KR19980061918A - Construction method of waste dumping and its device for preventing environmental pollution - Google Patents

Construction method of waste dumping and its device for preventing environmental pollution Download PDF

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Publication number
KR19980061918A
KR19980061918A KR1019960081297A KR19960081297A KR19980061918A KR 19980061918 A KR19980061918 A KR 19980061918A KR 1019960081297 A KR1019960081297 A KR 1019960081297A KR 19960081297 A KR19960081297 A KR 19960081297A KR 19980061918 A KR19980061918 A KR 19980061918A
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South Korea
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waste
sand
gas
compaction
garbage
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KR1019960081297A
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Korean (ko)
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KR100201320B1 (en
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임철웅
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임철웅
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/02Improving by compacting
    • E02D3/046Improving by compacting by tamping or vibrating, e.g. with auxiliary watering of the soil
    • E02D3/054Improving by compacting by tamping or vibrating, e.g. with auxiliary watering of the soil involving penetration of the soil, e.g. vibroflotation
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/02Improving by compacting
    • E02D3/10Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2450/00Gaskets
    • E02D2450/10Membranes
    • E02D2450/105Membranes impermeable
    • E02D2450/106Membranes impermeable for liquids
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2450/00Gaskets
    • E02D2450/10Membranes
    • E02D2450/105Membranes impermeable
    • E02D2450/107Membranes impermeable for gases

Abstract

본 발명은 쓰레기가 적체된 쓰레기 투기장의 둘레부에 적체된 쓰레기 바닥깊이의 홀을 파고 홀의 외주벽으로는 별도의 지지틀에 의해 P.V.C차수막을 설치하며, 홀의 박닥에는 배수관을 인출시킨 펌프를 설치하여 모래 자갈을충진하여 모래주벽을 형성하며, 적체된 쓰레기의 상부에서 중추다짐에의한 충격압축 다짐을 실시하면서 다수의 중추다짐홀을 형성하며, 각충추다짐홀에 모래자갈을 충진하여 모래주벽이 형성되도록하며, 쓰레기가 부패되면서 발생하는 악취등의 가스를 포집배출하는 여과용 주름관을 설치한 다음, 점토층과 P.V.C차단막 및 덮개 흙을 순차적으로 층설하는 환경오염방지를 위한 쓰레기투기장의 시공법 및 그장치에 관한것으로 쓰레기가 부패되면서 발생하는 오폐수 및 악취등의 가스를 제거할수 있도록 한 것이다.The present invention is to dig a hole of the bottom depth of the garbage accumulated in the trash dumping waste piles, install a PVC water curtain by a separate support frame in the outer peripheral wall of the hole, and install a pump to draw a drain pipe in the hole of the hole Filled with sand gravel to form a sand circumference, to form a number of central compaction hole by impact compaction by the compaction at the top of the piled waste, the sand circumference wall by filling sand gravel in each compaction compaction hole Filtering pipes are installed to collect and discharge gas such as bad odor generated by garbage decay, and then the construction method of waste dumping site for preventing environmental pollution by layering clay layer, PVC barrier film and cover soil sequentially It is about to remove the gas such as waste water and odor generated by the decay of garbage.

Description

환경오염방지를 위한 쓰레기 투기장의 시공법 및 그 장치Construction method of waste dumping and its device for preventing environmental pollution

