KR100868229B1 - Washing and foreign material removal method and the system of construction waste - Google Patents

Washing and foreign material removal method and the system of construction waste Download PDF

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KR100868229B1
KR100868229B1 KR1020070023792A KR20070023792A KR100868229B1 KR 100868229 B1 KR100868229 B1 KR 100868229B1 KR 1020070023792 A KR1020070023792 A KR 1020070023792A KR 20070023792 A KR20070023792 A KR 20070023792A KR 100868229 B1 KR100868229 B1 KR 100868229B1
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tank
aeration
construction waste
filtration
aggregate
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KR20070037464A (en
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최준옥
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최준옥
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B03SEPARATION OF SOLID MATERIALS USING LIQUIDS OR USING PNEUMATIC TABLES OR JIGS; MAGNETIC OR ELECTROSTATIC SEPARATION OF SOLID MATERIALS FROM SOLID MATERIALS OR FLUIDS; SEPARATION BY HIGH-VOLTAGE ELECTRIC FIELDS
    • B03BSEPARATING SOLID MATERIALS USING LIQUIDS OR USING PNEUMATIC TABLES OR JIGS
    • B03B5/00Washing granular, powdered or lumpy materials; Wet separating
    • B03B5/28Washing granular, powdered or lumpy materials; Wet separating by sink-float separation
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B03SEPARATION OF SOLID MATERIALS USING LIQUIDS OR USING PNEUMATIC TABLES OR JIGS; MAGNETIC OR ELECTROSTATIC SEPARATION OF SOLID MATERIALS FROM SOLID MATERIALS OR FLUIDS; SEPARATION BY HIGH-VOLTAGE ELECTRIC FIELDS
    • B03BSEPARATING SOLID MATERIALS USING LIQUIDS OR USING PNEUMATIC TABLES OR JIGS
    • B03B5/00Washing granular, powdered or lumpy materials; Wet separating
    • B03B5/62Washing granular, powdered or lumpy materials; Wet separating by hydraulic classifiers, e.g. of launder, tank, spiral or helical chute concentrator type
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B03SEPARATION OF SOLID MATERIALS USING LIQUIDS OR USING PNEUMATIC TABLES OR JIGS; MAGNETIC OR ELECTROSTATIC SEPARATION OF SOLID MATERIALS FROM SOLID MATERIALS OR FLUIDS; SEPARATION BY HIGH-VOLTAGE ELECTRIC FIELDS
    • B03BSEPARATING SOLID MATERIALS USING LIQUIDS OR USING PNEUMATIC TABLES OR JIGS
    • B03B9/00General arrangement of separating plant, e.g. flow sheets
    • B03B9/06General arrangement of separating plant, e.g. flow sheets specially adapted for refuse
    • B03B9/061General arrangement of separating plant, e.g. flow sheets specially adapted for refuse the refuse being industrial
    • B03B9/065General arrangement of separating plant, e.g. flow sheets specially adapted for refuse the refuse being industrial the refuse being building rubble
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B07SEPARATING SOLIDS FROM SOLIDS; SORTING
    • B07BSEPARATING SOLIDS FROM SOLIDS BY SIEVING, SCREENING, SIFTING OR BY USING GAS CURRENTS; SEPARATING BY OTHER DRY METHODS APPLICABLE TO BULK MATERIAL, e.g. LOOSE ARTICLES FIT TO BE HANDLED LIKE BULK MATERIAL
    • B07B1/00Sieving, screening, sifting, or sorting solid materials using networks, gratings, grids, or the like

Abstract

본 발명은 건설폐기물의 효율적인 재활용을 도모하기 위한 것으로 건설폐기물 처리 과정 중 순환골재와 선별토사(이하, "잔골재"라 한다.)에 혼재하는 이물질을 제거하기 위한 발명이다.

