JP7444810B2 - Leachate collection equipment at waste disposal site - Google Patents

Leachate collection equipment at waste disposal site Download PDF

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JP7444810B2
JP7444810B2 JP2021048097A JP2021048097A JP7444810B2 JP 7444810 B2 JP7444810 B2 JP 7444810B2 JP 2021048097 A JP2021048097 A JP 2021048097A JP 2021048097 A JP2021048097 A JP 2021048097A JP 7444810 B2 JP7444810 B2 JP 7444810B2
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leachate
water
shaft
water pump
waste disposal
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JP2022147018A (en
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大 成田
聡彦 矢羽田
考晃 小渕
誠 吉澤
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KUBOTA ENVIRONMENTAL ENGINEERING CORPORATION
Kajima Corp
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KUBOTA ENVIRONMENTAL ENGINEERING CORPORATION
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/30Landfill technologies aiming to mitigate methane emissions

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Description

特許法第30条第2項適用 竣工場所 栃木県宇都宮市下横倉町532番地 エコパーク下横倉 竣工日 2020年3月24日Application of Article 30, Paragraph 2 of the Patent Act Completion location: Eco Park Shimoyokokura, 532 Shimoyokokura-cho, Utsunomiya City, Tochigi Prefecture Completion date: March 24, 2020

本発明は、遮水工によって周囲の地盤から仕切られた埋立用空間に埋め立てられた廃棄物からの浸出水を処理する廃棄物処分場の浸出水集水設備に関する。 The present invention relates to leachate collection equipment for a waste disposal site that processes leachate from waste that has been reclaimed in a landfill space partitioned off from the surrounding ground by a seepage barrier.

最終処分場は、閉鎖つまり埋立終了した後、「一般廃棄物の最終処分及び産業廃棄物の最終処分に係る技術上の基準を定める命令」で法定された廃止基準を満たすことによって廃止することができる。例えば浸出水の性状、埋立層の温度、地盤沈降の状況等に廃止基準が定められている。 A final disposal site can be decommissioned after it has been closed, i.e., after landfilling has been completed, by meeting the decommissioning standards stipulated by the "Order to Establish Technical Standards for Final Disposal of Municipal Wastes and Final Disposal of Industrial Wastes." can. For example, decommissioning standards are set based on the properties of leachate, the temperature of the reclaimed layer, the status of ground subsidence, etc.

廃棄物からの浸出水は、遮水工に沿って配された浸出水案内路に沿って集水ピットに案内されて集水され、集水ピットに設置された揚水ポンプによって地上に揚水された後に処理される。 Leachate from the waste is guided to a water collection pit along a leachate guide path placed along the seepage barrier, where it is collected and pumped to the ground by a water pump installed in the water collection pit. processed later.

特許文献1には、廃棄物を埋立て処分する廃棄物処分施設であって、遮水層で周囲の地盤から仕切られたすり鉢状の貯留空間に前記廃棄物を貯留する貯留槽と、前記貯留空間内の浸出水を集める集水管と、前記集水管で集められた前記浸出水を貯留する水溜部と、前記水溜部の前記浸出水を前記貯留槽の外部に排出する浸出水排出路と、を有する集水ピットと、を備え、前記集水ピットは、前記遮水層よりも前記貯留空間側の領域内に位置するように設けられている廃棄物処分施設が開示されている。 Patent Document 1 describes a waste disposal facility that disposes waste in a landfill, and includes a storage tank that stores the waste in a mortar-shaped storage space partitioned from the surrounding ground by an impermeable layer, and a water collection pipe that collects leachate in the space, a water reservoir that stores the leachate collected by the water collection pipe, and a leachate discharge path that discharges the leachate from the water reservoir to the outside of the storage tank; A waste disposal facility is disclosed, comprising: a water collection pit having a water collection pit, the water collection pit being located in a region closer to the storage space than the impermeable layer.

