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 PDF

Info

Publication number
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
Authority
KR
South Korea
Prior art keywords
sewage treatment
treatment plant
partition wall
plate
fixed
Prior art date
Application number
KR1019990013071A
Other languages
Korean (ko)
Other versions
KR19990064576A (en
Inventor
변무원
Original Assignee
변무원
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=37422689&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=KR100406084(B1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by 변무원 filed Critical 변무원
Priority to KR1019990013071A priority Critical patent/KR100406084B1/en
Publication of KR19990064576A publication Critical patent/KR19990064576A/en
Application granted granted Critical
Publication of KR100406084B1 publication Critical patent/KR100406084B1/en

Links

Classifications

    • AHUMAN NECESSITIES
    • A61MEDICAL OR VETERINARY SCIENCE; HYGIENE
    • A61MDEVICES 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
    • A61M5/00Devices for bringing media into the body in a subcutaneous, intra-vascular or intramuscular way; Accessories therefor, e.g. filling or cleaning devices, arm-rests
    • A61M5/178Syringes
    • A61M5/20Automatic syringes, e.g. with automatically actuated piston rod, with automatic needle injection, filling automatically
    • A61M5/2033Spring-loaded one-shot injectors with or without automatic needle insertion
    • AHUMAN NECESSITIES
    • A61MEDICAL OR VETERINARY SCIENCE; HYGIENE
    • A61MDEVICES 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
    • A61M5/00Devices for bringing media into the body in a subcutaneous, intra-vascular or intramuscular way; Accessories therefor, e.g. filling or cleaning devices, arm-rests
    • A61M5/46Devices 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
    • AHUMAN NECESSITIES
    • A61MEDICAL OR VETERINARY SCIENCE; HYGIENE
    • A61MDEVICES 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
    • A61M2205/00General characteristics of the apparatus
    • A61M2205/27General characteristics of the apparatus preventing use
    • A61M2205/273General characteristics of the apparatus preventing use preventing reuse, e.g. of disposables

Landscapes

  • 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)
  • Public Health (AREA)
  • Veterinary Medicine (AREA)
  • Revetment (AREA)
  • Sewage (AREA)

Abstract

PURPOSE: An enclosure wall body of a water source and sewage disposal plant and a construction method thereof are provided to sufficiently bear up water pressure, prevent corrosion by water, and remarkably reduce a term of works. CONSTITUTION: An enclosure wall body of a water source and sewage disposal plant comprises anchor bolts(11) fixed in ground holes bored in a ground surface(21) of the water source and sewage disposal plant; plate-fitting groove parts formed by support shape steels(12) pierced by the anchor bolt and fixed; and synthetic resin hollow plates(14) end headers of which are fitted in the plate-fitting groove parts. Hollow parts are longitudinally formed to the middle parts of the synthetic resin hollow plates at predetermined intervals.

Description

상수 및 하수처리장의 간막이 벽체 및 그의 시공방법{omitted}Partition wall of water and sewage treatment plant and its construction method

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)