이물질 제거 방법은 건설폐기물에서 잔골재를 얻기 위해 파쇄 후 골재 또는 선별토사를 물과 함께 폭기수조내에 투입하여 폭기수조내에서 에어 폭기장치에 의해 부상 후 폭기 되면서 이물질과 0.3mm이하의 미립분과 물을 배출하고 잔골재만 남도록 한다. 이후 스크류 데칸터를 이용하여 물과 이물질, 미립분으로 분리 선별되고, 각기 다른 배출구로 배출되어 야적장으로 이송되고, 물은 급수저장조로 이송되어 재공급하는 공정으로 이루어는 것으로 구성되는 각 장치의 세부구성과 방법을 제공하는 것에 관한 것이다.

상기의 구성을 갖는 본 발명은 순환 골재를 물리적인 방법으로 입도분리를 하여 간편하게 양질의 잔골재를 분리회수 할 수 있도록 하는 장점을 갖고 있으며, 분리회수된 잔골재는 건설현장의 골재로 재활용될 수 있다.

Figure 112007019605530-pat00001

건설폐기물, 잔골재, 폭기장치, 이중원통, 폭기여과수조, 스크류데칸터

The present invention aims at efficient recycling of construction wastes, and is an invention for removing foreign matters mixed in recycled aggregates and selected soils (hereinafter referred to as "fine aggregates") during the construction waste treatment process.

The foreign material removal method is to put aggregate or sedimentary soil together with water into the aeration tank after crushing to obtain fine aggregates from construction waste. And only fine aggregate remains. Subsequently, a screw decanter is used to separate and sort water, foreign matter and fine particles, and discharge them to different outlets to be transported to the yard, and the water is transferred to a water storage tank and resupply. It is about providing the configuration and method.

The present invention having the above configuration has the advantage that it is possible to easily separate and recover fine aggregates by particle size separation of the circulating aggregate physically, the separated aggregates can be recycled to the aggregate of construction sites.

Figure 112007019605530-pat00001

Construction waste, fine aggregate, aeration device, double cylinder, aeration filtration tank, screw decanter

Description

건설폐기물의 세척과 이물질 제거 방법 및 그 장치{Washing and foreign material removal method and the system of construction waste}Washing and foreign material removal method and the system of construction waste

도 1은 공정도를 도시한 것이다.1 shows a process diagram.

도 2는 폭기 수조를 도시한 것이다.2 shows an aeration tank.

도 3은 공정에 따른 장치를 배치 도시한 것이다.3 shows a layout of the device according to the process.

* 도면의 주요 부분에 대한 부호의 설명       * Explanation of symbols for the main parts of the drawings

100 : 폭기여과수조 101 : 외측여과벽체 100: aeration filtration tank 101: outer filtration wall

102 : 지지대 103 : 외측여과벽체 가로줄102: support 103: horizontal filter wall horizontal row

104 : 외측여과벽체 세로줄 111 : 내측여과벽체104: outer filtration wall vertical line 111: inner filtration wall

112 : 지지대 113 : 내측수조112: support 113: inner tank

114 : 내측여과벽체 세로줄 115 : 내측여과벽체 가로줄114: vertical filter wall vertical line 115: inner filter wall horizontal line

121 : 외측수조 122 : 에어공급배관121: outer tank 122: air supply piping

123 : 폭기장치 124 : 바닥부123: aeration device 124: bottom

125 : 배출구 130 : 테두리형집배수관로125: outlet 130: rim-type drainage pipe

131 : 바닥부 132 : 배출구131: bottom 132: outlet

200 : 스크류데칸터 201 : 걸름망200: screw decanter 201: strainer

300 : 저장급수조300: storage water tank

160 : 0.2~0.5mm 여과망체 170 :순환 골재 배출 장치160: 0.2 ~ 0.5mm filter net 170: circulating aggregate discharge device

본 발명은 건설폐기물의 효율적인 재활용을 도모하여 자원 부족의 해결과 환경 보존에 효과적으로 대처할 수 있도록 건설폐기물에서 이물질을 제거하는 방법 및 그 장치에 관한 것이다.The present invention relates to a method and apparatus for removing foreign matters from construction wastes so as to efficiently recycle construction wastes and effectively cope with resource shortages and environmental preservation.