集水ピットには、浸出水排出路を設置するための断面矩形の筒状の躯体が形成され、人が通行可能な監査廊が形成され、監査廊は複数の踊り場と踊り場を継ぐ階段が形成されている。 In the water collection pit, a cylindrical frame with a rectangular cross section is formed to install a leachate discharge channel, and an inspection gallery is formed through which people can pass.The inspection gallery has multiple landings and stairs connecting the landings. has been done.

特開2013-126639号公報Japanese Patent Application Publication No. 2013-126639

しかし、水溜部に貯留された浸出水を揚水するポンプのメンテナンスのために集水ピットから搬出する必要がある場合に、重量物であるポンプを人が抱えて監査廊に設置された階段を通って搬出する必要があり、非常な労力を伴う作業が要求されていた。 However, when it is necessary to carry leachate stored in the water storage pit out of the water collection pit for maintenance purposes, a person carries the pump, which is a heavy object, and passes through the stairs installed in the inspection gallery. This required a lot of labor to be carried out.

そこで、図7(a)、(b)に示すように、監査廊を構成する斜坑Aに沿ってモノレールBを配して、ディーゼルエンジンなどの内燃機関EGの動力でモノレールBに沿って走行する駆動車Cを設置して、駆動車Cに牽引される運搬車両Dにポンプを搭載して搬出入することが考えられる。なお、図7(a)には、モノレールBに沿って走行する駆動車Cが複数台描かれているが、これは、モノレールBに沿って走行する様子を示すためのもので、実際には1台である。 Therefore, as shown in FIGS. 7(a) and 7(b), a monorail B is arranged along the inclined shaft A that constitutes the inspection gallery, and the monorail B is run along the monorail B using the power of an internal combustion engine EG such as a diesel engine. It is conceivable that a driving vehicle C is installed, and a pump is mounted on a transport vehicle D that is towed by the driving vehicle C, and the pump is carried in and out. Note that although a plurality of drive vehicles C are depicted running along monorail B in FIG. There is one.

この場合、内燃機関の排ガスが斜坑Aに充満して環境が悪化するため、換気設備を備えるとともに坑内の環境を監視するガスセンサなどを備える必要があり、却って設備費が嵩むことになる。また、モノレールBや駆動車Cは汎用品ではなく、専用品であるためにそれらのメンテナンス費用も嵩むことになる。 In this case, the exhaust gas from the internal combustion engine fills the inclined shaft A, deteriorating the environment, so it is necessary to provide ventilation equipment and a gas sensor to monitor the environment inside the shaft, which will actually increase the equipment cost. Moreover, since the monorail B and the driving vehicle C are not general-purpose products but special-purpose products, their maintenance costs will also increase.

本発明の目的は、上述した問題点に鑑み、設備費が嵩むことなく揚水ポンプなどの重量設備を容易に搬入搬出できる廃棄物処分場の浸出水集水設備を提供する点にある。 SUMMARY OF THE INVENTION In view of the above-mentioned problems, an object of the present invention is to provide leachate collection equipment for a waste disposal site that allows heavy equipment such as water pumps to be easily transported in and out without increasing equipment costs.

上述の目的を達成するため、本発明による廃棄物処分場の浸出水集水設備の第一の特徴構成は、埋立用空間に埋め立てられた廃棄物からの浸出水を処理する廃棄物処分場の浸出水集水設備であって、前記浸出水が導かれる集水ピットと、前記集水ピットから離隔した位置に設置された立坑と、前記集水ピットと前記立坑とを接続する坑道と、前記集水ピットに設置され浸出水を揚水する揚水ポンプを前記坑道と前記立坑を通じて搬出入する搬出入装置と、を備え、前記坑道は滑らかに連続する床面を備えた斜坑で構成されている点にある。 In order to achieve the above-mentioned object, the first characteristic configuration of the leachate collection equipment for a waste disposal site according to the present invention is to A leachate collection facility, comprising: a water collection pit into which the leachate is guided; a shaft installed at a position distant from the water collection pit; a tunnel connecting the water collection pit and the shaft; a loading/unloading device for loading and unloading a water pump installed in a water collection pit and pumping up leachate through the tunnel and the vertical shaft, and the tunnel is composed of an inclined shaft with a smoothly continuous floor surface. It is in.

