
- A61M5/00—Devices for bringing media into the body in a subcutaneous, intra-vascular or intramuscular way; Accessories therefor, e.g. filling or cleaning devices, arm-rests
- A61M5/46—Devices for bringing media into the body in a subcutaneous, intra-vascular or intramuscular way; Accessories therefor, e.g. filling or cleaning devices, arm-rests having means for controlling depth of insertion
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- A—HUMAN NECESSITIES
- A61—MEDICAL OR VETERINARY SCIENCE; HYGIENE
- A61M—DEVICES FOR INTRODUCING MEDIA INTO, OR ONTO, THE BODY; DEVICES FOR TRANSDUCING BODY MEDIA OR FOR TAKING MEDIA FROM THE BODY; DEVICES FOR PRODUCING OR ENDING SLEEP OR STUPOR
- A61M2205/00—General characteristics of the apparatus
- A61M2205/27—General characteristics of the apparatus preventing use
- A61M2205/273—General characteristics of the apparatus preventing use preventing reuse, e.g. of disposables
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- Health & Medical Sciences (AREA)
- Vascular Medicine (AREA)
- Engineering & Computer Science (AREA)
- Anesthesiology (AREA)
- Biomedical Technology (AREA)
- Heart & Thoracic Surgery (AREA)
- Hematology (AREA)
- Life Sciences & Earth Sciences (AREA)
- Animal Behavior & Ethology (AREA)
- General Health & Medical Sciences (AREA)
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Abstract
Description
본 발명은 공사기간을 단축하면서도 물에 부식되지 않고 수압을 충분히 지탱할 수 있는 상수 및 하수처리장의 간막이 벽체 및 그의 시공방법에 관한 것이다.The present invention relates to a partition wall of a constant and sewage treatment plant capable of sustaining water pressure without being corroded by water while shortening a construction period, and a construction method thereof.
상수 및 하수처리장에서 간막이 벽체는 수압을 충분히 지탱하여야 할 뿐 아니라, 물에 부식되지 않는 소재로 축조되어야 할 필요성이 있다. 철근콘크리트 벽체는 수압을 충분히 지탱할 뿐 아니라, 물에 부식되지 않는 소재이다. 이러한 이유로 간막이 벽체를 철근콘크리트로 축조하는 것은 상수 및 하수처리장의 기술분야에 종사하는 사람들에게 지극히 당연한 것으로 인식되어 있다.In water and sewage treatment plants, the partition walls need not only support sufficient water pressure but also need to be constructed of materials that are not corrosive to water. Reinforced concrete walls not only support enough water pressure, but also are not corrosive to water. For this reason, it is recognized that the construction of partition walls with reinforced concrete is only natural for those working in the technical fields of water and sewage treatment plants.
그러나, 이러한 철근콘크리트 벽체는 거푸집의 설치, 철근의 배치, 콘크리트의 타설 및 양생과 거푸집의 해체로 이어지는 일련의 공정으로 인하여 전반적인 공사기간이 길어지는 결함을 내재적으로 가지고 있다. 이러한 결함은 이미 가동되고 있는 상수 및 하수처리장에서 새로운 환경의 변화로 인하여 간막이 벽체를 새로이 설치하거나 변경시키고자 할 때에 커다란 단점이 된다.However, these reinforced concrete walls inherently have defects that increase the overall construction period due to a series of processes leading to installation of formwork, placement of reinforcing bars, concrete placement, and curing and dismantling of formwork. This defect is a major disadvantage when attempting to install or change a partition wall due to a new environment change in the existing water and sewage treatment plants.
왜냐하면, 이미 가동중인 상수 및 하수처리장에서 진행되는 공사는 신속하게 완료되어야 할 필요가 있기 때문이다. 그럼에도 불구하고, 상수 및 하수의 처리장에서는 이러한 문제점을 해결하지 못하고 있었던 것이 현실이었다.This is because the work in the water and sewage treatment plants already in operation need to be completed quickly. Nevertheless, the reality has been that these problems have not been solved in water treatment plants.