특히, 본 발명은 각종 건축, 토목공사 등 건설현장에서 발생되는 폐콘크리트, 폐아스팔트 콘크리트 등을 수집운반하여 건축폐기물 중간처리사업장에서 파쇄, 선별 등의 공정을 이용하여 재생골재를 생산하는 과정에서 이물질을 폭기수조, 스크류 데칸터를 이용하여 제거하고, 이물질 및 미립분을 탈수하여 재이용 또는 매립에 양호한 상태로 얻기 위함이다.In particular, the present invention collects and transports waste concrete, waste asphalt concrete, etc. generated in various construction and civil engineering construction sites, and foreign matters in the process of producing recycled aggregates using processes such as crushing and sorting in construction waste intermediate treatment plants. This is to remove by using an aeration tank, a screw decanter, dehydration of foreign matter and fines to obtain a good state for reuse or landfill.

과거 개발우선정책과 고도성장주의의 정책으로 축조된 각종 건축, 토목공사물은 노후화 및 기능의 현저한 저하에 따라 재개발, 재건축 또는 구조물의 해체 대상이 되고 있어 그 폐기물이 급증하고 있는 실정이다.In the past, various construction and civil works constructed by development priority policies and high-growth policies are subject to redevelopment, reconstruction, or dismantling of structures due to the aging and remarkable deterioration of their functions.

일반적으로, 건설폐기물이라 함은 쓰레기, 폐자재 등이 섞인 순환 골재나 순환 골재, 자갈, 토석 또는 이들이 혼합된 형태의 순환 골재와, 콘크리트덩이, 폐목재, 아스팔트 콘크리트덩이 및 건설 오니 등을 지칭하는 것이며, 그 주요 특성의 하나가 건설폐기물의 대부분이 무기물로 구성되어 있어 인체에 무해하다는 것과, 다종의 폐기물이 혼재된 상태로 배출되어 그 처리가 복잡, 곤란하다는 점을 들 수 있는데, 바로 이점이 그 동안 유용재로 활용할 수 있는 건설폐기물 처리에 관한 정부와 업계의 무관심을 유발한 원인이라 할 것이다.Generally, construction waste refers to recycled aggregates in which garbage and waste materials are mixed, recycled aggregates, gravel, earth, or recycled aggregates in which they are mixed, concrete lumps, waste wood, asphalt concrete lumps, and construction sludges. One of the main characteristics is that most of the construction waste is composed of inorganic material, which is harmless to the human body, and that various kinds of wastes are discharged in a mixed state, and the treatment is complicated and difficult. In the meantime, this may be the cause of indifference between the government and the industry regarding the disposal of construction waste, which can be used as a useful material.

때문에, 이러한 폐기물의 적절한 관리를 통해 실질적인 재활용을 가능케 함으로 환경오염의 최소화와 부족자원의 대체화, 그리고 건설 산업 전반에 걸친 원가절감을 적극적으로 도모해야 한다.
한편, 본인이 발명출원한 공개특허공보 제 10-2007-019780에서는 폭기여과수조를 제1수조와 제2수조로 구성되어 폭기 및 분리 되도록 설정하여였으나, 본 발명에서는 제1 폭기여과수조와 제 2폭기여과수조를 하나로 통합하여 보다 편리하게 구성하였다.
기존의 발명에서는 제1폭기여과수조에서 20분간 폭기와 교반에 의한 분리 공정을 한 후 펌핑하여 제2 폭기여과수조에서 20분간 폭기 및 분리 하여 데칸터와 경사스크린으로 펌핑하여 최종분리하였으며, 투입된 선별토사가 최종 분리되는 과정은 1시간이 소요되었다. 그러나, 본 발명에서는 각 폭기여과수조에서 지체되는 시간을 줄이는 것을 목적으로 하나의 폭기여과수조내에서 폭기와 분리가 동시에 이루어지도록 함에 따라 폭기여과수조에서 20분동안 폭기분리하는 과정 중에 이물질과 점토 실트는 데칸터로 이송되어 폭기여과수조가 운용되는 시간내에 분리 과정을 운용함으로서, 소요시간이 1/2 이상 감축되도록 하였다.
Therefore, the proper management of these wastes enables the actual recycling, minimizing environmental pollution, replacing scarce resources, and reducing costs throughout the construction industry.
On the other hand, in Korean Patent Application Publication No. 10-2007-019780, which the applicant has applied for, the aeration filtration tank is composed of a first tank and a second tank, so that the aeration and separation are established. In the present invention, the first aeration filtration tank and the second aeration are set. The filter tank was integrated into one to make it more convenient.
In the existing invention, after the separation process by aeration and stirring for 20 minutes in the first aeration filtration tank, the aeration and separation in the second aeration filtration tank for 20 minutes and pumped with a decanter and inclined screen for final separation. The final sedimentation process took one hour. However, in the present invention, the foreign matter and clay silt during the process of aeration separation for 20 minutes in the aeration filtration tank, so that the aeration and separation in one aeration filtration tank at the same time for the purpose of reducing the time delay in each aeration filtration tank The sewage was transported to the decanter to operate the separation process within the time during which the aeration filtration tank was operated, thereby reducing the required time by 1/2 or more.