集水ピットと立坑との間を繋ぐ坑道が滑らかに連続する床面を備えた斜坑で構成されているため、搬出入装置を介して揚水ポンプを滑らかに連続する床面の沿って容易く搬送することができる。 The tunnel that connects the water collection pit and the vertical shaft is composed of an inclined shaft with a smoothly continuous floor surface, so the water pump can be easily transported along the smoothly continuous floor surface via the loading/unloading device. be able to.

同第二の特徴構成は、上述した第一の特徴構成に加えて、前記搬出入装置は、前記集水ピットにおいて前記揚水ポンプを昇降する第1搬送機構と、前記立坑において前記揚水ポンプを昇降する第2搬送機構と、前記第1搬送機構と前記第2搬送機構との間で前記斜坑の床面に沿って形成した滑らかな案内路に沿って前記揚水ポンプを搬送する第3搬送機構とを備えて構成されている点にある。 The second characteristic configuration is that in addition to the first characteristic configuration described above, the carrying-in/out device includes a first conveyance mechanism that raises and lowers the water pump in the water collection pit, and a first transport mechanism that raises and lowers the water pump in the vertical shaft. a third transport mechanism that transports the water pump along a smooth guide path formed along the floor of the inclined shaft between the first transport mechanism and the second transport mechanism; The point is that it is configured with the following features.

集水ピットに設置した第1搬送機構により揚水ポンプを昇降し、立坑に設置した第2搬送機構により揚水ポンプを昇降し、斜坑に沿った滑らかな案内路に沿って移動する第3搬送機構で揚水ポンプを搬送するように構成することで、重量物である揚水ポンプであっても容易に搬出入でき、安全に且つ労力を要することなく搬出入できる。 A first transport mechanism installed in the water collection pit raises and lowers the water pump, a second transport mechanism installed in the shaft raises and lowers the water pump, and a third transport mechanism moves the water pump along a smooth guide path along the inclined shaft. By configuring the lift pump to be transported, even a heavy lift pump can be easily carried in and out, and can be carried in and out safely and without requiring any effort.

同第三の特徴構成は、上述した第二の特徴構成に加えて、前記坑道は、床面に前記第3搬送機構が配され、上部がアーチ状に形成されている点にある。 The third characteristic configuration is that, in addition to the second characteristic configuration described above, the tunnel has the third conveyance mechanism disposed on the floor surface, and the upper part of the tunnel is formed in an arch shape.

坑道の上部がアーチ状に形成されるため、強固な構造でありながら容易く坑道が施工でき、また滑らかに連続する坑道の床面に沿って容易く第3搬送機構を設置することができる。 Since the upper part of the tunnel is formed in an arch shape, the tunnel can be easily constructed while having a strong structure, and the third conveyance mechanism can be easily installed along the smoothly continuous floor of the tunnel.

同第四の特徴構成は、上述した第二または第三の特徴構成に加えて、前記第3搬送機構は、前記案内路に沿って移動する搬送台と、前記搬送台を前記案内路に沿って引上げるモータ駆動式の牽引装置を備えて構成されている点にある。 The fourth characteristic configuration is that, in addition to the second or third characteristic configuration described above, the third conveyance mechanism includes a conveyance table that moves along the guide path, and a conveyance table that moves the conveyance table along the guide path. The main feature is that it is equipped with a motor-driven traction device that pulls it up.

斜坑に敷設された滑らかな案内路上を搬送台がモータ駆動式の牽引装置によって牽引移動するので、内燃機関を用いた場合に必要となる排ガスの排気のための特別の設備が不要になる。 Since the carrier is towed by a motor-driven traction device along a smooth guideway laid in the inclined shaft, there is no need for special equipment for evacuation of exhaust gas, which is required when an internal combustion engine is used.