본 발명의 목적은 수압을 충분히 지탱하면서 물에 부식되지 않을 뿐 아니라 공사기간을 크게 단축할 수 있도록 하는 상수 및 하수처리장의 간막이 벽체 및 그의 시공방법을 제공하는 데 있다.SUMMARY OF THE INVENTION An object of the present invention is to provide a partition wall of a constant and sewage treatment plant and a construction method thereof, which can not only corrode water but sufficiently shorten the construction period while sufficiently supporting the hydraulic pressure.
도1은 본 발명의 간막이 벽체를 나타낸 사시도1 is a perspective view showing a partition wall of the present invention
도2는 본 발명의 간막이 벽체를 나타낸 정면도Figure 2 is a front view showing the partition wall of the present invention
도3은 본 발명의 간막이 벽체를 나타낸 일측 단면도Figure 3 is a cross-sectional side view showing a partition wall of the present invention
도4는 본 발명의 또 다른 간막이 벽체를 나타낸 일측 단면도Figure 4 is a cross-sectional side view showing another partition wall of the present invention
도5a, 도5b, 도5c는 본 발명의 간막이 벽체를 시공하는 작업공정을 단계별로 나타낸 것임Figures 5a, 5b, 5c is a step-by-step showing the work process for constructing the partition wall of the present invention
<도면의 주요부분에 대한 부호의 설명><Description of Symbols for Main Parts of Drawings>
10: 간막이 벽체 11: 앵커볼트 11a: 돌출나사10: partition wall 11: anchor bolt 11a: protrusion screw
11b: 고정너트 12: 지지형강 12a: 앵글11b: fixing nut 12: support steel 12a: angle
12b: 찬넬 13: 판재의 끼움홈부 14: 합성수지 중공판재12b: channel 13: sheet groove of plate 14: hollow plastic sheet
14a: 중공부 15: 연결용 H형강 16: 고정볼트14a: hollow portion 15: H-shaped steel 16: connection bolt
17: 덮개용 찬넬 A: 물의 통로17: Covering channel A: passage of water
이하, 본 발명의 기술구성을 설명하면 다음과 같다.Hereinafter, the technical configuration of the present invention will be described.
본 발명의 시공방법은 도5a 내지 도5c의 도시와 같이 상수 및 하수처리장(2)의 바탕면(21)에 소정의 위치마다 바탕구멍(22)들을 뚫고 그 바탕구멍(22)들에 앵커볼트(11)들을 매립하여 고정시키며, 상기 앵커볼트(11)들에 지지형강(12)들을 관통시켜서 고정하여 판재의 끼움홈부(13)를 형성하고, 상기 판재의 끼움홈부(13)들 내에 그 중간부에 소정의 간격마다 중공부(14a)가 형성되는 합성수지 중공판재(14)의 마구리들을 끼워서 고정시키는 공정들을 통하여 상수 및 하수처리장의 간막이 벽체(10)를 시공하는 것을 그 기술구성상의 특징으로 하는 것이며;In the construction method of the present invention, as shown in Figs. 5A to 5C, the base holes 22 are drilled at predetermined positions on the base surface 21 of the constant and sewage treatment plant 2, and anchor bolts are formed on the base holes 22. (11) is buried and fixed, the fixing bolts 12 are fixed to the anchor bolts (11) to form a fitting groove portion (13) of the plate, the middle of the fitting grooves (13) of the plate The construction of the partition wall 10 of the water and sewage treatment plant is characterized by the process of fitting and fixing the corners of the synthetic resin hollow plate 14 having the hollow portion 14a formed at predetermined intervals. Will;
본 발명의 간막이 벽체(10)는 상수 및 하수처리장(2)의 바탕면(21)에 소정의 위치마다 뚫려지는 바탕구멍(22)들에 매립되어 고정되는 앵커볼트(11)들과, 상기 앵커볼트(11)들에 관통되어서 고정된 지지형강(12)들로 형성되는 판재의 끼움홈부(13)와, 상기 판재의 끼움홈부(13)들 내에 그 마구리들이 끼워져서 고정되며 그 중간부에는 소정의 간격마다 중공부(14a)가 길게 형성되는 합성수지 중공판재(14)로 구성되는 것을 그 기술구성상의 특징으로 하는 것이다.The partition wall 10 of the present invention includes anchor bolts 11 that are embedded and fixed in the base holes 22 that are drilled at predetermined positions on the base surface 21 of the constant and sewage treatment plant 2, and the anchors. The fitting grooves 13 of the plate formed of the supporting steels 12 penetrated by the bolts 11 and the grooves are fixed to the fitting grooves 13 of the plate, and fixed to the middle part thereof. It is characterized by the technical construction that the hollow part 14a is formed of a synthetic resin hollow plate 14 having a long length at intervals of.
