KR100218901B1 - Drainage and Waste Landfill Using Waste Tire - Google Patents
Drainage and Waste Landfill Using Waste Tire Download PDFInfo
- Publication number
- KR100218901B1 KR100218901B1 KR1019970018000A KR19970018000A KR100218901B1 KR 100218901 B1 KR100218901 B1 KR 100218901B1 KR 1019970018000 A KR1019970018000 A KR 1019970018000A KR 19970018000 A KR19970018000 A KR 19970018000A KR 100218901 B1 KR100218901 B1 KR 100218901B1
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- waste
- landfill
- waste tires
- tires
- leachate
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- 239000010920 waste tyre Substances 0.000 title claims abstract description 47
- 239000002699 waste material Substances 0.000 title claims abstract description 25
- 238000000034 method Methods 0.000 claims abstract description 16
- 239000004576 sand Substances 0.000 claims abstract description 14
- 230000004888 barrier function Effects 0.000 claims description 9
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 9
- 239000011324 bead Substances 0.000 claims 1
- 239000002689 soil Substances 0.000 abstract description 7
- 239000012528 membrane Substances 0.000 abstract description 4
- 239000003673 groundwater Substances 0.000 description 9
- 239000011148 porous material Substances 0.000 description 4
- 238000000354 decomposition reaction Methods 0.000 description 3
- 229920003023 plastic Polymers 0.000 description 3
- 238000005056 compaction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000003912 environmental pollution Methods 0.000 description 2
- 238000010169 landfilling Methods 0.000 description 2
- 229920006266 Vinyl film Polymers 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000011109 contamination Methods 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 230000007717 exclusion Effects 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000004745 nonwoven fabric Substances 0.000 description 1
- 239000005416 organic matter Substances 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 239000013502 plastic waste Substances 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 238000011144 upstream manufacturing Methods 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/10—Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0001—Rubbers
- E02D2300/0003—Car tires
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2600/00—Miscellaneous
- E02D2600/40—Miscellaneous comprising stabilising elements
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Soil Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Agronomy & Crop Science (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Processing Of Solid Wastes (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
본 발명은 폐타이어를 이용하여 배수시키는 방법으로서 특히 폐기물 매립장에 매립층내에 저류되는 침출수를 신속히 하부로 배수시키고 또 매립된 폐기물의 침하시 차수막의 인장파손을 방지할 수 있게 하기 위하여 매립장의 바닥면과 사면에 차수막을 깔고 바닥면 중앙에 침출수 집수관을 설치한 다음 트레드면에 구멍 뚫린 다수의 폐타이어들을 종횡 방향으로 밀착시켜 바닥에 깔고 폐타이어의 비드선이 결속되도록 종횡방향으로 로프로 묶어서 고정한 다음 폐타이어가 종횡방향으로 요지부동한 상태에서 폐타이어속과 그 주위 전체에 모래, 자갈층을 형성한 후에 폐기물을 매립하고 상기 폐기물로 매립장에 매립이 다 되었을 때 폐기물 위에 토사로 소정의 뚜께로 복토한 다음 다시 상기의 로프로 연결된 폐타이어를 깔아 고정시켜 복토층을 형성하도록 하여 폐타이어 내부와 사이공간이 배수 기능을 갖도록 함을 특징으로 하는 폐타이어를 이용한 배수 및 폐기물 매립방법.The present invention relates to a method of draining waste tires, in particular, in order to quickly drain the leachate stored in the landfill layer in the waste landfill to the bottom and to prevent the tensile damage of the membrane when the landfill waste is settled. Install the leachate collection pipe at the center of the slope and install the leachate collection pipe at the center of the floor, and then close the bottom of the waste tires which are perforated in the tread surface and lay them on the floor. After the waste tires are formed in the vertical and horizontal directions, sand and gravel layers are formed in and around the waste tires, and the wastes are buried. When the landfills are filled with the wastes, the soil is covered with soil to a predetermined thickness. Next, the waste tires connected by the ropes are laid and fixed to form a cover layer. To drain to waste tires and waste disposal method and the internal space between using waste tires, characterized in that so as to have a multiple function.