同第五の特徴構成は、上述した第四の特徴構成に加えて、前記案内路は予め所定長さに形成されたレールユニットが前記斜坑の底面に沿って直線状に配列されて構成され、前記搬送台が前記レールユニットを走行する搬送台車で構成されている点にある。 In addition to the fourth characteristic configuration described above, the fifth characteristic configuration is that the guide path is configured by rail units formed in advance to a predetermined length arranged linearly along the bottom surface of the inclined shaft; The present invention is characterized in that the conveyance table is constituted by a conveyance carriage that runs on the rail unit.

予め所定長さに形成されたレールユニットを斜坑の路面に沿って敷設すればよく、設置作業も簡素化できる。 It is sufficient to simply lay a rail unit formed in advance to a predetermined length along the road surface of the inclined shaft, which simplifies the installation work.

同第六の特徴構成は、上述した第五の特徴構成に加えて、前記第1搬送機構は、前記集水ピットで前記揚水ポンプを昇降する吊り上げ装置と、前記吊り上げ装置を移動可能に支持し前記吊り上げ装置で引き揚げた前記揚水ポンプを前記案内路の上部に配置された前記搬送台車の上方空間に移動させる天井レールとを備えている点にある。 The sixth characteristic configuration is that, in addition to the fifth characteristic configuration described above, the first transport mechanism movably supports a lifting device that raises and lowers the water pump in the water collection pit, and a lifting device that moves the lifting device. The present invention further includes a ceiling rail for moving the water pump lifted up by the lifting device to a space above the transport vehicle disposed above the guide path.

天井レールに沿って移動可能な吊り上げ装置で揚水ポンプを集水ピットの水槽から引き揚げ、その状態で天井レールに沿って揚水ポンプを移動させると、案内路上の搬送台車の上方空間に移動でき、そのまま吊り上げ装置を降下させることで、搬送台車に搭載できる。 If you lift the water pump from the water tank in the water collection pit using a lifting device that can be moved along the ceiling rail, and then move the water pump along the ceiling rail in that state, you can move it to the space above the transport vehicle on the guideway, and as it is. By lowering the lifting device, it can be mounted on a transport vehicle.

同第七の特徴構成は、上述した第六の特徴構成に加えて、前記第2搬送機構は、前記搬送台車に搭載された前記揚水ポンプを昇降する前記吊り上げ装置と、前記吊り上げ装置を昇降する昇降装置と、前記昇降装置に沿って昇降する前記揚水ポンプを位置決めして案内する一対の案内柱を備え、前記揚水ポンプに備えた被案内部を前記一対の案内柱に挟み込むように構成されている点にある。 The seventh characteristic configuration is that, in addition to the sixth characteristic configuration described above, the second transport mechanism includes the lifting device that lifts and lowers the water pump mounted on the transport truck, and the lifting device that lifts and lowers the lifting device. It comprises an elevating device and a pair of guide columns for positioning and guiding the pump that moves up and down along the elevating device, and is configured such that a guided part of the pump is sandwiched between the pair of guide columns. It is in the point where it is.

立坑に設置された第2搬送機構で揚水ポンプを昇降する際に、案内柱に揚水ポンプに備えた被案内部が挟み込まれることで、吊り上げ装置に吊下げられた揚水ポンプが昇降中に揺動して周囲の設備と衝突して破損を招くようなことを回避することができる。 When the lift pump is moved up and down by the second conveyance mechanism installed in the shaft, the guided part of the lift pump gets caught in the guide column, causing the lift pump suspended from the lifting device to swing while going up and down. This allows you to avoid collisions with surrounding equipment and damage.

以上説明した通り、本発明によれば、設備費が嵩むことなく揚水ポンプなどの重量設備を容易に搬入搬出できる廃棄物処分場の浸出水集水設備を提供することができるようになった。 As explained above, according to the present invention, it has become possible to provide leachate collection equipment for a waste disposal site that allows heavy equipment such as water pumps to be easily transported in and out without increasing equipment costs.