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 특징으로 하는 상수 및 하수처리장의 간막이 벽체.Anchor bolts 11 embedded in and fixed to the base holes 22 drilled at predetermined positions on the base surface 21 of the water and sewage treatment plant 2, and fixed through the anchor bolts 11. The fitting groove 13 of the plate formed of the supported supporting steels 12 and the grooves are fixed to the fitting grooves 13 of the plate, the hollow portion 14a at predetermined intervals in the middle portion thereof. The partition wall of the constant and sewage treatment plant, characterized in that it is composed of a hollow plastic sheet material 14 is formed long. 제1항에 있어서, 상기 지지형강(12)은 2개의 앵글(12a)이 소정의 간격을 두고 앵커볼트(11)로 바탕면(21)에 고정되어서 그 2개의 앵글 사이에 상기 판재의 끼움홈부(13)가 형성되도록 함을 특징으로 하는 상수 및 하수처리장의 간막이 벽체.2. The support groove according to claim 1, wherein the supporting steels (12) have two angles (12a) fixed to the base surface (21) by anchor bolts (11) at predetermined intervals so that the grooves of the plate are formed between the two angles. A partition wall of a constant and sewage treatment plant, characterized in that (13) is formed. 제1항에 있어서, 상기 지지형강(12)은 하나의 찬넬(12b)이 앵커볼트(11)로 바탕면(21)에 고정되어서 그 찬넬의 웨브에 상기 판재의 끼움홈부(13)가 형성되도록 함을 특징으로 하는 상수 및 하수처리장의 간막이 벽체.According to claim 1, wherein the support steel 12 is one channel (12b) is fixed to the base surface 21 by the anchor bolt 11 so that the fitting groove portion 13 of the plate formed on the web of the channel Partition wall of water and sewage treatment plant. 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 시공함을 특징으로 하는 상수 및 하수처리장의 간막이 벽체의 시공방법.The base holes 22 are drilled at predetermined positions on the base surface 21 of the water supply and sewage treatment plant 2 and the anchor bolts 11 are embedded in the base holes 22 to fix the anchor bolts 11. A synthetic resin in which the hollows 14a are formed at predetermined intervals in the intermediate portions of the sheet grooves 13 by forming the fitting grooves 13 of the sheet by penetrating and fixing the supporting steels 12 to the field. A method of constructing a partition wall of a constant and sewage treatment plant, wherein the partition wall of the constant and sewage treatment plant is constructed through the processes of fitting and fixing the corners of the hollow plate (14). 제4항에 있어서, 상기 합성수지 중공판재(14)는 여러 장으로 분할 형성하되, 그 각각의 합성수지 중공판재들의 마구리를 상기 지지형강(12)들을 포함하여 그 지지형강들의 내측에 종횡으로 배치되는 연결용 H형강(15)들로서 형성되는 판재의 끼움홈부(13) 내에 끼워서 연결되도록 시공함을 특징으로 하는 상수 및 하수처리장의 간막이 벽체의 시공방법.5. The connection according to claim 4, wherein the synthetic hollow sheet 14 is divided into several sheets, and the joints of the respective synthetic hollow sheets are longitudinally and horizontally disposed inside the supporting sections including the supporting sections 12. Method for constructing a partition wall of a constant and sewage treatment plant, characterized in that the construction to be connected to fit in the fitting groove 13 of the plate formed as H-shaped steel (15).
KR1019990013071A 1999-04-13 1999-04-13 Enclosure wall body of water source and sewage disposal plant and construction method thereof KR100406084B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1019990013071A KR100406084B1 (en) 1999-04-13 1999-04-13 Enclosure wall body of water source and sewage disposal plant and construction method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1019990013071A KR100406084B1 (en) 1999-04-13 1999-04-13 Enclosure wall body of water source and sewage disposal plant and construction method thereof

Publications (2)

Publication Number Publication Date
KR19990064576A KR19990064576A (en) 1999-08-05
KR100406084B1 true KR100406084B1 (en) 2003-11-17

Family

ID=37422689

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1019990013071A KR100406084B1 (en) 1999-04-13 1999-04-13 Enclosure wall body of water source and sewage disposal plant and construction method thereof

Country Status (1)

Country Link
KR (1) KR100406084B1 (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
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

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100371647B1 (en) * 1999-10-02 2003-02-11 주식회사 젠트로 A Partition Wall Structure and a Process for Partitioning Walls in a Water Treatment Site
KR100427772B1 (en) * 2001-05-18 2004-04-28 변무원 Partition Wall for Water Treatment Tank
KR100690628B1 (en) 2006-05-16 2007-03-12 주식회사 젠트로 Structure of partition wall for water disposal plant and construction method thereof
KR100788999B1 (en) * 2006-12-01 2007-12-28 주식회사 젠트로 Partition wall for water disposal plant and method for constructing the wall
KR100910738B1 (en) * 2007-09-13 2009-08-05 조창균 Partition wall structure of a water treatment site
KR101404810B1 (en) * 2013-12-05 2014-07-02 주식회사 한국종합기술 Open and close type training wall
KR102428758B1 (en) * 2022-04-05 2022-08-05 주식회사 피엘테크코리아 Baffle panel with enhanced ozone resistance and baffle panel for preventing sludge from remaining in a water treatment plant using the baffle panel
KR102610318B1 (en) * 2023-06-13 2023-12-07 (주)젠트로그룹 Prefabricated antibacterial baffle wall using PE material