Description
첨부도면은 본 발명의 실시 예시도이다.The accompanying drawings are exemplary views of the present invention.
제1도는 본 발명에서 사용되는 폐타이어의 평단면도.1 is a plan sectional view of a waste tire used in the present invention.
제2도는 제1도의 A-A선 단면도.2 is a cross-sectional view taken along the line A-A of FIG.
제3도는 본 발명의 전체 단면도.3 is a cross-sectional view of the present invention.
제4도는 본 발명에서 폐타이어의 배치상태를 나타낸 폐타이어 배치도.Figure 4 is a waste tire layout showing the arrangement of the waste tire in the present invention.
제5도는 본 발명에서 침출수의 배수방향을 나타낸 단면도.5 is a cross-sectional view showing the drainage direction of the leachate in the present invention.
＊도면의 주요부분에 대한 부호의 설명＊ Explanation of symbols for main parts of drawing
1 : 폐타이어 2 : 구멍1: waste tire 2: hole
3 : 차수막 4 : 집수관3: water curtain 4: water collecting pipe
5, 6 : 고정줄 7 : 샌드백5, 6: Fixed line 7: Sandbag
8 : 말뚝 9 : 자갈층8: pile 9: gravel layer
10 : 복토층10: cover layer
본 발명은 폐타이어를 이용하여 배수시키는 방법으로서 특히 폐기물 매립장에서 매립층내에 저류되는 침출수를 신속히 하부로 배수시키고, 또한 매립된 폐기물의 침하이 차수막의 인장파손을 방지할 수 있는 폐기물 매립방법에 관한 것이다.BACKGROUND OF THE
인간의 각종 생활에서 발생하는 폐기물의 최종처리를 매립으로 처분할때에는 위생매립을 하여 환경에의 악영향을 최소화하여야 한다는 것은 세계적으로 공통된 바램이다.When the final disposal of wastes generated by human life is disposed of in landfill, sanitary landfill should be minimized to minimize the adverse effects on the environment.
폐기물 매립시에는 침출수가 발생하는데 위생매립장에서는 이 침출수를 분리, 차단하여 매립장 하부의 토양 및 지하수 오염을 방지하고 있다. 매립장은 그 지형이 평지로 되어 있는 경우가 있고 산간계곡과 같은 골이 형성되어 있는 경우가 있는데 전자와 같이 평지에 매립할 경우에는 웅덩이를 파서 매립하고, 산간계곡에 매립할 경우에는 계곡 하류뷰 병목지점에 제방을 축조하여 그 상류부에 폐기물을 매립하게 된다.Leachate is generated during the landfill, and sanitary landfills separate and block the leachate to prevent soil and groundwater contamination under the landfill. The landfill may have flat terrain and valleys, such as mountain valleys, may be formed.When the landfill is buried in a flat land, such as the former, a pond may be dug up, and when buried in a mountain valley, a valley downstream view bottleneck A levee is built at the point and landfills are disposed upstream.
이때 매립지 바닥과 경사면에는 침출수를 차단하기 위하여 차수막을 포설하고, 그 바닥부터 폐기물을 일정한 두께로 매립한 후 그 상부에 토사로 복토하는 것이 일반적인 방법이다.In this case, it is common practice to install a water barrier at the bottom of the landfill and the slope to block the leachate, and to fill the waste with a predetermined thickness from the bottom and cover the soil with soil.
매립이 진행됨에 따라 매립고는 높아지게 되며 매립용량을 증대시키기 위하여 제방위나 매립사면 지반위로 외부로 노출된 사면을 형성하면서 매립이 진행된다.As landfill progresses, the landfill height increases, and landfill progresses while forming slopes exposed to the outside of the bank or land slope to increase landfill capacity.
이러한 매립작업중에 강우가 내리면 매립장 표면에 내린 강우는 하부로 침투되어 다량의 침출수가 발생하게 된다. 위생 매립장에서는 이 침출수를 매립지 바닥의 집수시설로 모아서 매립지 외부로 배출시켜 처리한다.If the rainfall falls during the landfill operation, the rainfall that falls on the surface of the landfill is infiltrated to the bottom and a large amount of leachate is generated. In sanitary landfills, this leachate is collected in a catchment at the bottom of the landfill and discharged outside the landfill for disposal.