(a)は廃棄物処分場に備えた浸出水集水設備の縦断面構造を示す説明図、(b)は浸出水集水設備の底面視の説明図(a) is an explanatory diagram showing the vertical cross-sectional structure of the leachate collection equipment provided at the waste disposal site, (b) is an explanatory diagram of the bottom view of the leachate collection equipment (a)は集水ピットを示し、図1(a)のA-A線断面図、(b)は斜坑を示し、図1(a)のB-B線断面図(符号SPで示す破線は搬送台車用のスペースを示す)(a) shows a water collection pit, a sectional view taken along the line AA in Fig. 1(a), and (b) shows a slanted shaft, a sectional view taken along the BB line in Fig. (indicates space for transport trolley) (a)は集水ピットから斜坑を経由し立坑に到るポンプの案内路を示す要部の縦断面図、(b)は集水ピットから斜坑を経由し立坑に到るポンプの案内路を示す要部の平面図、(c)は(b)の一点鎖線の円形で囲んだ領域のレールユニットを拡大表示した要部平面図(a) is a vertical sectional view of the main part showing the pump guide path from the water collection pit to the vertical shaft via the slope shaft, and (b) is a longitudinal sectional view of the main part showing the pump guide path from the water collection pit to the vertical shaft via the slope shaft. (c) is a plan view of the main part showing an enlarged view of the rail unit in the area circled by the dashed line in (b). (a)は搬送台車の平面図、(b)は搬送台車に揚水ポンプを搭載した状態を示す搬送台車の側面図、(c)は搬送台車に揚水ポンプを搭載した状態を示す要部の説明図図4(b)のA-A線断面図の正確な図面を頂いておりませんので、「要部の説明図」としました。(a) is a plan view of the transport vehicle, (b) is a side view of the transport vehicle showing the state in which the water pump is mounted on the transport vehicle, and (c) is an explanation of the main parts showing the state in which the water pump is mounted on the transport vehicle. Since we have not received an accurate drawing of the sectional view taken along line A-A in Figure 4(b), we have chosen to use it as an ``illustrative drawing of the main parts.'' (a)は立坑の要部側面図、(b)は案内柱と係合した状態の揚水ポンプを示し、立坑の地上階の要部平面図(a) is a side view of the main part of the shaft, and (b) is a plan view of the main part of the ground floor of the shaft, showing the pump engaged with the guide column. (a)は立坑の上下中間部位の要部側面図、(b)は揚水ポンプの被案内部と案内柱との係合状態の説明図(a) is a side view of the main part of the upper and lower intermediate parts of the shaft, (b) is an explanatory diagram of the engagement state between the guided part of the pump and the guide column (a)は従来の斜坑の側面図、(b)は従来の搬送機構の説明図(a) is a side view of a conventional inclined shaft, (b) is an explanatory diagram of a conventional conveyance mechanism

以下、本発明による廃棄物処分場の浸出水集水設備の実施形態を説明する。
図1には、クローズドタイプ(「被覆型」とも呼ばれる。)の管理型の廃棄物最終処分場10(以下、単に「廃棄物最終処分場10」と記す。)の構造が示されている。廃棄物最終処分場10は、廃棄物の処理及び清掃に関する法律で定められる構造基準と維持管理基準に基づいて設置及び運営され、同法に定められた廃棄物の区分に従って埋立処分される。
DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a leachate collection facility for a waste disposal site according to the present invention will be described below.
FIG. 1 shows the structure of a closed type (also called "covered type") controlled waste final disposal site 10 (hereinafter simply referred to as "waste final disposal site 10"). The final waste disposal site 10 is installed and operated based on the structural standards and maintenance standards stipulated by the Act on Waste Disposal and Public Cleansing, and is disposed of in a landfill according to the classification of waste stipulated in the same act.

廃棄物最終処分場10は、山間部の谷間や掘削地盤が堰堤で仕切られて埋立地となる埋立用空間Sが形成され、埋立物である廃棄物からの浸出水を集水ピットに向けて案内する集排水する溝や管を備えた集排水案内設備12が設置されている。 In the final waste disposal site 10, a valley in a mountainous area or excavated ground is partitioned off by a dam to form a landfill space S, which serves as a landfill, and leachate from the waste, which is the landfill, is directed to a water collection pit. A collection/drainage guide facility 12 is installed which is equipped with grooves and pipes for guiding and collecting/draining water.