본발명은 쓰레기가 적체된 쓰레기 투기장의 둘레부에 쓰레기 투기장 바닥깊이의 배수홀을 형성한다음, 배수홀의내부에는 별도의 지지틀에의하여 P.V.C차수막과 배수펌스를 설치하여 쓰레기 투기장을 형성하는 둘레부가 외부와 차단되도록 하므로서 쓰레기가 부패되면서 발생하는 오페수를 용이하게 제거할 수 있도록 하며, 쓰레기 투기장의 상부에는 가스의 포집배출을 위한 여과용주름관을 설치한다음 그상면부가되는 외부를 상기 P.V.C차수막의 상단부와 융착아여 연설하는 P.V.C차단막을 외부와밀폐 되도록 설치하여 쓰레기가 부페되면서 발생하는 악취가스를 가스배출관을 통하여 가스버어너로서 연소시켜 버림으로서 쓰레기장주변의 환경 및 공해 오염을 방지할수있도록하며, 쓰레기투기장내부의 쓰레기는 충격압축에의한 중추다짐을 실시하므로서 지반의 강도증진과 부등침하 방지 및 지지력을 증가시킬수 있도록 한 환경오염 방지를 위한 쓰레기투기장의 시공법 및 그장치에 관한것이다.The present invention forms a drainage hole at the bottom of the waste dumping area at the periphery of the waste dumping area where the waste is accumulated, and then installs a PVC water curtain and a drain pump by using a separate support frame in the drainage hole to form a waste dumping area. By blocking it from the outside, it is possible to easily remove the effluent generated by the decay of the garbage, and install a filtration corrugated pipe for collecting and discharging the gas in the upper part of the garbage dump and then the outside of the PVC The PVC barrier membrane, which is fused with the upper part, is installed to be sealed with the outside, so that the odorous gas generated when the garbage is buried is burned as a gas burner through the gas discharge pipe to prevent the environment and pollution pollution around the dump site. Garbage inside the dump site is centralized by impact compression. Standing construction method of garbage Arena for the prevention of environmental pollution, so can increase the promotion of soil strength and avoid differential settlement and bearing capacity and to the device.

일반적으로 쓰레기투기장에 적체된 쓰레기는 덮개흙으로만 매립하게되므로 쓰레기가 부패되면서 발생하는 오페수가 주변의 기초지반으로 스며들어가게되어 환경오염이 되며, 가스 등의 심한 악취가 외부로 발산하게됨에따라 환경공해의 요인이되고있으며, 또한 적체상태의 쓰레기가 불균등하게 압축게되므로 지지력이나 지반의 강도가 저하되는 결점이 있었다.In general, the waste accumulated in the dumping ground is only landfilled, so the waste water caused by the decay of the trash is permeated into the surrounding ground, which causes environmental pollution, and the odors such as gas are emitted to the outside. It has been a source of pollution, and because of the uneven compression of accumulated waste, there is a defect that the bearing capacity and the strength of the ground decrease.

따라서 본발명은 쓰레기투기장의 둘레부에 배수홀을 형성하여 그 내부에 P.V.C차수막과 배수펌프를 설치한 상태에서 모래자갈을 충진하므로서 하방으로 오폐수침전실이 형성되는 모래주벽을 형성하여 외부와 차단되는 쓰레기 투기장을 형성한다.Therefore, the present invention forms a drainage hole in the circumference of the garbage dump and fills the sand gravel with the PVC water repellent membrane and the drainage pump installed therein, thereby forming a sand circumference wall in which the wastewater sedimentation chamber is formed to be blocked from the outside. Form a garbage dump.

이와같이 외부와 차단되어 형성되는 모래주벽의 내부에 적체된 쓰레기는 충격압축다짐에의해 다수의 중추다짐홀을 형성하여 모래 자갈을 충진하므로서 가스포집통이 형성되도록하며, 가스포집통의 상부를 가스포집실로하여 가스포집실에는 가스포집 배출통로가 되는 여과용주름관을 설치한 다음, 그 상부로는 점토층을 층설하여 P.V.C차단막을 둘러씌워설치하며, 모래주벽 내부에 적체된 쓰레기가 차수막과 차단막에 의하여 밀폐되도록 설치하므로서 쓰레기가 부패되면서 발생하는 오폐수와 가스동의 악취를 용이하게 제거하여 환경 및 공해 오염을 방지할수 있도록하며, 또한 쓰레기를 충격압축다짐시켜 지반의 침하 촉진과 강도증진 및 부등침하방지에의한 지지력을 증가시킬수 있도록 함을 목적으로 제안된 것이다.Thus, the waste accumulated in the interior of the sand circumference blocked by the outside forms a plurality of central compaction holes by the impact compression compact to fill the sand gravel to form a gas collecting cylinder, and the upper part of the gas collecting cylinder In the gas collection chamber, a filtration corrugation pipe serving as a gas collection discharge passage is installed, and a clay layer is laid on the upper part to cover the PVC barrier film, and the waste accumulated in the sand circumference wall is sealed by the water barrier film and the barrier film. By installing it as much as possible, it is easy to remove the odors of waste water and gas tanks caused by garbage decay, and to prevent the pollution of the environment and pollution. Also, by compacting the impact impact, it is possible to promote settlement of ground, increase strength and prevent inequality. It is proposed to increase the bearing capacity.