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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

Also Published As

Publication number Publication date
KR19990064576A (en) 1999-08-05

Similar Documents

Publication Publication Date Title
KR100406084B1 (en) Enclosure wall body of water source and sewage disposal plant and construction method thereof
CN110528950B (en) Assembled hidden bracket type beam-column joint connecting device
KR100728707B1 (en) Foundation pad for water tank
CN113605770A (en) Prefabricated assembly type concrete pool wallboard structure and construction method thereof
KR100644745B1 (en) Pc column-beam joint system and construction method thereof
KR200409942Y1 (en) Strut supporting member for temporary soil sheathing
KR100679301B1 (en) A pile head reinforcement structure of precastconcrete pile
KR20030064063A (en) reinforced earth retaining wall construction method
KR100939520B1 (en) Article for connecting reinforcing rods and article for reinforcing pile head provided with the same
KR101473218B1 (en) A construction method of an underground structure
CN215978692U (en) Prefabricated assembled concrete pond wallboard structure
CN211898422U (en) Prefabricated high-strength waist beam with narrow fertilizer groove of foundation pit
CN211523492U (en) Bracket structure and assembled concrete building
KR200226668Y1 (en) Mould for installing drainage
KR100529048B1 (en) Connect structure of sheeting for building using t-type connect jacket
KR960004044B1 (en) Form for water-proof projections
KR100371647B1 (en) A Partition Wall Structure and a Process for Partitioning Walls in a Water Treatment Site
JP2010084460A (en) Construction method for underground structure
KR100628528B1 (en) Holding plate assembly for ground protection of earths wall
AU2010257353B2 (en) Building foundation structure, foundation construction method, and anchor bolt installation jig
JP4404263B2 (en) Concrete jointing method
KR102310713B1 (en) Steel-Concrete Hybrid Column And Connection structure between columns
KR200337968Y1 (en) Anchor bolt for support to steel and fasten to waterproof sheet
KR100429100B1 (en) A still plate for mending/reinforcement crack of concrete structures
KR900003668Y1 (en) Form panel

Legal Events

Date Code Title Description
A201 Request for examination
E902 Notification of reason for refusal
E902 Notification of reason for refusal
E701 Decision to grant or registration of patent right
GRNT Written decision to grant
J204 Invalidation trial for patent
J301 Trial decision

Free format text: TRIAL DECISION FOR INVALIDATION REQUESTED 20091125

Effective date: 20110906

J2X1 Appeal (before the patent court)

Free format text: INVALIDATION

J202 Request for trial for correction [limitation]
J2X2 Appeal (before the supreme court)

Free format text: APPEAL BEFORE THE SUPREME COURT FOR INVALIDATION

J302 Written judgement (patent court)

Free format text: JUDGMENT (PATENT COURT) FOR INVALIDATION REQUESTED 20111004

Effective date: 20120406

J301 Trial decision

Free format text: TRIAL DECISION FOR CORRECTION REQUESTED 20120221

Effective date: 20121102

J221 Remand (intellectual property tribunal)

Free format text: REMAND (INTELLECTUAL PROPERTY TRIBUNAL) FOR INVALIDATION

J303 Written judgement (supreme court)

Free format text: JUDGMENT (SUPREME COURT) FOR INVALIDATION REQUESTED 20120406

Effective date: 20121011

J301 Trial decision

Free format text: TRIAL DECISION FOR INVALIDATION REQUESTED 20121122

Effective date: 20130108

EXTG Extinguishment