[go: up one dir, main page]

KR100981450B1 - Constraction method of wasted tire layer is use wasted tire which is protective water pollution prevention shut off in waste santitation reclaimd land - Google Patents

Constraction method of wasted tire layer is use wasted tire which is protective water pollution prevention shut off in waste santitation reclaimd land Download PDF

Info

Publication number
KR100981450B1
KR100981450B1 KR1020100055099A KR20100055099A KR100981450B1 KR 100981450 B1 KR100981450 B1 KR 100981450B1 KR 1020100055099 A KR1020100055099 A KR 1020100055099A KR 20100055099 A KR20100055099 A KR 20100055099A KR 100981450 B1 KR100981450 B1 KR 100981450B1
Authority
KR
South Korea
Prior art keywords
tire
waste
membrane
landfill
water
Prior art date
Legal status (The legal status 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 status listed.)
Ceased
Application number
KR1020100055099A
Other languages
Korean (ko)
Inventor
김세룡
Original Assignee
김세룡
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=43009978&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=KR100981450(B1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by 김세룡 filed Critical 김세룡
Priority to KR1020100055099A priority Critical patent/KR100981450B1/en
Application granted granted Critical
Publication of KR100981450B1 publication Critical patent/KR100981450B1/en
Ceased legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/02Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
    • E02D31/025Draining membranes, sheets or fabric specially adapted therefor, e.g. with dimples
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B09DISPOSAL OF SOLID WASTE; RECLAMATION OF CONTAMINATED SOIL
    • B09BDISPOSAL OF SOLID WASTE NOT OTHERWISE PROVIDED FOR
    • B09B1/00Dumping solid waste
    • B09B1/004Covering of dumping sites
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66Sealings
    • E04B1/68Sealings of joints, e.g. expansion joints
    • E04B1/6806Waterstops
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • E04F15/02Flooring or floor layers composed of a number of similar elements
    • E04F15/10Flooring or floor layers composed of a number of similar elements of other materials, e.g. fibrous or chipped materials, organic plastics, magnesite tiles, hardboard, or with a top layer of other materials

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Processing Of Solid Wastes (AREA)

Abstract

본 발명은 쓰레기 매립지의 기저층(基底層)을 형성하여 침출수의 토양 혼입으로 지하수가 요염되는 것을 차단하도록 시공되는 차수막의 보호를 위해 포설되는 폐타이어층에 관한 것으로, 보다 상세하게는 차수막을 보호하는 차수막보호용폐타이어층을 이루는 차수막보호용폐타이어의 구조를 개량여 시공성 향상과 더불어 매립되는 쓰레기로부터 가해지는 하중에 견디는 힘의 증대로 안전한 차수막 보호가 가능하여 차수막 파손 없는 위생 매립지 실현이 가능하도록 한 발명에 관한 것이다.
본 발명은 토양 오염 및 지하수 오염을 방지할 수 있도록 매립장의 바닥면과 사면(斜面)에 차수막(14)이 형성되어지고, 상기 차수막(14) 보호를 위해 상기 차수막(14)의 상면으로 펼쳐져 연결로프에 의해 결속되는 차수막보호용폐타이어(100)를 포설하여서 된 차수막보호용폐타이어층에 있어서, 상기 차수막보호용폐타이어(100)는 매립되어지는 폐기물로 부터 가해지는 하중에 의해 통폐타이어(110)의 외경인 트레이부(111)는 물론 내경인 비트부(112)에 압축변형이 최소화될 수 있도록 인라이너(113) 내측에 폭방향으로 재단 형성되어진 변형방지겸용비트부공간차단폐타이어(120)가 삽입 설치되어지되, 상기 변형방지겸용비트부공간차단폐타이어(120)는 통폐타이어(110)의 타이어 폭과 나란하는 방향을 이룬 상태에서 양단(121)이 인라이너(113) 내측으로 삽입 조립됨과 동시에 조립된 형상이 엑스자 형태를 이루며 조립되어져 내경인 비트부(112)의 공간(114)을 차단함과 함께 비트부(112) 눌림을 방지하여 폐기물이 차수막(14)에 직접 닿지 않도록 구성된 쓰레기 위생 매립지의 수질오염방지 차수막 보호용 폐타이어와; 굴삭되어 바닥면과 사면(斜面)에 걸쳐 침출수의 누수를 차단하는 차수막(14)이 형성되어 있는 쓰레기 매립장에 있어서, 통폐타이어(110)의 인라이너(113) 내측으로 재단 형성된 변형방지겸용비트부공간차단폐타이어(120)의 양단(121)이 삽입 조립되어 상기 통폐타이어(110) 내경인 비트부(112)의 공간(114)이 차단되어서 된 차수막보호용폐타이어(100)를 굴삭 형성된 쓰레기 매립장(10)에 설치되어진 차수막(14)의 바닥면과 사면(斜面)에 좌우,상하로 펼쳐 포설한 후, 연결로프(130)로 묶어 차수막보호용폐타이어층(1000)을 형성하는 쓰레기 위생 매립지의 수질오염방지 차수막 보호용 폐타이어층시공방법에 의해 달성된다.
The present invention relates to a waste tire layer that is installed for the protection of a water repellent membrane that is constructed to form a base layer of a landfill and block groundwater contamination by mixing of leachate soil, and more particularly, to protect the water repellent membrane. The invention is designed to realize the sanitary landfill without damaging the membrane by improving the structure of the membrane for the membrane of the membrane for the membrane of the membrane for protection of membranes and improving the workability and increasing the strength to withstand the load from the landfills. It is about.
According to the present invention, a water barrier film 14 is formed on the bottom surface and the slope of a landfill to prevent soil contamination and groundwater contamination, and is spread and connected to an upper surface of the water barrier film 14 to protect the water barrier film 14. In the insulation film protection waste tire layer formed by installing the insulation film protection waste tire 100 bound by a rope, the insulation film protection waste tire 100 is formed by the load applied from the waste to be buried. Not only the outer diameter of the tray 111, but also the inner diameter of the bit portion 112, the deformation preventing combined bit portion space blocking shield 120 is formed in the width direction inside the inliner 113 so as to minimize the compression deformation. Is installed, but the anti-deformation combined bit portion space shielding tire 120 is inserted and assembled at both ends 121 in the liner 113 in a state in parallel with the tire width of the closed tire (110). At the same time, the assembled shape is assembled in an X-shape to block the space 114 of the bit part 112, which is an inner diameter, and to prevent the bit part 112 from being pressed so that the waste does not directly contact the water-repellent film 14. Waste tires for protecting water pollution prevention curtains of waste sanitary landfills; In the landfill, in which the water-repellent membrane 14 is excavated to block leakage of leachate over the bottom surface and the slope, the anti-deformation double bit space cut into the inliner 113 of the closed tire 110 is formed. Both ends 121 of the blocking waste tire 120 are inserted and assembled to form a waste landfill protection excavation tire 100 formed by blocking the space 114 of the bit part 112 that is the inner diameter of the closed tire 110. 10) The water quality of the waste sanitary landfill, which is installed on the bottom and the slope of the water-repellent film 14 installed on the bottom surface, spreads up and down and up and down, and is tied to the connecting rope 130 to form the water-repellent waste-retaining tire layer 1000. It is achieved by the method of constructing the waste tire layer for pollution prevention membrane protection.