기존의 기술들은 폐콘크리트를 파쇄하여 입도별 분리하는 과정에서 이물질을 분리하는 공정으로 이루어지나, 공정이 복잡하고, 효과적인 이물질 제거를 하지 못하는 상태이다. Existing technologies are composed of a process of separating foreign matters in the process of crushing waste concrete to separate particles by particle size, but the process is complicated and does not effectively remove foreign substances.

따라서, 본 기술을 이용하여 이물질 제거 및 공정의 간소화를 통해 환경친화적이면서 보다 효과적인 재활용 기술을 이루고자 한다.Therefore, this technology is intended to achieve environmentally friendly and more effective recycling technology through the removal of foreign substances and the simplification of the process.

본 발명의 바람직한 실시예는 첨부도면을 참조한 이하의 설명을 통해 보다 구체적으로 재현될 수 있을 것이다.Preferred embodiments of the present invention may be more specifically reproduced through the following description with reference to the accompanying drawings.

본 장치의 구성은 폭기여과수조(100)의 상단에 설치되는 여과벽체는 내측여과벽체(111), 외측여과벽체(101)로 구성되고 수조는 내측수조(113)와 외측수조(121)로 이루어지는 이중 원통 형태의 여과벽체 구조로서 최외측부에는 테두리형집배수관로(130)가 설치되고, 외측수조(121) 바닥면에는 잔류세척골재를 배출시키 는 배출구(125)가 설치되고, 내측수조(113)은 외측수조(121)의 중앙에 설치되며 그 끝은 스크류데칸터(200)로 연결된다. 또한 외측수조의 바닥면과 측면에는 폭기장치(123)이 설치되어 골재와 이물질 그리고 미립분을 부상 시키고, 폭기에 의한 수중 분사압에 의해 세척 및 분리되도록 한다.The configuration of the device is the filter wall is installed on the top of the aeration filtration tank 100 is composed of the inner filtration wall 111, the outer filtration wall 101, the tank consists of the inner tank 113 and the outer tank 121. As a double-cylindrical filter wall structure, the outermost portion is provided with a rim-type collecting and draining passage 130, and the outlet 125 for discharging the remaining washing aggregate is installed on the bottom surface of the outer tank 121, the inner tank 113 Is installed in the center of the outer tank 121, the end is connected to the screw decanter (200). In addition, aeration device 123 is installed on the bottom surface and the side of the outer tank to injure aggregate, foreign matter and fines, and to be washed and separated by the underwater injection pressure by aeration.

본 장치의 세부구성은 다음과 같다. The detailed configuration of the device is as follows.