그러나 우리나라는 1995년 1월부터 쓰레기 종량제를 실시하여 각 배출원에서 일반 폐기물을 쓰레기 비닐봉투에 담아 배출함에 따라 폐기물이 비닐봉지에 담긴채로 매립되고 있어 침출수에 대한 새로운 문제가 야기되고 있다. 즉 많은 비닐에 쌓인 쓰레기 뭉치가 연합하여 매립층내 여러곳에 비닐막층을 형성하여 침출수의 하부 침투를 차단함으로서 매립층내 지하수위가 높아지고 있다.However, since January 1995, Korea has implemented a waste-based metering system and discharged general wastes from plastic waste bags in each waste source, and the wastes are buried in plastic bags, causing new problems for leachate. In other words, a lot of plastic garbage piles are combined to form a vinyl film layer in several places in the landfill layer to block the infiltration of leachate under the ground, the groundwater level in the landfill layer is increasing.
이렇게 높아진 지하수위로 인하여 매립층내가 혐기화되어 침출수질이 악화되고 있으며 유기물의 분해가 늦어져 매립장의 안정화가 늦어지고 있다. 더욱이 매립층내에 저류된 지하수(침출수)는 수위가 올라 가면서 외부로 노출된 경사면으로 누출하게 디며, 심한 경우에는 사면이 붕괴하게 된다.Due to the elevated groundwater level, the landfill layer is anaerobic, and the leachate quality is deteriorated, and the decomposition of organic matter is delayed, thereby stabilizing the landfill. Moreover, the groundwater (leachant) stored in the landfill layer leaks out to slopes exposed to the outside as the level rises, and in severe cases the slope collapses.
또한 폐기물 매립지는 폐기물의 성상, 매립시 다짐정도, 복토상태, 폐기물의 분해정도 등에 따라 차이가 있으나 장기간에 걸쳐 매립높이가 각 30%정도 침하하게 된다.In addition, the landfill site differs depending on the characteristics of the waste, the degree of compaction at the time of landfilling, the cover state, and the degree of decomposition of the waste.
이때 차수막이 매립장의 외곽부나 소단부에 고정되어 있으므로 폐기물이 침하하면서 경사면의 차수막과 폐기물의 마찰력으로 차수막이 인장상태가 되어 차수막이 하부로 당겨져 얇아지게 되며 심한 경우는 차수막이 찢어지게 된다.At this time, since the curtain is fixed to the outer part or the small end of the landfill, when the waste is settled, the barrier is tensioned by the friction between the barrier and the waste on the inclined surface, and the barrier is pulled down to become thin, and in severe cases, the barrier is torn.
기존의 매립장에서는 이와같은 문제들을 해결하기 위하여 매립층내 저류된 출수를 펌프를 사용하여 양수하거나, 외부 노출경사면에는 별도의 집수 맹압기를 매설하고 매립경사면 앞에 각 소단별로 제방을 구축하여 매립하는 방법들을 고려하고 있으나 이 방법들을 비용이 많이 소요되며 그 효과가 크지 않아서 아직까지 확실한 방법을 찾지 못하고 있다.In order to solve these problems, the existing landfill pumps the discharged water stored in the landfill layer using a pump, or embeds a separate catchment accumulator on the external exposure slope and builds a dike for each step in front of the landfill slope. Although these methods are being considered, they are expensive and the effect is not so great that there is no clear way yet.
또한 매립폐기물 침하시 차수막의 동반침하로 인한 차수막 파손문제는 별다른 해결책이 없는 실정이다.In addition, there is no solution to the problem of the breakage of the curtain due to the accompanying settlement of the curtain in the landfill waste settlement.