Description

쓰레기 위생 매립지의 수질오염방지 차수막 보호용 폐타이어 및 이를 이용한 폐타이어층 시공방법{Constraction method of wasted tire layer is use wasted tire which is protective water pollution prevention shut off in waste santitation reclaimd land}Waste tires for protecting water pollution prevention of waste landfills and waste tire layer construction using this method {Constraction method of wasted tire layer is use wasted tire which is protective water pollution prevention shut off in waste santitation reclaimed land}

본 발명은 쓰레기 매립지의 기저층(基底層)을 형성하여 침출수의 토양 혼입으로 지하수가 요염되는 것을 차단하도록 시공되는 차수막의 보호를 위해 포설되는 폐타이어층에 관한 것으로, 보다 상세하게는 차수막을 보호하는 차수막보호용폐타이어층을 이루는 차수막보호용폐타이어의 구조를 개량여 시공성 향상과 더불어 매립되는 쓰레기로부터 가해지는 하중에 견디는 힘의 증대로 안전한 차수막 보호가 가능하여 차수막 파손 없는 위생 매립지 실현이 가능하도록 한 발명에 관한 것이다.
The present invention relates to a waste tire layer that is installed for the protection of a water repellent membrane that is constructed to form a base layer of a landfill and block groundwater contamination by mixing of leachate soil, and more particularly, to protect the water repellent membrane. The invention is designed to realize the sanitary landfill without damaging the membrane by improving the structure of the membrane for the membrane of the membrane for the membrane of the membrane for protection of membranes and improving the workability and increasing the strength to withstand the load from the landfills. It is about.

산업화에 따른 생활 수준의 향상으로 다양한 형태의 폐기물들이 대량 발생하고 있는 실정이다.As the standard of living improves due to industrialization, various types of wastes are generated.

상기와 같이 발생된 폐기물은 그 종류에 따라 소각처리하거나, 재활용하기도 하나, 대개의 폐기물은 매립을 통해 처리되어 진다.Waste generated as described above may be incinerated or recycled depending on the type of waste, but most of the waste is disposed of through landfill.

폐기물을 매립하는 쓰레기 매립장은 평평한 지형에 웅덩이를 파서 매립하는 방법과, 산간계곡에 매립할 경우에는 계곡 하류 병목지점에 제방을 축조하여 그 상류부에 폐기물을 매립하게 된다. Waste landfill sites are to dig and dig ponds on flat terrain, and when they are buried in mountain valleys, dikes are built at the bottlenecks downstream of the valleys to bury waste upstream.

상기 쓰레기 매립장에 폐기물을 매립 처리할 때에는 폐기물로부터 발생하는 침출수를 분리, 차단하여 매립장 하부의 토양 및 지하수 오염을 방지할 수 있도록 하는 것이 중요하다.When landfilling waste in the landfill, it is important to separate and block the leachate generated from the waste so as to prevent soil and groundwater contamination under the landfill.

상기의 현상을 해소하는 방법으로 매립지 바닥과 경사면에는 침출수를 차단할 수 있는 차수막을 포설하게 된다.In order to eliminate the above phenomenon, the bottom of the landfill and the inclined surface is to install a membrane to block the leachate.

상기와 같이 차수막이 형성된 쓰레기 매립장 내에 폐기물을 일정한 두께로 매립한 다음 그 상부에 토사로 복토를 하고, 복토 된 토사 위에 또 다시 폐기물을 일정한 두께로 매립한 후에 또다시 토사로 복토하는 순으로 쓰레기 매립장을 채워가게 된다.As described above, the waste is buried in a landfill where the water curtain is formed to a certain thickness, and then covered with earth and sand on the upper part of the landfill, and the waste landfill is then covered with earth and sand again after landfilling the waste to a certain thickness. Will be filled.

상기 쓰레기 매립장에 폐기물의 매립이 진행되어 매립 높이가 높아지면, 폐기물 매립지는 폐기물의 성상, 매립시 다짐정도, 복토상태, 폐기물의 분해 정도 등에 따라 차이가 있으나, 장기간에 걸쳐 매립 높이가 각 30%정도 침하하게 된다.If the landfill height is increased by landfilling in the landfill, the landfill site differs depending on the properties of the waste, the degree of compaction at the time of landfill, the cover state, the degree of decomposition of the waste, etc. It will sink.

폐기물이 침하하면서 경사면의 차수막과 폐기물의 마찰력으로 차수막이 인장상태가 되어 차수막이 하부로 당겨져 얇아지게 되며 심한 경우는 차수막이 찢어지게 된다.As the waste is settled, the insulator is pulled down due to friction between the insulator and the insulator, and the insulator is pulled down to become thin. In severe cases, the insulator is torn.

상기 침하로 발생하는 차수막의 파손을 방지하기 위한 수단의 하나가, 매립층내 저류되는 침출수를 신속히 하부로 배수시키는 방법인데, 이때 사용되어지는 것이 폐타이어로써, 폐타이어가 투수성이 큰 필터층을 형성하게 되어 침출수가 원할하게 배수되어지지 못하고 정체되어 야기되는 부등침하현상을 해소함과 더불어 매립되는 폐기물이 차수막에 직접적으로 접촉되어지지 않도록 하게 된다.One means for preventing breakage of the water film caused by the settlement is a method of quickly draining the leachate stored in the buried layer to the bottom. At this time, the waste tire is used, and the waste tire forms a filter layer having high permeability. As a result, the leachate is not drained smoothly and the sedimentation phenomenon caused by stagnation is eliminated, and the landfill waste is not directly contacted with the membrane.

상기 폐타이어를 이용한 차수막 보호용 폐타이어층은, 사용하고난 폐타이어를 기저층을 이루는 차수막 위에 펼쳐 놓은 상태에서 재별적이 타이어를 와이어로 묶어 하나의 층을 형성시킨다.The waste tire layer for protecting the membrane using the waste tire is used to form a single layer by tying the tires with wires separately in a state in which the used waste tire is laid out on the barrier layer forming the base layer.

이렇게 형성된 층이 차수막 보호용 폐타이어층이 되게 되는데, 상기의 폐타이어층은 단순하게 폐타이어들을 역어 놓은 것에 불과하여 매립되는 폐기물의 하중이 가해질 경우, 하중을 이기지 못하고, 쉽게 변형이 발생함은 물론, 차량에 장착 사용시 타이어휠에 장착이 가능하도록 하는 천공된 부위의 차수막은 그대로 노출되어져 차수막을 효과적으로 보호할 수가 없었다.The layer thus formed becomes a waste tire layer for protecting the membrane. The waste tire layer is merely a reverse of the waste tires. When the load of the landfill waste is applied, the waste tire layer does not overcome the load and easily deforms. When the vehicle is mounted on a vehicle, the shield of the perforated portion, which is mounted on the tire wheel, is exposed as it is, so that the shield cannot be effectively protected.

상기 차수막 보호를 위한 폐타이어의 단점을 해결한 기술이 특허 제10-0161639호의 "페타이어를 이용하여 쓰레기 위생매립지에 포설하는 통폐타이어층의 형성 방법"이 있다.The technology that solves the disadvantages of the waste tire for protecting the shielding film is a method of forming a closed tire layer to be installed in the sanitary landfill using a waste tire of Patent No. 10-0161639.