廃棄物最終処分場10は、不特定人が安易に進入できないように塀等で閉鎖されており、埋立地から発生する様々な臭気ガスが外部に漏洩しないように、また雨水が滲入しないように被覆施設13で覆われている。被覆施設13は、鋼製の柱で骨組みが組まれ、金属製の板状体が配置されて外気と分離されている。 The final waste disposal site 10 is closed off with a fence to prevent unspecified persons from easily entering, and to prevent various odor gases generated from the landfill from leaking outside and to prevent rainwater from seeping in. It is covered with a covering facility 13. The covered facility 13 has a framework made of steel columns, and is separated from the outside air by placing metal plate-like bodies.

なお、被覆施設13の構造として、ラーメン構造、アーチ構造、平面トラス構造、高剛性曲げ材と高引張強度のケーブルを組み合わせた自己釣合型のハイブリッド構造、スペースフレーム構造、シェル構造、空気支持構造、サスペンション構造など、公知の様々な支持構造が採用可能である。 The structure of the covered facility 13 includes a rigid frame structure, an arch structure, a plane truss structure, a self-balancing hybrid structure that combines a high-rigidity bending material and a high-tensile strength cable, a space frame structure, a shell structure, and an air support structure. Various known support structures such as , suspension structure, etc. can be employed.

廃棄物最終処分場10には、汚泥などの有機性廃棄物、焼却灰、廃プラスチック、スラグ、コンクリートくず、ガラスくず、陶磁器くず、鉱滓、瓦礫くずなどが搬入されて埋め立てられる。 Organic waste such as sludge, incinerated ash, waste plastics, slag, concrete scraps, glass scraps, ceramic scraps, slag, rubble scraps, and the like are delivered to the final waste disposal site 10 and reclaimed.

トラックで搬入された様々な廃棄物は、敷地の端部から順に遮水工11の上に埋め立てられ、廃棄物が一定量埋め立てられる度に覆土が施され、さらにその上に新たな廃棄物が埋め立てられ、上限に達すると最終覆土が施され、必要に応じて埋立層に空気を供給する給気管などが配される。 The various wastes brought in by truck are buried on top of the water barrier 11 starting from the edge of the site, and each time a certain amount of waste is landfilled, it is covered with soil, and new waste is placed on top of it. Once the land is filled and the upper limit is reached, a final covering of soil is applied, and if necessary, air supply pipes are installed to supply air to the reclaimed layer.

さらに被覆施設13の下方空間には散水機構を構成するスプリンクラーが設置され、埋立物から粉塵が舞い上がらないように、そして埋立物の生物処理が促進されるようにスプリンクラーから散水されるように構成されている。 Furthermore, sprinklers constituting a water sprinkling mechanism are installed in the space below the covering facility 13, and are configured to spray water from the sprinklers to prevent dust from flying up from the landfill and to promote biological treatment of the landfill. ing.

このような廃棄物最終処分場10は最終覆土が施されると閉鎖され、浸出水の性状、埋立層の温度、地盤沈降の状況等が所定の廃止基準に達するまで管理され、その後廃止される。 Once the final waste disposal site 10 is covered with soil, it will be closed, and the properties of the leachate, the temperature of the landfill layer, the state of ground subsidence, etc. will be managed until they reach predetermined decommissioning standards, and then it will be decommissioned. .

埋立用空間Sに隣接して集水ピット20が設置され、集水ピット20の底部に沈砂池21及び堰を挟んで貯水池22が隣接するように設けられている。廃棄物からの浸出水は、集排水案内設備12を介して沈砂池21に流入し、沈砂後の浸出水が堰を越えて貯水池22に流入する。 A water collection pit 20 is installed adjacent to the reclaimed space S, and a reservoir 22 is provided adjacent to the bottom of the water collection pit 20 with a sand settling basin 21 and a weir in between. Leachate from the waste flows into the settling basin 21 via the collection and drainage guide equipment 12, and the leachate after settling the sand flows into the reservoir 22 over the weir.