도1은 본발명의 단면도1 is a cross-sectional view of the present invention

도2는 본발명의 점토층의 하부를보인 평면도Figure 2 is a plan view showing the bottom of the clay layer of the present invention

도3은 본발명의 일부를 절개하여 보인사시도.3 is a perspective view showing a part of the present invention incision.

도면의 주요부분에 대한 부호의 설명Explanation of symbols for main parts of the drawings

1 : 쓰레기 2 : 배수홀1: Garbage 2: Drainage hole

3 : 지지틀 4 : 재부틀3: support frame 4: reboot

4a : 외부틀 5.5a : 내외부지지봉4a: Outer frame 5.5a: Inner and outer support rod

6 : 횡간 7 : P.V.C차수막6: transverse 7: P.V.C order film

8 : 오폐수배출관 9 : 펌프8: wastewater discharge pipe 9: pump

10 : 모래자갈 11 : 모래주벽10: sand gravel 11: sand wall

11a : 오페수침전실 12 : 중추다짐홀11a: ope sedimentation room 12: central compact hall

13 : 가스포집통 14 : 가스포집실13: gas collecting chamber 14: gas collecting chamber

15 : 가스포집배출통로 16 : 가스배출관15: gas collection discharge passage 16: gas discharge pipe

17 : 가스버어너 23 : 점토층17 gas burner 23 clay layer

24 : P.V.C차단막 24a : 융착부24: P.V.C barrier film 24a: welded portion

25 : 덮개흙 26 : 오페수 합류관25: cover soil 26: Opesu confluence pipe

쓰레기투지장의 둘레부에 적체된 쓰레기(1)바닥깊이의 배수홀(2) 형성한다음, 배수홀(2)의 내부에는 배수홀(2)의 형상과 폭 및 깊이에 알맞는 크기의 지지틀(3)을 별도로 제작하여 설치한다.After forming the drainage hole 2 of the bottom depth of the waste 1 accumulated in the circumference of the waste dumping site, the support frame of the size suitable for the shape, width, and depth of the drainage hole 2 is formed inside the drainage hole 2. (3) Make and install separately.

이때 지지틀(3)의 구조는 평면상으로 내부틀(4)와 외부틀(4a)를 형성하며, 내외부틀(4),(4a)의 하부의 적정위치에 내외부지지봉(5)(5a)를 입설고정하여 내외부지지봉(5),(5a)의 하방을 배수홀(2)의 폭과 같은 길이의 횡간(6)으로 착설고정한 구조이다.At this time, the structure of the support frame (3) forms the inner frame (4) and the outer frame (4a) in a plane, the inner and outer supporting rods (5) (5a) at the appropriate position of the lower portion of the inner and outer frame (4), (4a) Is installed and fixed to the transverse interval 6 of the same length as the width of the drainage hole 2, the inner and outer supporting rods 5, 5a.

이와같이 배수홀(2)의 내부에 설치한 지지틀(3)의 외부틀(4a)와 외부지지봉(5a)에 P.V.C 차수막(7)을 부착하며, 배수홀(2)의 하방에는 오폐수 배출관(8)을 연설하여 인출시킨 펌프(9)를 설치한다음 모래자갈(10)을 충진하여 주므로서 배수홀(2)는 쓰레기투기장의 외부와 차단하는 모래주벽(11)을 형성하면서 펌프(9)가 설치되는 하부에는 오폐수의 칩전실(11a)를 형성하게된다.In this way, the PVC water-repellent membrane 7 is attached to the outer frame 4a and the outer support rod 5a of the support frame 3 installed in the drainage hole 2, and the wastewater discharge pipe 8 is disposed below the drainage hole 2. After installing the pump (9), which is drawn out, and filling the sand gravel (10), the drain hole (2) forms a sand circumferential wall (11) that blocks the outside of the dump site while the pump (9) The lower portion to be installed is to form the chip chamber 11a of the waste water.