상기 선등록발명은 차수막 보호를 위해 형성되는 폐타이어층의 폐타이어가 폐기물로부터 가해지는 하중에 효과적으로 견딜 수 있도록 한 것으로써, 대형타이어의 양측면을 커팅해낸 후, 대형타이어의 내측에 소형타이어를 삽입시켜서 된 것으로써, 폐타이어부재를 역어서 폐타이어층을 형성함과 더불어 그 위에 페타이어박편을 쌓아 올려서 된 것이다.The pre-registered invention is to allow the waste tire of the waste tire layer formed to protect the curtain to effectively withstand the load applied from the waste, and after cutting both sides of the large tire, insert a small tire inside the large tire By forming the waste tire layer by inverting the waste tire member, it is made by stacking the foil flakes thereon.

상기의 성형방법은 쓰레기 매립장의 바닥면에 시공시에는 적합하나, 경사면에 시공된 폐타이어층 상부로는 박편을 쌓아 올릴 수 없는 구조적 결함을 가지고 있을 뿐만 아니라, 작업공수가 복잡하여 실질적으로 현장에 적용되지 못하고 있는 실정이다.
The above molding method is suitable for construction on the bottom surface of a landfill but not only has structural defects that cannot be stacked on top of the waste tire layer installed on the inclined surface, but also due to the complicated workmanship. It is not applicable.

본 발명은 선등록 발명의 시공방법의 단점을 해결하기 위하여 개발한 것으로, 그 목적은 차수막 보호에 사용되는 차수막보호용폐타이어층을 이루는 차수막보호용폐타이어의 구조를 개량하여 폐기물로 부터 가해지는 하중에 견디는 힘을 높여 차수막보호용폐타이어층 변형에 따른 차수막 파손을 근본적으로 해소하여 차수막 파손으로 야기될 수 있는 토양 및 수직오염이 없는 환경 친화적인 쓰레기 매립지의 시공이 가능하도록 하고, 시공에 따른 작업공수를 현저하게 줄여 차수막보호용폐타이어층 시공에 소요되는 작업시간을 현저하게 줄임으로써, 쓰레기 매립장 건설에 따른 공기(工期)를 단축이 가능한 쓰레기 위생 매립지의 수질오염방지 차수막 보호용 폐타이어층 시공방법 및 그 구조를 제공하는데 있다.
The present invention was developed to solve the shortcomings of the construction method of the pre-registered invention, the object of which is to improve the structure of the shielding tires for the shielding film to form the shielding tire layer for the shielding film used to protect the curtains to the load applied from the waste By increasing the endurance force, fundamentally solved the breakage of the curtain due to the deformation of the shield tire layer, it is possible to construct an environmentally friendly landfill without soil and vertical pollution that can be caused by the breakage of the curtain. Significantly reduce the working time required for construction of the shield tire layer for the protection of membranes, and the method of construction of the waste tire layer for the protection of the membranes for water pollution prevention of waste sanitary landfills, which can shorten the air due to the construction of landfill sites. To provide.

상기한 목적을 달성하기 위한 본 발명은, 토양 오염 및 지하수 오염을 방지할 수 있도록 매립장의 바닥면과 사면(斜面)에 차수막(14)이 형성되어지고, 상기 차수막(14) 보호를 위해 상기 차수막(14)의 상면으로 펼쳐져 연결로프에 의해 결속되는 차수막보호용폐타이어(100)를 포설하여서 된 차수막보호용폐타이어층에 있어서, 상기 차수막보호용폐타이어(100)는 매립되어지는 폐기물로 부터 가해지는 하중에 의해 통폐타이어(110)의 외경인 트레이부(111)는 물론 내경인 비트부(112)에 압축변형이 최소화될 수 있도록 인라이너(113) 내측에 폭방향으로 재단 형성되어진 변형방지겸용비트부공간차단폐타이어(120)가 삽입 설치되어지되, 상기 변형방지겸용비트부공간차단폐타이어(120)는 통폐타이어(110)의 타이어 폭과 나란하는 방향을 이룬 상태에서 양단(121)이 인라이너(113) 내측으로 삽입 조립됨과 동시에 조립된 형상이 엑스자 형태를 이루며 조립되어져 내경인 비트부(112)의 공간(114)을 차단함과 함께 비트부(112) 눌림을 방지하여 폐기물이 차수막(14)에 직접 닿지 않도록 구성함을 특징으로 하는 쓰레기 위생 매립지의 수질오염방지 차수막 보호용 폐타이어와; 굴삭되어 바닥면과 사면(斜面)에 걸쳐 침출수의 누수를 차단하는 차수막(14)이 형성되어 있는 쓰레기 매립장에 있어서, 통폐타이어(110)의 인라이너(113) 내측으로 재단 형성된 변형방지겸용비트부공간차단폐타이어(120)의 양단(121)이 삽입 조립되어 상기 통폐타이어(110) 내경인 비트부(112)의 공간(114)이 차단되어서 된 차수막보호용폐타이어(100)를 굴삭 형성된 쓰레기 매립장(10)에 설치되어진 차수막(14)의 바닥면과 사면(斜面)에 좌우,상하로 펼쳐 포설한 후, 연결로프(130)로 묶어 차수막보호용폐타이어층(1000)을 형성함을 특징으로 하는 쓰레기 위생 매립지의 수질오염방지 차수막 보호용 폐타이어층시공방법에 의해 달성된다.
In order to achieve the above object, the present invention provides a water repellent film 14 formed on a bottom surface and a slope of a landfill to prevent soil contamination and groundwater contamination, and to protect the water repellent film 14. In the protection membrane protection waste tire layer formed by installing the protection membrane protection tire 100 that is extended to the upper surface of (14) and bound by a connecting rope, the protection membrane protection waste tire 100 is a load applied from the landfill waste. Compression prevention combined bit portion space formed in the width direction inside the inliner 113 so that compression deformation is minimized in the inner portion of the tray portion 111 as well as the inner diameter bit portion 112 by the closed tire (110) The blocking closed tire 120 is inserted and installed, but the anti-deformation combined bit portion space blocking blocking tire 120 has both ends 121 formed in parallel with the tire width of the closed tire 110. Inserted into the inner 113 and assembled at the same time, the assembled shape is assembled in the form of an X-shape to block the space 114 of the bit part 112, which is an inner diameter, and to prevent the bit part 112 from being pressed. Waste tires for protecting the water pollution prevention membrane of the waste sanitary landfill, characterized in that the direct contact with the (14); In the landfill, in which the water-repellent membrane 14 is excavated to block leakage of leachate over the bottom surface and the slope, the anti-deformation double bit space cut into the inliner 113 of the closed tire 110 is formed. Both ends 121 of the blocking waste tire 120 are inserted and assembled to form a waste landfill protection excavation tire 100 formed by blocking the space 114 of the bit part 112 that is the inner diameter of the closed tire 110. 10) Garbage, characterized in that the waste film layer (1000) for protecting the curtain film is formed by binding to the connecting rope 130, and then laid out to the left and right, up and down on the bottom surface and the slope of the insulating film 14 installed in the 10). It is achieved by waste tire layer construction method for protection of water pollution prevention membrane of sanitary landfill.