따라서 본 발명은 이러한 문제점들을 해소하기 위하여 매립층내 저류되는 침출수를 신속히 하부로 배수시킬 수 있도록 매립지 외곽 사면부에 천공된 폐타이어를 이용하여 투수성이 큰 필터층을 형성하여 매립층내 저류된 침출수를 필터층으로 흡수하여 배수토록 하였으며 또한 천공된 폐타이어를 천공구멍으로 수평과 수직방향으로 끈으로 고정한 후 상부 소단부 말뚝에 묶어 폐기물 침하시 차수막의 동반침하로 인한 차수막 파손을 방지도록 한 것이다.Therefore, in order to solve these problems, the present invention forms a highly permeable filter layer using waste tires perforated on the outer slopes of the landfill to quickly drain the leachate stored in the landfill layer to the lower layer. The perforated waste tire was fixed with strings in the horizontal and vertical directions through the perforated holes and then tied to the upper small pile to prevent the breakage of the membrane due to the entrainment of the membrane.
또한 본 발명에서는 날로 늘어나는 폐타이어를 사용함으로서 폐타이어 방치로 인한 환경오염을 방지하고 폐타이어의 근본적 처분이 가능하게 된다.In addition, in the present invention, by using the ever-increasing waste tires, it is possible to prevent environmental pollution due to neglect of the waste tires and to fundamentally dispose of the waste tires.
본 발명을 첨부한 예시도면에 따라 설명한다.The present invention will be described with reference to the accompanying drawings.
제1도 및 제2도는 폐타이어의 단면도로서 폐타이어(1)의 접지된 둘레를 돌아 가면서 일정한 간격으로 구멍(2)를 뚫는다.1 and 2 are cross-sectional views of the waste tires, which drill
제3도에서 보는 바와같이 매립장의 바닥면과 사면에 차수막(3)을 깔고 바닥면 중앙에 침출수 집수관(4)를 설치한 다음에 차수막(3)위에 상기한 구멍 뚫린 폐타이어(1)들로 제4도에서 보는 바와같이 종·횡 질서 정연하게 깐다.As shown in FIG. 3, the
이와같이 폐타이어(1)들의 배치가 끝나면 폐타이어(1)에 뚫린 구멍(2)을 이용하여 횡방향 고정줄(5)로 폐타이어가 떨어지지 못하도록 묶는다. 폐타이어(1)사이 사이마다 고정줄(5)로 묶은 다음에는 이 횡방향 고정줄(5)과 폐타이어(1)의 구멍(2)을 이용하여 종방향 고정줄(6)로 일정간격이 되게 묶고 그 상단을 샌드백(7)이나 말뚝(8)에 고정시켜서 폐타이어 전체가 종·횡방향으로 요지 부동한 상태가 되게 한다.As such, when the arrangement of the
폐타이어의 까는 작업과 고정작업이 끝나면 폐타이어(1)속과 그 주위 전체를 모래, 자갈층(9)을 형성하여 필터층을 구성하면 폐기물 매립준비가 완료된다.When the waste tire is cut and fixed, the sand and
폐기물 매립이 완료되면 그 위에 토사로 일정 두께가 되게 복토를 하고 표면을 잘 정리한 후에 전기한 바와같이 구멍 뚫린 폐타이어(1)들을 종·횡으로 촘촘히 깔고 종·횡으로 고정끈으로 잡아 매어서 고정시켜 폐타이어가 종·횡으로 요지 부동한 상태로 한 뒤에 모래, 자갈을 폐타이어속과 그 주위에 충전하고 토사로 최종 복토층(10)을 형성하면 폐기물 매립이 완료된다.When the landfill is completed, cover the soil to a certain thickness with earth and sand, and arrange the surface well. Then, the waste tires (1), which are perforated, are tightly laid vertically and horizontally, and fastened by a string. After the waste tires are fixed and left and right in a state where they are different, the sand and gravel are filled in and around the waste tires, and the
이외에도 본 발명은 토목분야 현장에서 배수와 관련된 다음과 같은 분야에 적용할 수 있다.In addition, the present invention can be applied to the following fields related to drainage in the field of civil engineering.