이와같이 쓰레기투기장의 둘레부에 외부와 차단되도록 설치한 모래주벽(11)의 내부에 적체되어있는 쓰레기(1)의 상부에서 통상의 크레인 (도시생략) 등을 이용하여 출원인의 선발명(특허공보 공고변호 제 96-3748호)에서 제안된 동다짐에 의한 충격압축다짐을 시행하면서 다수의 중추다짐홀(12)를 형성한다. 상기각 중추다짐홀(12)에는 모래자갈(10)을 충진하므로서 각각가스포집통(13)이 형성 되도록하며, 이와같이 형성된 각 가스포집통(13)의 상부는 가스포집실(14)가 되도록하되, 상기의 가스포집실(14)에는 본인의 선발명(특허공보공고번호 제 96-3745호)에서 제안된 구조의 여과용주름관을 매설하여 가스포집배출통로(15)가 되도록 하였으며, 이들각 가스포집배출통로(15)는 가스배출관(16)에 의하여 가스버어너(17)에 연관하였다.In this way, the applicant's first invention is selected by using an ordinary crane (not shown) or the like on the top of the rubbish 1 accumulated in the sand circumference 11 installed at the circumference of the dump site. A number of pivotal compaction holes 12 are formed while performing the impact compression compaction by dynamic compaction, which is proposed in No. 96-3748. Filling the sand gravel 10 in each of the central compaction hole 12 so that the respective gas collecting container 13 is formed, so that the upper portion of each gas collecting container 13 formed as described above becomes a gas collecting chamber 14, In the gas collecting chamber 14, the filtration corrugated pipe of the structure proposed in the selection of the applicant (Patent Publication No. 96-3745) was buried so as to be the gas collecting discharge passage 15. The collection discharge passage 15 is connected to the gas burner 17 by the gas discharge pipe 16.

상기 각 가스포집배출통로(15)가되는 여과용주름관의 구조는 특허공고번호제 96-3745호에서 도시 된바와 같은 가스포집구멍(18)이 뚫린 요입륜(19)와 돌출륜(20)을 형성한 주름관체(21)의 둘레부에 여과포(22)를 둘러씌워 형성한구조로서 쓰레기(1)이 부패 되면서 발산되는 악취등의 가스를 용이하게 포집하여 배출할수 있는 것이다.The structure of the filtration corrugated pipe to be the respective gas collection discharge passage 15 has a concave inlet ring 19 and the protruding wheel 20 through which the gas collecting holes 18 are drilled as shown in Patent Publication No. 96-3745. It is a structure formed by surrounding the filter cloth 22 around the formed corrugated tubular body 21 and easily collects and discharges gas such as odors emitted as the garbage 1 decays.

이와같은 구성으로 설치하는 쓰레기투기장의 상부가되는 모래주벽(11)의 상부로부터 상기 각 가스포집배출통로(15)가 되는 여과용주름관을 매설시킨 가스포집실(14)의 상부를 전토층(23)이 층설 되도록 시공설치한다음, 점점층(23)의 외면부를 P.V.C 차단막(24)로 둘러씌워 차단막(24)의 둘레 단부를 지지틀(3)을 형성하는 외부틀(4a)에 부착설치한 P.V.C 차수막 (7)의 상단부에 융착부(24a)로서 융착고정설치하므로서 쓰레기투기장에 적체된 쓰레기(1)은 외부와 밀페되도록 시공설치되는 것이며, P.V.C차단막(24)의 외부는 덮개흙(25)로 덮어씌워 P.V.C 차단막(24)를 보호하도록 한다.The upper part of the gas collection chamber 14 in which the filtration corrugated pipes which become the respective gas collection discharge passages 15 were embedded from the upper part of the sand circumferential wall 11 serving as the upper part of the waste dumping site installed in such a configuration is the soil layer 23. ) Is installed so as to be laid, and then the outer surface of the laminar layer 23 is covered with a PVC blocking film 24 so that the peripheral end of the blocking film 24 is attached to the outer frame 4a forming the support frame 3. The waste 1 accumulated in the waste dumping site is installed to be sealed to the outside by being fusion-fixed and installed as a fusion unit 24a at the upper end of the PVC water shield 7, and the outside of the PVC barrier 24 is covered with soil 25. Cover with PVC to protect the PVC barrier (24).