이와 같이 구성되는 본 발명은 첫째 앵커볼트(11)를 이용하여 지지형강(12)을 상수 및 하수처리장(2)의 바탕면(21)에 견고하게 고정하여 형성되는 판재의 끼움홈부(13)에 합성수지 중공판재(14)의 마구리들을 끼우는 조립식 건식공법으로 상수 및 하수처리장의 간막이 벽체(10)를 완성하므로 전체적인 공사기간을 크게 단축시키고, 둘째, 중공부(14a)가 형성되는 합성수지 중공판재(14)로 간막이 벽체(10)를 구성하므로 물에 부식되지 않을 뿐 아니라, 단면2차 모멘트가 커져서 비교적 커다란 수압을 충분히 지탱할 수 있는 효과를 가진다.The present invention configured as described above uses the anchor bolt 11 to support the steel plate 12 is formed in the fitting groove 13 of the plate formed by firmly fixed to the constant surface and the base surface 21 of the sewage treatment plant (2). The synthetic resin hollow plate (14a) is greatly shortened the overall construction period by completing the partition wall 10 of the water and sewage treatment plant by the prefabricated dry method of fitting the ridges of the synthetic resin hollow plate (14) (14) Since the diaphragm 10 constitutes the wall 10, the membrane 10 is not corroded to water, and the secondary moment of the cross section is increased to sufficiently support a relatively large hydraulic pressure.
이하, 본 발명의 실시예를 통하여 본 발명의 기술구성을 구체적으로 살펴보면 다음과 같다.Hereinafter, looking at the technical configuration of the present invention through the embodiment of the present invention in detail.
도1 내지 도3에 도시되는 본 발명의 실시예도 상수 및 하수처리장(2)의 바탕면(21)에 소정의 위치마다 뚫려지는 바탕구멍(22)들에 매립되어 고정되는 앵커볼트(11)과, 상기 앵커볼트(11)들에 관통되어서 고정된 지지형강(12)들로 형성되는 판재의 끼움홈부(13)와, 상기 판재의 끼움홈부(13)들 내에 그 마구리들이 끼워져서 고정되며 그 중간부에는 소정의 간격마다 중공부(14a)가 길게 형성되는 합성수지 중공판재(14)로 구성되는 상수 및 하수처리장의 간막이 벽체(10)라는 점에서 본 발명의 기술적인 기술사상을 구현하는 것이다.An embodiment of the present invention shown in Figures 1 to 3 is also anchor bolt 11 is embedded in and fixed to the base holes 22 that are drilled at predetermined positions on the base surface 21 of the constant and sewage treatment plant 2 and The fitting grooves 13 of the plate formed of the supporting steels 12 penetrated by the anchor bolts 11 and the grooves are fixed in the fitting grooves 13 of the plate and fixed in the middle thereof. The technical features of the present invention are realized in that the partition wall of the constant and sewage treatment plant composed of a synthetic resin hollow plate member 14 having a hollow portion 14a formed at predetermined intervals is a wall 10.
상기 앵커볼트(11)로 지지형강(12)을 고정하는 것은 여러 가지 다양한 구조를 가질 수 있으나, 본 실시예에서는 바탕면(21)에 뚫려지는 바탕구멍(22)에 매립되는 앵커볼트(11)의 돌출나사(11a)가 지지형강(12)을 관통하여 고정너트(11b)로서 고정되는 구조를 가지는 것으로 예시된다. 이 앵커볼트(11)의 돌출나사(11a) 및 고정너트(11b)는 가급적 스테인레스 스틸과 같이 물에 부식되지 않으면서 강도가 우수한 소재로 제작되는 것이 바람직하다.Fixing the supporting steel 12 by the anchor bolt 11 may have a variety of structures, in this embodiment anchor bolt 11 embedded in the base hole 22 to be drilled in the base surface 21 Protruding screw 11a is exemplified as having a structure in which the protruding screw 11a penetrates the supporting steel 12 and is fixed as the fixing nut 11b. The protruding screw 11a and the fixing nut 11b of the anchor bolt 11 are preferably made of a material having excellent strength without being corroded to water such as stainless steel.