被覆施設13の外側で集水ピット20から離隔した位置に立坑40が掘削形成され、集水ピット20と立坑40とを接続する坑道である斜坑30が掘削形成されている。集水ピット20、斜坑30、立坑40及びそれらに設置された機器により浸出水集水設備100が構成される。 A vertical shaft 40 is excavated at a position remote from the water collection pit 20 outside the covered facility 13, and a diagonal shaft 30, which is a shaft connecting the water collection pit 20 and the vertical shaft 40, is excavated and formed. A leachate collection facility 100 is configured by the water collection pit 20, the inclined shaft 30, the vertical shaft 40, and the equipment installed therein.

図1(a)、(b)、図2(a)、(b)及び図3(a)、(b)に示すように、浸出水集水設備100には、集水ピット20、斜坑30、立坑40の他に、沈砂池21、排砂ポンプ2、貯水池22、揚水ポンプ3、揚水管4、給水管5、給電線6、換気ダクト9、搬出入装置50などが含まれる。 As shown in FIGS. 1 (a), (b), FIGS. 2 (a), (b), and 3 (a), (b), the leachate collection equipment 100 includes a water collection pit 20, a diagonal shaft 30, In addition to the shaft 40, it includes a settling basin 21, a sand discharge pump 2, a reservoir 22, a pump 3, a pump pipe 4, a water supply pipe 5, a power supply line 6, a ventilation duct 9, a carry-in/out device 50, and the like.

斜坑30は、集水ピット20から立坑40に向けて15~25%程度の一定勾配で滑らかな床面(本実施形態では平面状の床面)を備え、上部がアーチ状の構造で構成されている。上部がアーチ形、下部がボックス形をしているため、上部の荷重は軸方向圧縮力として伝達され、部材の上部及び側壁に生じる曲げモーメントは大幅に低減され、合理的な構造になるという特徴がある。 The inclined shaft 30 has a smooth floor surface (a flat floor surface in this embodiment) with a constant slope of about 15 to 25% from the water collection pit 20 toward the vertical shaft 40, and has an arch-shaped upper part. ing. Since the upper part is arch-shaped and the lower part is box-shaped, the load on the upper part is transmitted as axial compressive force, and the bending moment generated on the upper part and side walls of the member is significantly reduced, resulting in a rational structure. There is.

このような斜坑の築造方法として、現地でコンクリートを打設して築造する方法と、コンクリート二次製品の暗渠を敷設・連結して築造する方法があり、後者の場合には、一定品質が確保できるばかりか、工期の短縮、建設コストの削減に優れた効果がみられる。そのため、本実施形態では、上部がアーチ状であるプレキャストコンクリート製のアーチカルバート(ジオスター株式会社の登録商標)を敷設することにより築造している。なお、上部がボックス状のバックスカルバートを採用してもよい。また、プレキャストコンクリート製に代えて鉄筋コンクリート製であってもよい。 There are two methods for constructing such inclined shafts: one is to cast concrete on-site, and the other is to construct by laying and connecting secondary concrete culverts.In the latter case, a certain level of quality is ensured. Not only is this possible, but it is also highly effective in shortening the construction period and reducing construction costs. Therefore, in this embodiment, the building is constructed by laying a precast concrete arch culvert (registered trademark of Geostar Co., Ltd.) whose upper part is arch-shaped. Note that a back culvert with a box-shaped upper part may be used. Moreover, it may be made of reinforced concrete instead of precast concrete.