① 사면 안전공법① Slope safety method
절토 또는 성토 사면의 안정을 위하여 본 발명을 적용할 수 있다. 나지 상태로 있는 사면의 풍화 및 침식 등을 방지하기 위해서는 사면에 석축, 옹벽, 격자망 등을 설치하거나 식재 등을 한다. 이때 우수 및 지하수의 배수를 위한 시설의 설치가 필요하다.The present invention can be applied to stabilize the cut or fill slope. In order to prevent weathering and erosion of bare slopes, stone slopes, retaining walls, grids, etc. are installed or planted on the slopes. At this time, it is necessary to install a facility for drainage of rainwater and groundwater.
본 발명에서는 앞부분에서 언급한 폐기물 매립장의 사면부 침출수 배제방법과 같은 방법으로 천공된 폐타이어에 모래등으로 충진한 필터층을 사면과 석축, 옹벽등 피복물 사이에 형성하여 우수 및 지하수를 배수시켜 사면의 안정성을 갖도록 할 수 있다.In the present invention, a filter layer filled with sand, etc., perforated in the waste tires perforated in the same manner as the method for excluding the leachate from the landfill of the waste landfill mentioned in the previous section is formed between the slope, the sediment, the retaining wall, and the rainwater and groundwater to drain the slope It can be to have.
나지상태의 사면 바닥이 거칠거나 지하수가 많아서 모래가 유실될 가능성이 있을때는 부직포 등을 먼저 포설하고 그 상부에 필터층을 형성시킨다.When the bottom of the slope is rough or there is a lot of groundwater, sand may be lost. Then, a nonwoven fabric is laid first and a filter layer is formed on the top.
② 연약지반 개량공법② Soft ground improvement method
연약지반 개량공법에서 간극수의 배수층으로 본 발명을 적용할 수 있다. 점성토 연약지반의 압밀 촉진 및 개량을 위해 국내에서는 샌드 드레인(sand drain)공법, 팩드레인(packed drain)공법, 플라스틱 드레인 공법, 메나드(Mennard)드레인 공법, 진공 압밀 공법 등이 사용되고 있다.In the soft ground improvement method, the present invention can be applied as a drainage layer of pore water. In order to promote and improve the compaction of soft clay, sand drain method, packed drain method, plastic drain method, Menard drain method and vacuum consolidation method are used in Korea.
이들 배수공법은 지상에서 성토 혹은 공기압 등의 상재하중을 지반에 가하여 지반내 간극수를 강재 배출하고, 동시에 고투수성의 재료를 일정간격으로 개량대상 지역에 수직방향으로 설치하여 간극수가 지상으로 빠르게 배출되도록 하는 원리에 기초한다. 지상으로 배출된 간극수는 지상의 성토층과 지반 사이에 모래로 이루어진 수평 배수층을 두어 처리한다.These drainage methods apply ground loads such as fill or air pressure from the ground to the ground to discharge the pore water in the ground, and at the same time install high permeability materials at regular intervals in the vertical direction in the area to be improved so that the pore water is quickly discharged to the ground. Based on the principle Pore water discharged to the ground is treated by placing a horizontal drainage layer of sand between the ground fill layer and the ground.
이 수평 배수층으로 천공된 폐타이어를 포설하고 모래를 충진시킨다. 넓은 지역을 개량할 때 많은 량의 모래가 소요되므로 본 발명의 적용으로 모래의 사용량은 줄일 수 있게 된다.Perforated waste tires are installed in this horizontal drainage layer and filled with sand. Since a large amount of sand is required to improve a large area, the use of sand can be reduced by the application of the present invention.
이상의 본 발명은The present invention above
(1) 매립층내 침출수의 원활한 배수로 혐기성 상태를 방지하여 침출수질 악화를 방지한다.(1) Prevents anaerobic condition by smooth drainage of leachate in landfill layer to prevent leachate deterioration.
(2) 필터층을 통한 공기의 흡기 및 가스의 배기가 가능하여 유기물 분해를 촉진하여 매립지의 안정화 기간이 단축된다.(2) It is possible to intake air and exhaust gas through the filter layer, thereby promoting organic decomposition and shortening the stabilization period of the landfill.