이상에서 설명한 본 발명의 쓰레기 위생 매립지의 수질오염방지 차수막 보호용 폐타이어 및 이를 이용한 폐타이어층 시공방법은, 통폐타이어(110)의 비트부(112)와 이웃하는 공간(114)을 재단 형성된 변형방지겸용비트부공간차단폐타이어(120)로 차단함과 동시에 변형방지겸용비트부공간차단폐타이어(120)의 양단(121)이 통폐타이어(110)의 인라이너(113)로 삽입 위치하도록 조립 형성하여 조립된 변형방지겸용비트부공간차단폐타이어(120)의 트레드부(122)가 하중에 취약한 통폐타이어(110)의 비트부(112) 내구성을 향상시켜 줄수 있는 구조로 개량된 차수막보호용폐타이어(100)를 차수막보호용폐타이어층(1000)으로 사용함으로써, Waste tire for water pollution prevention membrane protection and waste tire layer construction method using the same in the waste sanitary landfill of the present invention described above, the deformation prevention formed by cutting the bit portion 112 and the space 114 adjacent to the closed tire 110 Block both the combined bit portion space blocking tire 120 and at the same time as the end portion 121 of the anti-deformation combined bit portion space blocking tire 120 is assembled to be inserted into the inliner 113 of the closed tire 110 Tread portion 122 of the assembled anti-vibration combined bit portion space blocking shielding tire 120 is an improved membrane protection sealing tire structure that can improve the durability of the bit portion 112 of the closed tire 110 vulnerable to load ( By using 100 as the shielding tire layer 1000 for the protection film,

첫째, 매립되는 폐기물로부터 가해지는 하중에 견디는 힘을 높여 차수막보호용폐타이어층 변형에 따른 차수막 파손을 근본적으로 해소하여 차수막(14) 파손으로 야기될 수 있는 토양 및 수직오염이 없는 환경 친화적인 쓰레기 매립지의 시공이 가능하도록 하고; First, the environmentally friendly waste landfill without soil and vertical pollution that can be caused by the breakdown of the barrier 14 by fundamentally eliminating the barrier breakage caused by the deformation of the barrier tire layer for protecting the barrier layer by increasing the force applied to the load from the landfill waste. To allow construction of;

둘째, 시공에 따른 작업공수를 현저하게 줄여 차수막보호용폐타이어층(1000) 시공에 소요되는 작업시간을 현저하게 줄였을 뿐만 아니라, 쓰레기 매립장(10) 건설에 따른 공기(工期)를 단축이 가능한 매우 유용한 발명인 것이다.
Secondly, by significantly reducing the number of work due to construction, not only significantly reduced the work time required for the construction of the shield tire layer 1000, but also significantly shortened the air due to the construction of the landfill 10. It is a useful invention.

도 1은 본 발명에 의한 차수막보호용폐타이어를 이용한 차수막보호용폐타이어층이 시공된 쓰레기 매립장의 개략도.
도 2는 본 발명에 의한 쓰레기 위생 매립지의 수질오염방지 차수막보호용폐타이어의 일 실시예의 사시 구성도.
도 3는 도2의 평단면도.
도 4는 본 발명에 의한 쓰레기 위생 매립지의 수질오염방지 차수막보호용폐타이어를 조립 형성하는 과정을 보인 예시도.
도 5는 본 발명에 의한 쓰레기 위생 매립지의 수질오염방지 차수막보호용폐타이어를 조립한 상태의 예시도.
도 6은 본 발명에 의한 쓰레기 위생 매립지의 수질오염방지 차수막보호용폐타이어의 다른 실시예의 사시 구성도.
도 7은 도6의 측단면도.
도 8은 본 발명에 의한 쓰레기 위생 매립지의 수질오염방지 차수막보호용폐타이어를 포설하는 상태를 보인 예시도.
1 is a schematic view of a landfill site in which a shielding layer for shielding tires was constructed using the shielding layer for shielding tires according to the present invention;
Figure 2 is a perspective configuration diagram of one embodiment of the water pollution prevention membrane protection waste tires of the waste sanitary landfill according to the present invention.
3 is a plan sectional view of FIG.
Figure 4 is an exemplary view showing a process of assembling and forming a tire for water pollution prevention membrane protection of the waste sanitary landfill according to the present invention.
Figure 5 is an exemplary view of a state of assembling the water pollution prevention water curtain protection waste tire of the waste sanitary landfill according to the present invention.
Figure 6 is a perspective configuration diagram of another embodiment of the water-resistant pollution-proof curtain protection tire of the waste sanitary landfill according to the present invention.
7 is a side cross-sectional view of FIG.
8 is an exemplary view showing a state of installing a waste tire for preventing pollution of the water pollution of the landfill waste land according to the present invention.

이하, 상기한 목적을 달성하기 위한 바람직한 실시예를 첨부된 도면에 의하여 상세하게 설명하면 다음과 같다.Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings.

도1 내지 도8에서 도시한 바와 같이 본 발명에 의한 쓰레기 위생 매립지의 수질오염방지 차수막 보호용 폐타이어는, 토양 오염 및 지하수 오염을 방지할 수 있도록 매립장의 바닥면과 사면(斜面)에 차수막(14)이 형성되어지고, 상기 차수막(14) 보호를 위해 상기 차수막(14)의 상면으로 펼쳐져 연결로프에 의해 결속되는 차수막보호용폐타이어(100)를 포설하여서 차수막보호용폐타이어층(1000)이 형성된다.As shown in Figures 1 to 8, the waste tire for preventing water pollution of the landfill waste landfill according to the present invention has a water-repellent film 14 on the bottom surface and the slope of the landfill to prevent soil contamination and groundwater contamination. ) Is formed, and the protection film protection shield tire layer 1000 is formed by laying the protection film protection shield tire 100 which is extended to an upper surface of the order film 14 and bound by a connection rope to protect the order film 14. .

상기 차수막보호용폐타이어층(1000)을 구성하는 차수막보호용폐타이어(100)는 매립되어지는 폐기물로부터 가해지는 하중에 의해 통폐타이어(110)의 외경인 트레이부(111)는 물론, 내경인 비트부(112)의 압축변형이 최소화될 수 있도록 인라이너(113) 내측으로 삽입 위치하는 변형방지겸용비트부공간차단폐타이어(120) 양단이 삽입 설치되어진다.The shielding-tire shielding tire 100 constituting the shielding-tire shielding layer 1000 is a bit portion having an inner diameter, as well as a tray 111, which is an outer diameter of the enclosed tire 110 by a load applied from the waste to be embedded. Both ends of the anti-deformation bit portion space blocking shield tire 120 that are inserted into the inliner 113 are inserted so that the compression deformation of the 112 can be minimized.

상기 변형방지겸용비트부공간차단폐타이어(120)는 내경인 비트부(112)의 공간(114)을 차단하여 폐기물이 차수막(14)에 직접 닿지 않도록 구성한다.The strain preventing combined bit part space blocking tire 120 is configured to block the space 114 of the bit part 112 having an inner diameter such that the waste does not directly contact the water insulating film 14.