본 실시예에서, 상기 지지형강(12)은 도3의 도시와 같이 2개의 앵글(12a)이 소정의 간격을 두고 앵커볼트(11)로 바탕면(21)에 고정되어서 그 2개의 앵글 사이에 상기 판재의 끼움홈부(13)가 형성되도록 하였으나, 상기 지지형강(12)은 도4의 도시와 같이 하나의 찬넬(12b)이 앵커볼트(11)로 바탕면(21)에 고정되어서 그 찬넬의 웨브에 상기 판재의 끼움홈부(13)가 형성되도록 할 수도 있음을 밝혀 둔다.In the present embodiment, the supporting steel 12 has two angles 12a fixed to the base surface 21 with anchor bolts 11 at predetermined intervals, as shown in FIG. 3, between the two angles. Although the fitting groove 13 of the plate is formed, the supporting steel 12 has one channel 12b fixed to the base surface 21 by an anchor bolt 11 as shown in FIG. It will be appreciated that the fitting groove 13 of the plate may be formed in the web.
그리고, 상기 지지형강(12)은 스테인레스 스틸이나 합성수지와 같이 물에 부식되지 않는 소재로 제작되는 것이 바람직하다.In addition, the support steel 12 is preferably made of a material that does not corrode in water, such as stainless steel or synthetic resin.
여기에서, 바탕면(21)은 앵커볼트(11)로 지지형강(12)이 고정되는 면을 지칭하는 것으로서, 경우에 따라서 상수 및 하수처리장(2)의 벽면, 바닥면 또는 천정면이 될 수 있다.Here, the base surface 21 refers to a surface on which the support steel 12 is fixed by the anchor bolt 11, and may be a wall surface, a bottom surface, or a ceiling surface of the constant and sewage treatment plant 2 in some cases. have.
상기 합성수지 중공판재(14)는 운송상의 문제로 인하여 그 크기에 제한을 받는다. 따라서, 하나의 간막이 벽체(10)는 여러 장으로 분할 형성된 합성수지 중공판재(14)들이 이어져서 구성된다. 이러한 합성수지 중공판재(14)들의 마구리를 도2 및 도3의 도시와 같이 상기 지지형강(12)들을 포함하여 그 지지형강들의 내측에 종횡으로 배치되는 연결용 H형강(15)들로서 형성되는 판재의 끼움홈부(13) 내에 끼워서 연결되도록 한다.The synthetic resin hollow plate 14 is limited in size due to transportation problems. Thus, one partition wall 10 is composed of a synthetic resin hollow plate member 14 formed by dividing into several sheets. As shown in Figs. 2 and 3, the sheet of synthetic resin hollow plate members 14 is formed as H-shaped steels 15 for connection, which are disposed laterally and horizontally inside the supporting steels, including the supporting steels 12. Fit into the fitting groove 13 to be connected.
여기에서, 상기 합성수지 중공판재(14)들이 끼워지는 판재의 끼움홈부(13)를 형성하는 지지형강(12), 또는 연결용 H형강(15)들에는 고정볼트(16)를 사용하여 합성수지 중공판재(14)의 마구리들과 견고하게 고정되도록 함이 바람직하다.Here, the synthetic hollow sheet using a fixing bolt 16 to the support-shaped steel 12, or the H-shaped steel 15 for the connection to form the fitting groove 13 of the plate into which the synthetic hollow sheet 14 is fitted It is desirable to be firmly fixed with the ends of (14).