폭기여과수조(100)의 하단 몸체는 외측수조(121)와 내측수조(113)를 갖는 이중 원통형 수조이며, 내부에 삽입된 내측수조(113)는 원기둥형이며, 하단부에 별도의 배출구 기능을 갖는 형태이다.
세척 및 분리하고자 하는 대상인 선별토사나 잔골재를 폭기여과수조(100)의 외측수조(121)에 투입하면 저장급수조(300)로 부터 공급되는 세척수에 의해 침수되면서 발생하는 폭기압에 의한 와류로 인해 잔재된 이물질과 비중이 가벼운 작은 입자가 부상하게 된다. 이때, 내측수조(113)의 내측여과벽체(111)로 작은 미립분이 세척수로 공급된 물과 함께 스크류데칸터(200)로 이송된다. 따라서, 내측수조(113)에 구성되는 배수관은 스크류데칸터(200)와 연결되도록 설치하여야 한다. 즉, 폭기여과수조(100)의 중심에 설치되는 내측수조(113)의 상부는 내측여과벽체(111)가 견고한 지지대(112)를 이용하여 설치되는 것이며, 내측수조(113)의 하부는 폭기여과수조(100) 바닥부를 통과하여 스크류데칸터(200)으로 연결되도록 하되 골재와 물의 이동에 따른 마찰력과 압력을 견딜 수 있는 재질의 배관형태여야 한다.
외측수조(121)는 하부와 측면에 유입된 선별토사나 잔골재를 수중에서 폭기에 의한 부상분리가 가능하도록 폭기장치(123)가 설치된다.
즉, 폭기장치(123)는 폭기수조(100)의 외측수조(121)의 측면과 바닥면에 설치되며, 공기를 보급하는 에어공급배관(122)으로 부터 공급받아 일정한 압력으로 수중에서 분사되도록 한다. 에어공급배관(122)은 폭기수조(100)의 둘레를 감싸는 형태의 것으로 다단형으로 설치된다. 그리고, 에어공급배관(122)의 내측면에 해당하는 물과 접하는 부분에는 폭기장치(123)이 설치된다. 또한 측면부의 폭기장치(123)는 수중에서 물의 흐름이 시계방향으로 흐르도록 일정한 경사를 갖게 설치되며, 바닥부(124)의 폭기장치(123)는 상방향으로 설치된다.
The lower body of the aeration filtration tank 100 is a double cylindrical tank having an outer tank 121 and the inner tank 113, the inner tank 113 inserted therein is cylindrical, having a separate outlet function at the bottom Form.
When the screening soil or fine aggregates to be washed and separated is put into the outer tank 121 of the aeration filtration tank 100 due to the vortices caused by the aeration pressure generated by immersion by the washing water supplied from the storage water tank 300 Residual foreign matter and small particles with a light specific gravity will rise. At this time, the small particulates to the inner filtration wall 111 of the inner tank 113 is transferred to the screw decanter 200 together with the water supplied to the washing water. Therefore, the drain pipe configured in the inner tank 113 should be installed to be connected to the screw decanter 200. That is, the upper portion of the inner tank 113 is installed in the center of the aeration filter tank 100 is the inner filtration wall 111 is installed using a rigid support 112, the lower portion of the inner tank 113 is aeration filtration Pass through the bottom of the water tank 100 to be connected to the screw decanter 200, but should be a pipe form of the material that can withstand the frictional force and pressure caused by the movement of the aggregate and water.
Outer water tank 121 is aeration device 123 is installed to allow the separation of floating by the aeration in the sediment or fine aggregates introduced into the lower and side.
That is, the aeration device 123 is installed on the side and bottom surface of the outer tank 121 of the aeration tank 100, is supplied from the air supply pipe 122 for supplying air to be sprayed in the water at a constant pressure . The air supply pipe 122 is installed in a multi-stage type to wrap around the aeration tank 100. In addition, the aeration device 123 is installed at a portion in contact with water corresponding to the inner surface of the air supply pipe 122. In addition, the aeration device 123 of the side portion is installed to have a constant inclination so that water flows in the clockwise direction in the water, the aeration device 123 of the bottom portion 124 is installed upward.