(3) 매립층내 지하수위(침출수위)가 낮아져 외부로 노출된 폐기물 매립경사면으로 침출수 유출이 방지되고 사면 붕괴 위험이 없어진다.(3) The groundwater level (leachage level) in the landfill layer is lowered to prevent outflow of leachate to the waste landfill slope exposed to the outside and there is no risk of slope collapse.
(4) 차수막위에 폐타이어를 포설하고 모래를 충진함으로서 폐기물 매립시 폐기물내 이물질로 인한 차수막 파손이나 매립작업시 장비사용 부주위로 인한 차수막 파손을 예방할 수 있다.(4) By placing waste tires on the curtains and filling them with sand, it is possible to prevent damage to the curtains due to foreign substances in the waste during landfilling or damage to the curtains due to the minor use of equipment during landfill work.
(5) 폐타이어를 천공하였으므로 가로 및 세로방향으로 고정이 쉽고 경사면에서 타이어 내부에 모래 충진이 쉽다.(5) Since the waste tires are drilled, it is easy to fix them horizontally and vertically, and it is easy to fill sand inside the tire on the inclined surface.
(6) 매립장의 차수막위에 타이어를 포설하고 이 타이어를 수평 및 수직방향으로 고정하여 말뚝 등에 묶음으로서 폐기물 침하시 차수막의 동반침하를 방지하여 차수막 파손을 방지할 수 있다.(6) Placing tires on the barriers of landfills and fixing them in the horizontal and vertical directions to tie them to piles can prevent breakage of the barriers by preventing the subsidence of the barriers during waste settlement.
이외에도 본 발명은 폐기물 매립장이 아닌 토목분야 건설사업에서 배수와 관련된 우수 및 지하수 배제, 연약지반 처리 등에 적용할 수 있으며 폐타이어를 이용함으로서 여과층 형성이 쉽고, 배수 여과재의 소용량이 적어서, 경제적이며 폐타이어 방치로 인한 환경오염을 방지하고, 폐타이어의 안정적 처리가 가능하다.In addition, the present invention can be applied to rainwater and groundwater exclusion, soft ground treatment, etc. related to drainage in civil engineering construction projects, not waste landfills. Prevents environmental pollution caused by tires left unattended and enables stable disposal of waste tires.
Claims (2)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1019970018000A KR100218901B1 (en) | 1997-05-09 | 1997-05-09 | Drainage and Waste Landfill Using Waste Tire |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1019970018000A KR100218901B1 (en) | 1997-05-09 | 1997-05-09 | Drainage and Waste Landfill Using Waste Tire |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| KR19980082898A KR19980082898A (en) | 1998-12-05 |
| KR100218901B1 true KR100218901B1 (en) | 1999-09-01 |
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| Application Number | Title | Priority Date | Filing Date |
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| KR1019970018000A Expired - Lifetime KR100218901B1 (en) | 1997-05-09 | 1997-05-09 | Drainage and Waste Landfill Using Waste Tire |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100865876B1 (en) | 2008-06-04 | 2008-10-29 | 주식회사 건화 | Landfill side protection structure using waste tires |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100408436B1 (en) * | 2000-04-04 | 2003-12-06 | 이현종 | A block for recycling waste tire |
| KR100853826B1 (en) * | 2007-06-27 | 2008-08-22 | 최창준 | Waste Tire Container for Incineration Waste Treatment |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR920008280A (en) * | 1990-10-18 | 1992-05-27 | 박노철 | Surface Block Using Waste Tire and Its Construction Method |
| KR970001755A (en) * | 1995-06-20 | 1997-01-24 | 송병무 | Waste landfill facility on soft ground and its construction method |
-
1997
- 1997-05-09 KR KR1019970018000A patent/KR100218901B1/en not_active Expired - Lifetime
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR920008280A (en) * | 1990-10-18 | 1992-05-27 | 박노철 | Surface Block Using Waste Tire and Its Construction Method |
| KR970001755A (en) * | 1995-06-20 | 1997-01-24 | 송병무 | Waste landfill facility on soft ground and its construction method |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100865876B1 (en) | 2008-06-04 | 2008-10-29 | 주식회사 건화 | Landfill side protection structure using waste tires |
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