상기 통폐타이어(110)의 인라이너(113) 내측으로 양단(121)이 위치하도록 삽입 설치되어지는 변형방지겸용비트부공간차단폐타이어(120)는, 통폐타이어(110)의 타이어폭과 나란한 상태에서 양단(121)이 인라이너(113) 내측으로 삽입되어 조립되는 것으로써, 조립된 형상이 엑스자 형태를 이루게 되고, 비교적 단단한 트레이부(122)가 통폐타이어(110)의 비트부(112)를 받쳐주어 상기 통폐타이어(110)의 비트부(112) 변형을 효과적으로 방지할 수 있도록 한 구조이다.The anti-deformation combined bit section space blocking shield tire 120 is inserted into the inliner 113 of the closed tire 110 so as to be positioned at both ends 121 in a state parallel to the tire width of the closed tire 110. As both ends 121 are inserted into the inliner 113 and assembled, the assembled shape forms an X-shape, and a relatively rigid tray portion 122 supports the bit portion 112 of the closed tire 110. It is a structure that can effectively prevent the deformation of the bit part 112 of the closed tire 110.

도 6내지 도 7은 다른 실시예로써, 통폐타이어(110)의 인라이너(113) 내측으로 양단(121)이 위치하도록 삽입 설치되어지는 변형방지겸용비트부공간차단폐타이어(120)는 통폐타이어(110)의 타이어폭에 대하여 직각되게 위치하여 트레이부(122)가 상부를 향한 상태에서 양단이 인라이너(113) 내측으로 삽입되어서 조립 형성되는 것이다.6 to 7 is another embodiment, the deformation preventing combined bit portion space blocking tire 120 is inserted to be installed so that both ends 121 are positioned inside the inliner 113 of the closed tire 110 is a closed tire ( Positioned at right angles to the tire width of 110, both ends are inserted into the inliner 113 in a state in which the tray portion 122 faces upward, thereby being assembled.

상기와 같이 구성된 본 발명의 쓰레기 위생 매립지의 수질오염방지 차수막 보호용 폐타이어층 시공방법은, 수집된 폐타이어들 중 통폐타이어(110)로 사용되어지는 것과, 상기 통폐타이어(110)에 조립 형성되어지는 변형방지용보강타이어용을 선별하여 차수막보호층을 이루는 차수막보호용폐타이어를 선별한 후, 변형방지용보강타이어용으로 선별된 타이어를 3등분 또는 4등분이 되게 재단하여 변형방지겸용비트부공간차단폐타이어(120)를 가공하여 차수막보호용폐타이어(100)를 준비한다.The waste tire layer construction method for protecting water pollution prevention membranes of the waste sanitary landfill of the present invention configured as described above is used as a closed tire 110 among the collected waste tires, and is assembled to the closed tire 110. After selecting the strain-resistant reinforcing tires and screening the barrier-type protective waste tires that form the barrier film protection layer, the tires selected for strain-resistant reinforcement tires are cut into three-quarters or four-segments, and the strain-resistant double bit space-blocking is blocked. The tire 120 is processed to prepare a shielding tire 100 for protecting the membrane.

선별되어 통폐타이어(110)와 변형방지겸용비트부공간차단폐타이어(120)로 구분되어 준비된 차수막보호용폐타이어(100)를 굴삭 형성된 쓰레기 매립용지로 운반하여 통폐타이어(110)에 변형방지겸용비트부공간차단폐타이어(120)를 조립하되, 상기 통폐타이어(110)의 인라이너(113) 내측으로 양단(121)이 삽입 위치하도록 설치하는 조립한다.Selected and divided into a closed tire (110) and the anti-deformation combined bit portion space blocking shielding tire (120) prepared by transporting the shielding shield tire (100) excavated formed waste landfill paper to strain-resistant combined bit 110 to the closed tire (110) Assemble the sub-space blocking tire 120, the assembly to install so that both ends 121 are inserted into the inliner 113 of the closed tire 110.

통폐타이어(110)에 변형방지겸용비트부공간차단폐타이어(120)를 조립하여서 준비된 차수막보호용폐타이어(100)를 굴삭 형성된 쓰레기 매립장(10)에 설치되어진 차수막(14)의 바닥면과 사면(斜面)에 좌우,상하로 펼쳐 포설한 후, 연결로프(130)로 묶어 차수막보호용폐타이어층(1000)을 형성하게 되는 것이다.Bottom surface and slope of the water-repellent membrane 14 installed in the landfill 10 for excavation of the shielding shield tire 100 prepared by assembling the deformation preventing combined bit portion space blocking shielding tire 120 to the closed tire 110 ( After spreading left and right, up and down on the surface), it is tied to the connecting rope 130 to form a shielding tire layer 1000 for protecting the membrane.

전술한 구성으로 이루어진 본 발명의 쓰레기 위생 매립지의 수질오염방지 차수막 보호용 폐타이어층을 시공할 때에는 먼저, 사용수명을 다한 폐타이어를 수집한다.When constructing the waste tire layer for water pollution prevention membrane protection of the waste sanitary landfill of the present invention having the above-described configuration, first, the used tires are collected.

수집한 폐타이어(100)를 통폐타이어와 변형방지겸용비트부공간차단폐타이어용으로 분리 한다.The collected waste tires (100) are separated for the closed tires and the anti-deformation combined bit portion space blocking closed tires.

이후, 변형방지겸용비트부공간차단폐타이어용으로 분류된 폐타이어를 절단프레스를 이용하여 재단하여 변형방지겸용비트부공간차단폐타이어(120)를 가공하게 된다.Subsequently, the waste tires classified for the anti-deformation combined bit portion space blocking closed tire are cut using a cutting press to process the anti-deformation combined bit portion space blocking closed tire 120.

상기 변형방지겸용비트부공간차단폐타이어(120)는 폐타이어(100)를 4등분이 되게 재단한다.The strain preventing combined bit part space blocking closed tire 120 cuts the waste tire 100 into quadrants.

이상에서와 같이 준비된 통폐타이어(110)와 변형방지겸용비트부공간차단폐타이어(120)를 운반수단 즉, 집게차를 이용하여 굴삭되어서된 쓰레기 매립장(10)으로 운반한다.As described above, the sealed closed tire 110 and the anti-deformation combined bit portion space blocking closed tire 120 are transported to a landfill 10 that is excavated using a transport means, that is, a tong truck.

상기와 같이 운반된 통폐타이어(110)와 변형방지겸용비트부공간차단폐타이어(120)를 현장에서 조립하여 차수막보호용폐타이어(100)를 형성하게 된다.As described above, the sealed closed tire 110 and the anti-deformation combined bit portion space shielding tire 120 carried as described above are assembled on-site to form the shield membrane 100 for protecting the membrane.