또한, 외측수조(121)의 배수구조는 외측여과벽체(101)를 거쳐 여과되는 이물질 슬러리가 테두리형집배수관로(130)로 집수되고, 테두리형집배수관로(130)는 바닥부(131)가 5도 이상의 경사를 갖고 물 흐름이 자연스럽도록 배출구 방향으로 기울어진다. 여기서, 테두리형집배수관로(130)는 폭기여과수조(100)에 공급되는 세척수와 폭기장치(123)에 의한 폭기압에 의하여 외측여과벽체(101)을 통과한 물과 이물질, 점토, 실트 등이 원심력에 의하여 튀지 않도록 적정 높이를 설정하여야 설치하여야 한다. In addition, the drainage structure of the outer tank 121 is the foreign matter slurry filtered through the outer filtration wall 101 is collected in the rim-type collection drainage pipe 130, the bottom of the rim-type drainage pipe 130 is 5 It is inclined in the direction of the outlet so that the water flow is natural with a slope of more than degrees. Here, the frame-type drainage pipe 130 is the water and foreign matter, clay, silt, etc. that passed through the outer filtration wall 101 by the aeration pressure by the washing water and the aeration device 123 is supplied to the aeration filtration tank (100) Proper height should be set to prevent splashing by centrifugal force.

내측여과벽체(111)와 외측여과벽체(101)의 체 크기는 가로 0.3mm, 세로 100mm의 직사각형 망을 구성하여 폭이 좁고 길이가 긴 이물질의 여과배출이 원활하도록 한다. 내측여과벽체(111)와 외측여과벽체(101)를 안팎으로 설치하는 목적은 세척 분리 공정을 단축하기 위함이다. 또한, 수압에 의한 여과벽체의 파손을 방지하기 위하여 일정 간격마다 지지대(102),(112)를 설치한다.The sieve size of the inner filtration wall 111 and the outer filtration wall 101 forms a rectangular network of 0.3 mm in width and 100 mm in length to facilitate the filtration and discharge of foreign materials having a narrow and long length. The purpose of installing the inner filtration wall 111 and the outer filtration wall 101 in and out is to shorten the washing separation process. In addition, in order to prevent breakage of the filtration wall due to water pressure, supports 102 and 112 are provided at regular intervals.

삭제delete

폭기여과수조(100)의 바닥부(124)는 중간지점에서 배출구(125) 방향으로 기울어지는 형태이며 잔류하는 선별토사나 순환골재를 배출시 원활한 흐름을 유도하는 기능을 갖는다. 즉, 바닥부(124)는 "~"와 같이 두개의 배출구(125)를 기준으로 볼때, 배출구에 인접한 부분은 오목하고, 중간 지점은 볼록하게 되며, 다시 배출구(125)와 만나게 되는 인접한 부분은 오목하게 구성이 된다.
폭기여과수조(100)의 바닥부(124)는 중간지점에서 배출구(125) 방향으로 기울어지는 형태가 갖는 특장점은 폭기여과수조(100)의 바닥부가 물결형상과 같이 볼록하고 오목함으로써, 공급된 세척수에 의한 흐름이 일정하게 형성되지 않고, 위아래로 입자가 파도를 치듯이 흐르면서 측면과 하부면에서 분사되는 에어압력에 의해 점토 덩어리는 더욱 세세하게 분산된다.
The bottom portion 124 of the aeration filtration tank 100 is inclined toward the outlet 125 at an intermediate point and has a function of inducing a smooth flow when discharging the remaining selected sediment or circulating aggregate. That is, when the bottom 124 is based on the two outlets 125, such as "~", the portion adjacent to the outlet is concave, the middle point is convex, and the adjacent portion that meets the outlet 125 again is It becomes concave.
The bottom part 124 of the aeration filtration tank 100 has an inclination in the direction of the outlet 125 from the middle point is that the bottom of the aeration filtration tank 100 is convex and concave like a wave shape, the supplied washing water The flow of clay is not uniformly formed, and the clay lumps are more finely dispersed by the air pressure sprayed from the side and the lower surface while the particles flow up and down.

상기와 같이 구성되는 폭기여과수조(100)의 세척 및 이물질 제거 방법은 다음과 같다. Method for cleaning and removing foreign substances of the aeration filtration tank 100 is configured as described above.