이때 오페수배출관(8)과 가스배출관(16)은 P.V.C 차단막(24)의 외부로 돌출되게 시공설치하여 오폐수배출관(8)을 오폐수 합류관(26)에 연관시켜 합류된 오폐수를 별도의 정화조에 의하여 정화시키도록하며, 가스배출관(16)을 가스버어너(17)에 연관시켜 가스배출관(16)으로 배출되는 악취등의 가스를 연소시키도록 하였다. 이때 연소상태가 불량할 경우에는 가스공급관(27)에 의하여 별도의 프로판가스등을 공급하여 주므로서 쓰레기(1)이 부폐되면서 발산되는 가스를 완전 연소시킬수 있도록 하였다.At this time, the wastewater discharge pipe 8 and the gas discharge pipe 16 are installed to protrude to the outside of the PVC blocking film 24, and the wastewater discharge pipe 8 is connected to the wastewater confluence pipe 26 to connect the wastewater to a separate septic tank. The gas discharge pipe 16 is connected to the gas burner 17 to burn gas such as odor emitted to the gas discharge pipe 16. At this time, when the combustion state is poor, it is possible to completely burn the gas emitted as the waste (1) is broken by supplying a separate propane gas, etc. by the gas supply pipe (27).

도면의 미설명부호 28은 기초지반, 29는 기초지반주벽을 표시한 것이다.In the drawing, reference numeral 28 denotes a foundation ground, and 29 denotes a foundation ground wall.

이와같은 본발명은 쓰레기(1)이 투기되어 적체된 쓰레기 투기장의 둘레부가 P.V.C차수막(7)과 모래주벽(11)에 의하여 기초지반주벽(29)와 차단되었으며, 쓰레기투기장의 상부는 가스포집통(13)과 가스포집실(14), 점토층(23), P.V.C 차단막(24), 및 덮개흙(25)를 순차적으로 시공설치하여주므로서 외부와 차단되도록하였으며, 쓰레기투기장의 하부는 기초지반(28)에 의하여 차단되어 쓰레기투기장의 둘레부와 상하부가 밀폐된 상태이므로 쓰레기(1)은 중추다짐에의한 충격압축된 상태에서 부패되면서 발생되는 오폐수는 하방으로 침전되어 둘레부의 시공설치된 모래주벽(11)의 오폐수침전실(11a)로 유입되게된다. 이때 오폐수침전실(11a)에 시공설치된 펌프(9)를 가동하여 오폐수배출관(8)로 배출하게되므로 쓰레기(1)이부패되면서 발생되는 오페수가 쓰레기투기장의 외부로 누수되는 일이없이 오폐수 침전실(9)에 유입되는 오폐수를 오폐수배출관(8)을 통하여 오폐수합류관(26)에 의하여 오폐수 정화조로안내되어 정화 하는 것이다. 또한 쓰레기(1)이 부폐되면서 발생되는 악취 등의 가스는 가스포집통(13)과 가스포집실(14)에 포집되어 가스포집배출통로(15)에의하여 가스배출관(16)을 통하여 가스버어너(17)로 안내시켜 가스버어너(17)을 가동하여 연소시켜주므로서 쓰레기(1)이 부패 되면서 발생하는 오폐수 및 악취 등의 가스가 완전히 제거되어버리므로 공해를 오염시킬 염려가 없는 것이다.In the present invention, the periphery of the waste dumping area where the waste 1 is dumped and accumulated is blocked from the base ground wall 29 by the PVC water curtain 7 and the sand wall 11, and the upper part of the waste dumping area is a gas collecting container. (13) and the gas collection chamber (14), clay layer (23), PVC barrier film (24), and cover soil (25) to be installed in order to be blocked from the outside, and the bottom of the dump site is the foundation ground ( 28) Since the circumference and the upper and lower parts of the waste dumping area are blocked and the waste 1 is decayed in the impact-compressed state due to the compaction, the waste water generated as the sediment is settled downwards and the sand circumference of the construction installed at the circumference ( 11) flows into the wastewater sedimentation chamber (11a). At this time, the pump 9 installed in the sewage sedimentation chamber 11a is operated to be discharged to the waste water discharge pipe 8, so that the wastewater sedimentation chamber is not leaked to the outside of the waste dumping site. (9) The wastewater introduced into the wastewater septic tank by the wastewater confluence pipe 26 through the wastewater discharge pipe 8 is purified. In addition, the gas such as odor generated when the garbage 1 is decomposed is collected in the gas collecting chamber 13 and the gas collecting chamber 14 and is gas burner through the gas discharge pipe 16 by the gas collecting discharge passage 15. The gas burner 17 is guided to (17) to operate and burned, so that gas such as waste water and odor generated as the garbage 1 decays is completely removed, so there is no fear of polluting the pollution.