상기 조립 형성되어진 상기의 차수막보호용폐타이어(100)를 이용하여 차수막보호용폐타이어층(1000)을 형성하게 되는데, 상기 차수막보호용폐타이어층(1000)을형성하기에 앞서 굴삭된 쓰레기 매립장의 바닥면과 사면에 침출수가 토양으로 혼입되어 토양 오염은 물론, 지하수 오염 방지를 위한 차수막(14)을 시공함과 동시에 침출수의 수집처리가 가능하도록 바닥면 중앙에 배수펌프를 갖는 배수관(11)을 설치한다.The assembling membrane protection waste tire layer 1000 is formed by using the assembling membrane protection waste tire 100 that is assembled, and the bottom surface of the landfill excavated before forming the membrane protection waste tire layer 1000 is formed. The leachate is mixed into the soil and the slope to install the drainage membrane (11) in the center of the bottom surface to enable the collection and treatment of the leachate at the same time to install the water repellent membrane (14) for preventing soil contamination, as well as groundwater contamination. .

이후, 차수막(14) 보호를 위한 폐타이어층(1000)을 형성하게 되는데, 상기 폐타이어층(1000)을 형성할 때에는 쓰레기 매립장(10)으로 운반된 통폐타이어(110)에 변형방지겸용비트부공간차단폐타이어(120)를 조립한다.Subsequently, the waste tire layer 1000 is formed to protect the insulation film 14. When the waste tire layer 1000 is formed, the strain preventing combined bit part is formed in the waste sealing tire 110 transported to the landfill 10. Assemble the space blocking tire (120).

상기 통폐타이어(110)에 변형방지겸용비트부공간차단폐타이어(120)를 조립할 때에는 상기 변형방지겸용비트부공간차단폐타이어(120)를 조립하는 방향에 달라질 수 있는데, 도 2내지 도 5에서와 같이 조립할 때에는 조립지그(200)를 이용하게 된다.When assembling the anti-deformation combined bit portion space blocking shield tire 120 to the closed tire 110 may vary in the direction of assembling the anti-deformation combined bit portion space blocking shield tire 120, as shown in FIGS. 2 to 5. When assembling as shown in the assembly jig 200 is used.

도 4는 변형방지겸용비트부공간차단폐타이어(120)를 통폐타이어(110)에 조립하는 과정으로써, 통폐타이어(110)의 비트부(112)에 변형방지겸용비트부공간차단폐타이어(120)의 양단(121)이 걸쳐지도록 함과 동시에 트레이부(122)가 상부를 향해 멧산자 형태를 이루게 한다.4 is a process of assembling the anti-deformation combined bit portion space blocking shield tire 120 to the closed tire 110, the anti-deformation combined bit portion space blocking shield 120 to the bit portion 112 of the closed tire 110. At the same time, both ends 121 of the cover 120 are covered, and the tray 122 forms a mes like shape toward the top.

상기한 상태에서 조립지그(200)를 변형방지겸용비트부공간차단폐타이어(120)의 트레이부(122) 사이로 위치시킨 상태에서 아래로 힘을 가해 눌러주면, 변형방지겸용비트부공간차단폐타이어(120)의 양단(121)이 통폐타이어(110)의 인라이너(113)로 삽입 위치하게 된다.(도5참조)When the assembly jig 200 is placed between the tray portions 122 of the anti-vibration combined bit portion space blocking tire 120 in the above state, pressing down with force, the anti-deformation combined bit portion space blocking tire is applied. Both ends 121 of 120 are inserted into the inliner 113 of the closed tire 110 (see FIG. 5).

삭제delete

상기와 같이 조립되어진 변형방지겸용비트부공간차단폐타이어(120)의 트레이부(122)가 통폐타이어(100)의 비트부(112)를 받쳐주는 역할을 하게 되는 조립 형성된 차수막보호용폐타이어(100)가 폐기물로부터 가해지는 하중에 견디는 힘이 우수하다.Assembled formed water barrier protection closed tire 100 which serves to support the bit portion 112 of the closed tire 100 is the tray portion 122 of the anti-deformation combined bit portion space blocking tire 120 assembled as described above ) Has good strength to withstand the load from the waste.

도 6과 도 7은 차수막보호용폐타이어(100)의 다른 실시예로써, 통폐타이어(110)에 변형방지겸용비트부공간차단폐타이어(120)를 세워 조립하는 것으로써, 통폐타이어(110)의 공간(114)으로 변형방지겸용비트부공간차단폐타이어(120)를 세워 위치시킨다.6 and 7 illustrate another embodiment of the shielding shielding tire 100, by assembling the deformation preventing combined bit portion space blocking shielding tire 120 on the shielding tire 110, thereby assembling the shielding tire 110. The anti-deformation combined bit portion space blocking tire 120 is placed upright in the space 114.

이때, 양단(121)이 통폐타이어(110)의 비트부(112)에 걸쳐지게 되고, 상기한 상태에서 변형방지겸용비트부공간차단폐타이어(120)의 트레이부(122)에 압력을 가해 눌러주면, 상기의 변형방지겸용비트부공간차단폐타이어(120)가 살짝 펼쳐지면서 양단(121)이 통폐타이어(110)의 인라이너(113)로 삽입 위치하여 조립 완료되어지게 되는 것이다.At this time, both ends 121 are spread over the bit part 112 of the closed tire 110, and pressurizes the tray part 122 of the anti-deformation combined bit part space blocking tire 120 in the above-described state. The main surface, while the strain preventing combined bit part space blocking tire 120 is slightly unfolded, both ends 121 are inserted into the inliner 113 of the closed tire 110 to be assembled.

이상에서와 같이 현장 조립되어서된 차수막보호용폐타이어(100)를 시공하여 쓰레기 매립장(10)의 바닥면과 사면(斜面)에 시공되어진 차수막(14)을 보호하게 된다.As described above, the construction of the on-demand shielding tire 100 that is assembled on-site protects the shielding membrane 14 that is constructed on the bottom surface and the slope of the landfill 10.

상기 차수막보호용폐타이어(100)의 시공은 바닥면과 사면에 걸쳐 펼쳐 형성하게 되는데, 펼쳐진 차수막보호용폐타이어(100)를 도8에서와 같이 와이어로프(130)를 이용하여 엮어 줌으로써, 차수막보호용폐타이어층(1000) 시공을 마치게 되는 것이다.The construction of the protection film shielding tire 100 is formed to spread across the bottom surface and the slope, by weaving the unfolded film shielding protection tire 100 using a wire rope 130 as shown in Figure 8, the protection film shield The tire layer 1000 will be completed.

상기와 같이 차수막보호용폐타이어(100)를 이용하여서 형성된 차수막보호용폐타이어층(1000)은 변형방지겸용비트부공간차단폐타이어(120)에 의해 통폐타이어(110)의 공간(114)이 최소의 틈을 이루게 되어 폐기물이 차수막(14)에 직접적으로 닿게 되는 것을 근본적으로 차단할 수가 있어서 차수막(14)의 안정된 보호는 물론, 두께가 두껍고 견고한 변형방지겸용비트부공간차단폐타이어(120)의 트레이부(122)가 통폐타이어(110)의 취약부분인 비트부(112)를 받쳐주어 폐기물(13) 하중에 의한 차수막보호용폐타이어(100)의 변형이 최소화되는 것이다.As described above, the insulation film protection waste tire layer 1000 formed by using the insulation film protection waste tire 100 has a minimum space 114 of the sealing tire 110 by the deformation preventing combined bit portion space blocking shield tire 120. By forming a gap, it is possible to fundamentally prevent the waste from directly contacting the insulation film 14, so that not only stable protection of the insulation film 14, but also the thick portion of the thick bit-resistant bit-tight space blocking shield tire 120 By supporting the bit part 112, which is a weak part of the closed tire 110, the 122 may minimize deformation of the shielded tire 100 for protecting the membrane due to the load of the waste 13.