폭기여과수조(100)에 투입된 선별토사나 순환골재가 한곳에 체류하지 않도록 세척수를 공급하여 분산하는 단계와; Dispersing by supplying the washing water so that the sedimented sediment or circulating aggregate introduced into the aeration filtration tank 100 does not stay in one place;

외측수조(121)의 측면과 바닥면에 설치된 폭기장치(123)을 작동하여 분사압에 의한 부상, 세척이 원활하게 이루어지도록 하는 단계와;Operating the aeration apparatus 123 installed on the side and bottom of the outer tank 121 to smoothly injure or wash due to the injection pressure;

폭기압에 의해 수면으로 부상하고 브라운운동력에 의하여 다시 가라앉고 떠오르기를 반복하는 이물질과 미립분을 내측여과벽체(111)와 외측여과벽체(101)의 상부로 월류배출하고, 여과배출되도록 하는 단계와;The step of allowing the foreign matter and fine particles to rise to the surface by the aeration pressure and to sink and rise again by Brown's movement force to the upper portion of the inner filtration wall 111 and the outer filtration wall 101, and filtered out ;

월류 및 여과 배출되는 이물질과 미립분은 외측의 경우, 폭기여과수조(100)의 하단에 설치된 테두리형집배수관로(130)으로 집배수되어 스크류 데칸터(200)로 유입되고, 내측의 경우, 내측수조(113)로 집수되어 스크류 데칸터(200)로 유입되도록 하는 단계와;Foreign substances and fines discharged through the monthly and filtration are collected in the outside of the aeration-type collecting pipe passage 130 installed at the lower end of the aeration filtration tank 100 to be introduced into the screw decanter 200, and in the case of the inside, Collecting water into the water tank 113 to flow into the screw decanter 200;

세척 후 외측수조(121)의 바닥에 잔류하는 잔골재는 배출구(125)로 배출되며, 이를 돕기 위해 세척수를 재공급하고 폭기장치를 가동하여 배출하고 이송야적하는 단계와;Residual aggregate remaining on the bottom of the outer tank 121 after washing is discharged to the outlet (125), the supplying the washing water to help this, the aeration device is discharged and discharged and transport yard;

스크류데칸터(200)로 유입된 물, 이물질, 미립분은 원심력에 의해 각기 배 출되고, 비중이 큰 이물질과 미립분은 탈수되어 배출되며, 비중이 가벼운 이물질과 물은 함께 배출되어 걸름망(201)을 거쳐 물만 저장급수조(300)으로 이송되는 단계와;Water, foreign matters and fines introduced into the screw decanter 200 are discharged by centrifugal force, and the foreign matters and fines having a high specific gravity are dehydrated and discharged. And only the water is transferred to the storage water supply tank 300 through;

저장급수조(300)의 물은 세척수로서 재공급 되는 것을 특징으로 하는 건설폐기물의 세척 및 이물질 제거 방법 및 그 장치.The water and the storage method of the storage water supply tank 300 and the method for cleaning and removing foreign substances of the construction waste, characterized in that the re-supplied as washing water.

상기의 구성을 갖는 본 발명은 건설폐기물 처리과정에서 발생되는 선별토사와 파쇄골재를 세척하여 간편하게 양질의 잔골재를 분리회수할 수 있도록 고안된 방법으로서 자원회수 효율을 극대화 시키는 장점을 갖는다.The present invention having the above configuration has the advantage of maximizing the resource recovery efficiency as a method designed to separate and recover fine aggregates easily by washing the selected sediment and crushed aggregates generated in the construction waste treatment process.

Claims (4)