이와같이된 본발명은 음식물등의 쓰레기가 별도의 처리없이 투기되는 쓰레기투기장에서 쓰레기가 부패되면서 발생하는 오폐수 및 악취 등의 가스를 제거하여 주므로서 주변의 생활환경및 공해 오염을 방지할 수 있는 것이며, 적체된 쓰레기가 충격 압축다짐에 의해 쓰레기지반의 침하를 촉진유도하여 쓰레기지반의 강도를 증진시킬수 있으며, 부등침하를 방지하여 지지력을 증가시키는 효과가 있는 것이다.Thus, the present invention can prevent pollution of living environment and pollution by removing gas such as waste water and odor generated by garbage decay in the garbage dump where garbage such as food is disposed of separately. By accumulating impacted compacted garbage, the settlement of waste ground can be induced by promoting the settlement of waste ground, and the strength of waste ground can be prevented.

Claims (3)

쓰레기투기장의 둘레부에 적체된쓰레기(1)바닥 깊이의 배수홀(2)의 내부에 배수홀(2)의 폭과 같은 길이의 횡간(6)으로 착설 고정한 내외부지지봉(5)(5a)와 내외부틀(4)(4a)로 형성한 구조의 지지틀(3)을 설치하여 지지틀(3)의 외부틀(4a)와지지봉(5a)에 P.V.C 차수막(7)을 부착하며, 배수홀(2)의 하방으로 오폐수배출관(8)을 연설하여 인출시킨 펌프(9)를 설치한다음, 모래자갈(10)을 충진하여 하부에 오폐수침전실(11a)을 형성하는 모래주벽(11)을 시공하며, 모래주벽(11)의 내부에 적체된쓰레기(1)에는 다수의 중추다짐홀(12)를 형성하여 모래자갈(10)충진하므로서 가스포집통(13)과 가스포집실(14)가 형성되도록하며, 가스포집실(14)에는 가스포집배출통로(15)를 시공설치하여 가수배출관(16)에 의하여 가스버어너(17)에 연관하도록 설치한다음, 모래주벽(11)의 상부로부터 가스포집실(14)의 상부에 점토층(23)을 층설하여 점토층(23)의 외면부를 P.V.C차단막(24)를 둘러씌우며, P.V.C차단막(24)의 외부를 덮개흙(25)로 덮어씌워 시공설치하여서된 환경오염 방지를 위한 쓰레기 투기장의 시공법.Internal and external supporting rods (5) (5a) installed and fixed in transverse (6) of the same length as the width of the drain hole (2) in the waste hole (2) at the bottom of the garbage (1) bottom accumulated in the circumference of the dump site By installing the support frame 3 having a structure formed of the inner and outer frame 4 and 4a, attaching the PVC water-repellent film 7 to the outer frame 4a and the support bar 5a of the support frame 3, the drainage hole ( 2) install the pump 9 drawn out by drawing the wastewater discharge pipe 8 below, and then construct a sand circumferential wall 11 that fills the sand gravel 10 to form a wastewater sedimentation chamber 11a at the bottom thereof. In the waste 1 accumulated in the sand circumferential wall 11, a plurality of central compaction holes 12 are formed to fill the sand gravel 10, thereby forming a gas collecting chamber 13 and a gas collecting chamber 14. The gas collection chamber 14 is installed in the gas collection chamber 14 so as to be connected to the gas burner 17 by the water discharge pipe 16, and then the gas collecting chamber 14 is installed from the top of the sand circumferential wall 11. Lay the clay layer 23 on top of the collecting chamber 14 to cover the outer surface of the clay layer 23 with the PVC barrier film 24, and cover the outside of the PVC barrier film 24 with the cover soil 25 to install it. Construction of garbage dumps to prevent environmental pollution. 