상기와 같이 차수막보호용폐타이어층(1000) 시공을 마친후, 바닥면 쪽에는 필터층(모래 자갈)(12)을 형성한다.After completing the construction of the shielding tire layer 1000 for the protection film as described above, a filter layer (sand gravel) 12 is formed on the bottom surface side.

전술한 바와 같이 본 발명의 차수막보호용폐타이어층(1000)을 가지는 쓰레기 매립장(10)은, 상기 차수막보호용폐타이어층(1000)을 구성하는 차수막보호용폐타이어(100)의 견고한 구성으로 인해 폐기물(13)의 매립시 차수막(14)의 파손 없이 안정적으로 수행할 수가 있는 것이다.
As described above, the landfill 10 having the barrier film layer for shielding protection of the present invention is a waste (10) due to the rigid construction of the barrier film shielding tire 100 constituting the barrier film layer for protecting the membrane (1000). 13) it can be stably performed without damaging the order film (14).

10 : 쓰레기 매립장 11 : 배수관
12 : 필터층 13 : 폐기물
14 : 차수막 100 : 차수막보호용폐타이어
110 : 통폐타이어 111,122 : 트레이부
112 : 비트부 113 : 인라이너
114 : 공간 120 : 변형방지겸용비트부공간차단폐타이어 121 : 양단 130 : 연결로프
200 : 조립지그 1000 : 차수막보호용폐타이어층
10: landfill 11: waste pipe
12 filter layer 13 waste
14: shield 100: shield tire for shielding
110: closed tire 111,122: tray
112: beat portion 113: inliner
114: space 120: anti-deformation combined bit section space blocking tire 121: both ends 130: connection rope
200: Assembly jig 1000: Waste tire layer for protection film protection

Claims (4)

삭제delete 토양 오염 및 지하수 오염을 방지할 수 있도록 매립장의 바닥면과 사면(斜面)에 차수막(14)이 형성되어지고, 상기 차수막(14) 보호를 위해 상기 차수막(14)의 상면으로 펼쳐져 연결로프에 의해 결속되는 차수막보호용폐타이어(100)를 포설하여서 된 차수막보호용폐타이어층에 있어서,
상기 차수막보호용폐타이어(100)는 매립되어지는 폐기물로 부터 가해지는 하중에 의해 통폐타이어(110)의 외경인 트레이부(111)는 물론 내경인 비트부(112)에 압축변형이 최소화될 수 있도록 인라이너(113) 내측에 폭방향으로 재단 형성되어진 변형방지겸용비트부공간차단폐타이어(120)가 삽입 설치되어지되, 상기 변형방지겸용비트부공간차단폐타이어(120)는 통폐타이어(110)의 타이어 폭과 나란하는 방향을 이룬 상태에서 양단(121)이 인라이너(113) 내측으로 삽입 조립됨과 동시에 조립된 형상이 엑스자 형태를 이루며 조립되어져 내경인 비트부(112)의 공간(114)을 차단함과 함께 비트부(112) 눌림을 방지하여 폐기물이 차수막(14)에 직접 닿지 않도록 구성함을 특징으로 하는 쓰레기 위생 매립지의 수질오염방지 차수막 보호용 폐타이어.
In order to prevent soil contamination and groundwater contamination, a water barrier film 14 is formed on the bottom surface and the slope of the landfill, and spreads to an upper surface of the water curtain film 14 to protect the water curtain film 14 by a connecting rope. In the shielding tire layer for shielding film formed by laying the shielding film for shielding film 100 bound,
The insulated film protection waste tire 100 may be minimized by the load applied from the waste to be buried in the tray 111, which is the outer diameter of the closed tire 110, as well as the compression deformation to the bit 112, the inner diameter. The deformation prevention combined bit portion space blocking tire 120 is formed to be cut in the width direction inside the inliner 113, but the deformation preventing combined bit portion space blocking tire 120 is formed of the closed tire 110. Both ends 121 are inserted and assembled inside the inliner 113 in a state parallel to the tire width, and the assembled shape is assembled in an X-shape to block the space 114 of the bit part 112 having an inner diameter. Waste material for preventing water pollution of the landfill sanitary landfill, characterized in that it is configured to prevent the bit portion 112 is pressed so that the waste does not directly contact the water curtain (14).
제2항에 있어서, 상기 통폐타이어(110)의 인라이너(113) 내측으로 양단(121)이 위치하도록 삽입 설치되어지는 변형방지겸용비트부공간차단폐타이어(120)는 통폐타이어(110)의 타이어폭에 대하여 직각되게 위치하여 트레이부(122)가 상부를 향한 상태에서 양단이 인라이너(113) 내측으로 삽입 조립 형성됨을 특징으로 하는 쓰레기 위생 매립지의 수질오염방지 차수막 보호용 폐타이어.
According to claim 2, The anti-deformation combined bit portion space blocking the tire 120 is inserted to be installed so that both ends 121 are positioned inside the inliner 113 of the closed tire 110, the tire of the closed tire (110) Waste tires for preventing water pollution of the waste water repellent landfills, characterized in that both ends are inserted and formed in the inliner 113 in a state in which the tray portion 122 is positioned upward with respect to the width.
삭제delete
KR1020100055099A 2010-06-10 2010-06-10 Constraction method of wasted tire layer is use wasted tire which is protective water pollution prevention shut off in waste santitation reclaimd land Ceased KR100981450B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020100055099A KR100981450B1 (en) 2010-06-10 2010-06-10 Constraction method of wasted tire layer is use wasted tire which is protective water pollution prevention shut off in waste santitation reclaimd land

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020100055099A KR100981450B1 (en) 2010-06-10 2010-06-10 Constraction method of wasted tire layer is use wasted tire which is protective water pollution prevention shut off in waste santitation reclaimd land

Publications (1)

Publication Number Publication Date
KR100981450B1 true KR100981450B1 (en) 2010-09-10

Family

ID=43009978

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020100055099A Ceased KR100981450B1 (en) 2010-06-10 2010-06-10 Constraction method of wasted tire layer is use wasted tire which is protective water pollution prevention shut off in waste santitation reclaimd land

Country Status (1)

Country Link
KR (1) KR100981450B1 (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR0161639B1 (en) * 1996-03-08 1998-11-16 이화형 Method of tire bed for hygienic reclaimed land of waste with waste tires
KR19990070336A (en) * 1998-02-19 1999-09-15 이승기 Waste landfill construction using waste tires and its formation method
JP2000157946A (en) 1998-11-25 2000-06-13 Shimizu Corp Waterproof sheet protective layer and method of constructing the same
KR20030018944A (en) * 2001-08-31 2003-03-06 이엔브이이십일(주) Waste landfill structure using waste tire-rice hull layer and leachate recirculating system using the same