폭기압에 의해 수면으로 부상하면서 분산되는 입자들이 브라운운동력에 의하여 다시 가라앉고 떠오르기를 반복하는 상태로 흐를때 측면부와 하부면에서 분사되는 압에 의해 더욱 세세하게 분리되며 상승하여 이중여과벽체로 구성된 내측여과벽체(111)와 외측여과벽체(101)를 통해 여과배출 및 월류배출되도록 하고 세척된 잔골재는 하부 배출구로 배출하는 것을 특징으로 하는 건설폐기물의 세척 및 이물질 제거 방법.Inner filtration consisting of a double filtration wall which is separated and rises more finely by the pressure sprayed from the side part and the lower part when the particles dispersed while rising to the surface due to the aeration pressure are sinked and floated again by the Brownian motion force. Method for cleaning and removing foreign matters of the construction waste, characterized in that the filtered discharge and the overflow discharged through the wall 111 and the outer filtration wall 101 and discharged to the lower outlet. 이중원통형의 폭기여과수조(100)는 상단은 내측여과벽체(111), 외측여과벽체(101)로 구성되고, 하단은 내측수조(113)와 외측수조(121)로 이루어진다. 또한, 최외측부에는 테두리형집배수관로(130)가 설치되고, 외측수조(121) 바닥면에는 잔류세척골재를 배출시키는 배출구(125)가 설치되고, 외측수조의 바닥면과 측면에는 폭기장치(123)가 설치되며, 내측수조(113)는 외측수조(121)의 중앙에 설치되며 그 끝은 스크류데칸터(200)로 연결되고, 외측수조(121)의 바닥면에는 세척후 남은 잔골재를 배출하는 배출구(125)를 두개 이상 설치하는 것을 특징으로 하는 건설폐기물의 세척 및 이물질 제거 장치The double cylindrical aeration filtration tank 100 is the upper end is composed of the inner filtration wall 111, the outer filtration wall 101, the lower end is composed of the inner tank 113 and the outer tank 121. In addition, the outermost portion is provided with a rim-type collection and drainage pipe 130, the outlet 125 for discharging the remaining washing aggregate is installed on the bottom surface of the outer tank 121, aeration device 123 on the bottom and side of the outer tank ) Is installed, the inner tank 113 is installed in the center of the outer tank 121 and the end is connected to the screw decanter 200, the bottom surface of the outer tank 121 to discharge the remaining aggregate after washing Washing and debris removal device of construction waste, characterized in that to install two or more outlets (125) 상기 2항에 있어서, 테두리형집배수관로(130)의 바닥면은 5도 이상의 기울기를 갖고 외측수조의 외곽 하단에 설치되는 것을 특징으로 하는 건설폐기물의 세척 및 이물질 제거 장치The method of claim 2, wherein the bottom surface of the rim-type drainage pipe 130 has a slope of 5 degrees or more installed in the outer bottom of the outer tank of the construction waste cleaning and foreign matter removal device 상기 2항에 있어서, 내측여과벽체(111)와 외측여과벽체(101)는 이중원통 구조로 상단에 설치되는 폴리우레탄 러버망으로서, 그 눈금 간격은 가로 0.3mm, 세로 100mm의 크기로 형성되는 것을 특징으로 하는 건설폐기물의 세척 및 이물질 제거 장치According to claim 2, wherein the inner filtration wall 111 and the outer filtration wall 101 is a polyurethane rubber net installed on the upper end in a double cylinder structure, the graduation interval is formed to the size of 0.3mm horizontal, 100mm vertical Device for cleaning and removing foreign substances of construction waste
KR1020070023792A 2007-03-10 2007-03-10 Washing and foreign material removal method and the system of construction waste KR100868229B1 (en)

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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100434799B1 (en) 2004-02-05 2004-06-09 성원이엔티 주식회사 The Method of Production for Recycling Sand using Construction Waste and Apparatus thereof
KR20060032703A (en) * 2004-10-13 2006-04-18 경동기계 주식회사 A fractionate instrument of foreign substance has a smaller specific gravity than water
KR100656814B1 (en) 2006-01-17 2006-12-14 신잔토개발 주식회사 Separating and washing device for construction waste
KR20070019780A (en) * 2007-01-26 2007-02-15 김수철 Treatment method and apparatus for waste soil which is contained in construction waste

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100434799B1 (en) 2004-02-05 2004-06-09 성원이엔티 주식회사 The Method of Production for Recycling Sand using Construction Waste and Apparatus thereof
KR20060032703A (en) * 2004-10-13 2006-04-18 경동기계 주식회사 A fractionate instrument of foreign substance has a smaller specific gravity than water
KR100656814B1 (en) 2006-01-17 2006-12-14 신잔토개발 주식회사 Separating and washing device for construction waste
KR20070019780A (en) * 2007-01-26 2007-02-15 김수철 Treatment method and apparatus for waste soil which is contained in construction waste

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