제1항에 있어서The method of claim 1 쓰레기 투기장의 둘레부에 적체된 쓰레기(1)바닥의 깊이로 형성한 배수홀(2)의 하방에 오폐수배출관(8)을 연설하여 인출시킨 펌프(9)를 설치하는 모래주벽(11)을 시공설치하며, 적체된 쓰레기(1)은 중추다짐에의한 충격압축다짐을 시행한 상부에 가스포집 배출통로(15)를 시공설치하는 가스포집실(14)가 형성되도록 시공설치한 다음, 상기 모래주벽(11)과 가스포집실(14)의 상부에 점토층(23)을 시공설치하여 쓰레기(1)이 부패되면서 발생하는 오폐수와 악취등의가스를 제거할수 있도록하며, 쓰레기지반의 강도 및 지지력을 증가 시킬수 있도록 함을 특징으로한 환경오염방지를 위한 쓰레기 투기장의 시공법.Construct a sand circumferential wall 11 for installing a pump 9 in which a wastewater discharge pipe 8 is pulled out and drawn out below a drainage hole 2 formed at a depth of the bottom of the waste 1 accumulated in a circumferential dump site. After installation, the accumulated waste (1) is installed so that the gas collecting chamber (14) for installing and installing the gas collecting discharge passage (15) is formed at the upper part where the impact compression compaction by the central compaction is performed, and then the sand The clay layer 23 is installed on the circumferential wall 11 and the gas collection chamber 14 to remove waste water and odor gas generated as the garbage 1 decays. Construction method of a dumping dump site to prevent environmental pollution, characterized by being able to increase. 쓰레기투기장의 둘레부에 적체된 쓰레기(1)바닥의 깊이로 시공설치한 모래주벽(11)에 P.V.C차수막(7)을 부착 설치하며, 모래주벽(11)의 하방으로는 오폐수배출관(8)을 연설하여 인출시킨 펌프(9)를 설치하며, 적체된 쓰레기(1)의 상부에는 중추다짐에 의해 시공설치한 가스포집실(14)에 가스포집배출통로(15)를 형성하는 연여과용주름관(15)를 설치한다음, 그상부를 점토층(23)과 P.V.C차단막(24)를 순차적으로 덮어씌워 쓰레기투기장을 밀폐되도록 구성하여 쓰레기(1)가 부패되면서 발생하는 오폐수와 악취등의가스를 제거할수 있도록함을 특징으로하는 환경오염방지를 위한 쓰레기 투기장의 오폐수 및 악취가스제거장치.A PVC water curtain (7) is attached to the sand circumference wall (11) installed at the depth of the bottom of the trash (1) accumulated in the circumference of the garbage dump, and the wastewater discharge pipe (8) is installed below the sand circumference wall (11). The pump (9), which has been pulled out, is installed, and the pleated pipe (15) for forming a gas collecting discharge passage (15) in the gas collecting chamber (14) installed by the compaction on the upper part of the accumulated waste (1). ), And then cover the top of the clay layer 23 and the PVC barrier 24 in order to seal the waste dumping area to remove the waste water and odor gas such as the waste (1) is decayed Waste water and odor gas removal device of the waste dumping facility for preventing environmental pollution.
KR1019960081297A 1996-12-31 1996-12-31 Construction method of filled-up-land for solid waste treatment plant and soild waste treatment plant KR100201320B1 (en)

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CN104110024A (en) * 2013-04-18 2014-10-22 中交上海航道勘察设计研究院有限公司 Drainage consolidation method for reinforcement treatment of hydraulic filling soft clay

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KR100421963B1 (en) * 2001-06-11 2004-03-12 주식회사 엔바이로피아 Final Cover System of Vertical Movable LFG Drainage with Sink of Landf ill
CN102720176B (en) * 2012-06-28 2014-08-13 中国水利水电第七工程局成都水电建设工程有限公司 Foundation strengthening treatment method

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104110024A (en) * 2013-04-18 2014-10-22 中交上海航道勘察设计研究院有限公司 Drainage consolidation method for reinforcement treatment of hydraulic filling soft clay

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