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR0161639B1 (en) * 1996-03-08 1998-11-16 이화형 Method of tire bed for hygienic reclaimed land of waste with waste tires
KR19990070336A (en) * 1998-02-19 1999-09-15 이승기 Waste landfill construction using waste tires and its formation method
JP2000157946A (en) 1998-11-25 2000-06-13 Shimizu Corp Waterproof sheet protective layer and method of constructing the same
KR20030018944A (en) * 2001-08-31 2003-03-06 이엔브이이십일(주) Waste landfill structure using waste tire-rice hull layer and leachate recirculating system using the same

Similar Documents

Publication Publication Date Title
KR100802168B1 (en) Reinforcement Structure of Road Soft Ground Using Bamboo
JP5758733B2 (en) Temporary storage of radioactive material-containing soil
KR101459703B1 (en) Method for draining and reinfrocing dredged reclaimed land
CN110052471B (en) Petroleum and natural gas drilling waste landfill process
KR101659608B1 (en) Spoil block and method for treating outer layer of soft ground using thereof
TW201114981A (en) Underground structure having an overlaid structure of resin-made layers
KR100981450B1 (en) Constraction method of wasted tire layer is use wasted tire which is protective water pollution prevention shut off in waste santitation reclaimd land
JP2012255250A (en) Rainwater disposal facility
JP3030604B2 (en) Inside slope structure of waste disposal site
JP2021116681A (en) Water-shielding structure of sea surface disposal field revetment
JP5352023B1 (en) Simple bottom plate structure of final disposal site
KR101876825B1 (en) Perforated drainpipe culvert having double filter layer
KR100865876B1 (en) Landfill side protection structure using waste tires
KR101204530B1 (en) Connection structure of wasted tire for protective water pollution prevention shut off in waste saniitation reclaimd land
CN210857298U (en) Water seepage prevention structure of refuse landfill
KR100310728B1 (en) Early reforming construction work method of tender base for dredge soil using a vaccum pressure load and floating mat slab thereof
JP2003001212A (en) Method confining contaminated soil into ground
KR100218901B1 (en) Drainage and Waste Landfill Using Waste Tire
JP4409982B2 (en) Renewal structure of final disposal site
JPH0515847B2 (en)
JP3709633B2 (en) Impervious structure in waste disposal site
KR101168170B1 (en) A protection mat for the wall in sanitary landfill and a method of constructing a protection mat for the wall in sanitary landfill
KR102666220B1 (en) Waste leachate removal method and system in waste landfill
CN213708981U (en) Roadbed structure in acid soil area
CN222470171U (en) A landfill structure for hazardous waste treatment with high-efficiency anti-seepage function

Legal Events

Date Code Title Description
A201 Request for examination
PA0109 Patent application

Patent event code: PA01091R01D

Comment text: Patent Application

Patent event date: 20100610

PA0201 Request for examination
A302 Request for accelerated examination
PA0302 Request for accelerated examination

Patent event date: 20100619

Patent event code: PA03022R01D

Comment text: Request for Accelerated Examination

Patent event date: 20100610

Patent event code: PA03021R01I

Comment text: Patent Application

E902 Notification of reason for refusal
PE0902 Notice of grounds for rejection

Comment text: Notification of reason for refusal

Patent event date: 20100706

Patent event code: PE09021S01D

AMND Amendment
AMND Amendment
E601 Decision to refuse application
PE0601 Decision on rejection of patent

Patent event date: 20100813

Comment text: Decision to Refuse Application

Patent event code: PE06012S01D

Patent event date: 20100706

Comment text: Notification of reason for refusal

Patent event code: PE06011S01I

GRNT Written decision to grant
PR0701 Registration of establishment

Comment text: Registration of Establishment

Patent event date: 20100903

Patent event code: PR07011E01D

PR1002 Payment of registration fee

Payment date: 20100903

End annual number: 3

Start annual number: 1

PX0701 Decision of registration after re-examination

Patent event date: 20100903

Comment text: Decision to Grant Registration

Patent event code: PX07013S01D

Patent event date: 20100813

Comment text: Amendment to Specification, etc.

Patent event code: PX07012R01I

Patent event date: 20100813

Comment text: Decision to Refuse Application

Patent event code: PX07011S01I

Patent event date: 20100713

Comment text: Amendment to Specification, etc.

Patent event code: PX07012R01I

X701 Decision to grant (after re-examination)
PG1601 Publication of registration
J204 Request for invalidation trial [patent]
PJ0204 Invalidation trial for patent

Patent event date: 20110105

Comment text: Request for Trial

Patent event code: PJ02042R01D

Patent event date: 20100903

Comment text: Registration of Establishment

Patent event code: PJ02041E01I

Appeal kind category: Invalidation

Request date: 20110105

Decision date: 20110607

Appeal identifier: 2011100000020

J301 Trial decision

Free format text: TRIAL DECISION FOR INVALIDATION REQUESTED 20110105

Effective date: 20110607

PJ1301 Trial decision

Patent event code: PJ13011S05D

Patent event date: 20110607

Comment text: Trial Decision on Invalidation (Patent, Utility Model, Industrial Design)

Appeal kind category: Invalidation

Request date: 20110105

Decision date: 20110607

Appeal identifier: 2011100000020

J2X1 Appeal (before the patent court)

Free format text: INVALIDATION

PJ2001 Appeal

Patent event date: 20110607

Comment text: Trial Decision on Invalidation (Patent, Utility Model, Industrial Design)

Patent event code: PJ20011S05I

Appeal kind category: Invalidation

Decision date: 20111228

Appeal identifier: 2011200006796

Request date: 20110706

J2X2 Appeal (before the supreme court)

Free format text: APPEAL BEFORE THE SUPREME COURT FOR INVALIDATION

PJ2002 Appeal before the supreme court

Comment text: Trial Decision on Invalidation (Patent, Utility Model, Industrial Design)

Patent event date: 20110607

Patent event code: PJ20021S05I

Request date: 20120120

Appeal identifier: 2012300000320

Appeal kind category: Invalidation

Decision date: 20120614

J302 Written judgement (patent court)

Free format text: JUDGMENT (PATENT COURT) FOR INVALIDATION REQUESTED 20110706

Effective date: 20111228

PJ1302 Judgment (patent court)

Patent event date: 20120207

Comment text: Written Judgment (Patent Court)

Patent event code: PJ13021S01D

Request date: 20110706

Decision date: 20111228

Appeal identifier: 2011200006796

Appeal kind category: Invalidation

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 20120120

Effective date: 20120614

PJ1303 Judgment (supreme court)

Comment text: Written Judgment (Supreme Court)

Patent event date: 20120717

Patent event code: PJ13031S01D

Decision date: 20120614

Appeal kind category: Invalidation

Request date: 20120120

Appeal identifier: 2012300000320

PJ2201 Remand (intellectual property tribunal)

Request date: 20120717

Appeal kind category: Invalidation

Appeal identifier: 2012130000120

Decision date: 20121108

J301 Trial decision

Free format text: TRIAL DECISION FOR INVALIDATION REQUESTED 20120717

Effective date: 20121108

PJ1301 Trial decision

Patent event code: PJ13011S09D

Patent event date: 20121108

Comment text: Trial Decision on Final Judgment on Revocation

Appeal kind category: Invalidation

Request date: 20120717

Decision date: 20121108

Appeal identifier: 2012130000120

EXTG Ip right invalidated
PC2102 Extinguishment