또, 상기 합성수지 중공판재(14)들 중 최상단에 위치하는 합성수지 중공판재들의 상부 마구리를 덮개용 찬넬(17)들 내에 끼워맞추고 관통되는 고정볼트(16)를로서 결착시켜서 덮여지게 할 수도 있음을 밝혀둔다.In addition, it was found that the upper edges of the synthetic resin hollow plates, which are positioned at the top of the synthetic resin hollow plates 14, may be fitted into the cover channels 17, and the fixing bolts 16 may be fixed as a cover to be covered. Put it.
한편, 상수 및 하수처리장의 간막이 벽체(10)는 도1의 도시와 같이, 물의 흐름을 유도하기 위하여 하부모서리 또는 상부모서리에 물의 통로(A)를 형성할 필요가 있다. 이때, 물의 통로(A)에는 앵커볼트(11)로서 바탕면(21)에 고정되는 지지형강(12)들이 배치되지 않도록 하는 것이 바람직하다.On the other hand, the partition wall 10 of the water and sewage treatment plant needs to form a water passage A in the lower or upper corners as shown in FIG. 1 to induce the flow of water. At this time, it is preferable that the supporting steels 12 fixed to the base surface 21 as anchor bolts 11 are not disposed in the passage A of water.
이와 같이 구성되는 본 발명은 조립식 건식공법으로 상수 및 하수처리장의 간막이 벽체를 완성하므로, 전체적인 공사기간을 크게 단축시켜 주며, 단면2차 모멘트가 큰 단면형상을 가지는 합성수지 중공판재로 간막이 벽체를 구성하므로 물에 부식되지 않을 뿐 아니라 상수 및 하수처리장내부의 수압을 충분히 지탱할 수 있는 효과를 가지는 매우 유용한 것이다.The present invention constituted as described above completes the partition wall of the water and sewage treatment plant by the prefabricated dry method, thereby greatly shortening the overall construction period, and since the partition wall is made of a synthetic resin hollow plate having a cross-sectional shape with a large cross section secondary moment. Not only is it corrosive to water, it is very useful to have sufficient effects to sustain the water pressure in the water and the sewage treatment plant.
Claims (5)
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KR1019990013071A KR100406084B1 (en) | 1999-04-13 | 1999-04-13 | Enclosure wall body of water source and sewage disposal plant and construction method thereof |
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KR1019990013071A KR100406084B1 (en) | 1999-04-13 | 1999-04-13 | Enclosure wall body of water source and sewage disposal plant and construction method thereof |
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KR19990064576A KR19990064576A (en) | 1999-08-05 |
KR100406084B1 true KR100406084B1 (en) | 2003-11-17 |
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KR100993334B1 (en) * | 2009-12-09 | 2010-11-09 | (주) 선암기술연구소 | Structure for separation rain or dirty water and methode there of |
KR101017676B1 (en) | 2010-07-06 | 2011-02-25 | 수엔비텍 주식회사 | Partition wall for water disposal plant |
KR101158034B1 (en) * | 2010-06-30 | 2012-06-22 | (주) 선암기술연구소 | Structure for separation rain or dirty water and methode there of |
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KR101286255B1 (en) | 2013-03-14 | 2013-07-15 | 주식회사 성지기공 | Water treatment plant of the guide wall assembly structure and construction method thereof |
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1999
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KR100993334B1 (en) * | 2009-12-09 | 2010-11-09 | (주) 선암기술연구소 | Structure for separation rain or dirty water and methode there of |
KR101158034B1 (en) * | 2010-06-30 | 2012-06-22 | (주) 선암기술연구소 | Structure for separation rain or dirty water and methode there of |
KR101017676B1 (en) | 2010-07-06 | 2011-02-25 | 수엔비텍 주식회사 | Partition wall for water disposal plant |
KR101274603B1 (en) * | 2010-07-23 | 2013-06-14 | 주식회사 창우엔바이로 | Stop and flow wall of cleaning bed |
KR101286255B1 (en) | 2013-03-14 | 2013-07-15 | 주식회사 성지기공 | Water treatment plant of the guide wall assembly structure and construction method thereof |
KR101374423B1 (en) * | 2013-10-31 | 2014-03-13 | 주식회사 한국종합기술 | Open and close type training wall |
KR101858838B1 (en) * | 2016-10-25 | 2018-05-17 | 김현숙 | A Reinforcing Device For Separation Wall |
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