床面には、後述する機器運搬用の搬送台車70の軌道7を構成するレール7Aや枕木7Bが敷設されるとともに、その側方に作業員の通路、つまり監査廊が形成されている。なお、本実施形態では、集水ピットの排水が坑道に流れ込むのを防止することも狙って坑道を斜坑30に形成しているが、斜度は15~25%の範囲に限るものではなく、適宜設定可能である。また、監査廊は滑り止め処理された平坦路であってもステップ路であってもよい。 Rails 7A and sleepers 7B forming a track 7 for a transport vehicle 70 for transporting equipment, which will be described later, are laid on the floor surface, and a passage for workers, that is, an inspection gallery is formed on the side thereof. In addition, in this embodiment, the tunnel is formed in the inclined shaft 30 with the aim of preventing the drainage water from the water collection pit from flowing into the tunnel, but the slope is not limited to the range of 15 to 25%. It can be set as appropriate. Further, the inspection corridor may be a flat road treated to prevent slipping, or may be a step road.

また、坑道の斜度は一定である必要はなく、滑らかに変化してもよい。つまり、坑道は滑らかに連続する床面を備え、その床面に滑らかな案内路が設けられていればよい。本実施形態では案内路として左右一対のレール7Aが用いられているが、レール7A以外に搬送方向に沿って複数本のコロなどの摩擦低減機構を配設したローラコンベア機構により案内路が構成されていてもよい。そして、搬送台車70に代えて、車輪を備えていない搬送台を当該案内路の上面を移動するように構成されていてもよい。 Furthermore, the slope of the tunnel does not need to be constant and may change smoothly. In other words, it is sufficient that the tunnel has a smoothly continuous floor surface, and a smooth guide path is provided on the floor surface. In this embodiment, a pair of left and right rails 7A are used as the guide path, but the guide path is constituted by a roller conveyor mechanism in which a friction reducing mechanism such as a plurality of rollers is arranged along the conveyance direction in addition to the rails 7A. You can leave it there. In place of the transport vehicle 70, a transport platform without wheels may be configured to move on the upper surface of the guide path.

なお、本実施形態で用いる斜坑30との用語は、水平姿勢の横坑(斜度0%)も含む概念として用いている。 Note that the term "diagonal shaft 30" used in this embodiment is used as a concept that also includes a horizontal shaft (gradient of 0%).

貯水池22には2台の揚水ポンプ3が浸漬配置され、貯水池22に流入した浸出水は、揚水ポンプ3によって地上に設置された浸出水処理設備に導かれて浄化処理される。一対の揚水ポンプ3は其々逆止弁が設けられた垂直姿勢の副揚水管4A、4Bに接続され、副揚水管4A、4Bが合流するように接続された主揚水管4に接続されている。主揚水管4はメンテナンスなどのために二本配され、斜坑30に配された傾斜管路、立坑40に配された鉛直管路で構成されている。浸出水処理設備で浄化処理された処理水の一部はスプリンクラーを介して埋立物の散水に利用され、残りは場内処理水として使用され、或いは下水処理場などに放流される。 Two pumps 3 are immersed in the reservoir 22, and the leachate that has flowed into the reservoir 22 is guided by the pumps 3 to a leachate treatment facility installed on the ground, where it is purified. The pair of lift pumps 3 are each connected to vertical sub-lift pipes 4A and 4B provided with check valves, and are connected to a main lift pipe 4 which is connected so that the sub-lift pipes 4A and 4B merge. There is. Two main lift pipes 4 are arranged for maintenance and the like, and are composed of an inclined pipe line arranged in a diagonal shaft 30 and a vertical pipe line arranged in a vertical shaft 40. A portion of the treated water purified by the leachate treatment facility is used to water the landfill through sprinklers, and the rest is used as in-house treated water or discharged to a sewage treatment plant or the like.

浸出水集水設備100は、集水ピット20に設置された揚水ポンプ3のメンテナンスなど、重量の機器を集水ピット20と立坑40との間で搬出入する搬出入装置50を備えている。搬出入装置50は、集水ピット20において揚水ポンプ3を昇降する第1搬送機構20Aと、立坑40において揚水ポンプ3を昇降する第2搬送機構40Aと、第1搬送機構20Aと第2搬送機構40Aとの間で斜坑30の床面に沿って形成した案内路で揚水ポンプ3を搬送する第3搬送機構30Aとを備えている。第1搬送機構20A及び第2搬送機構40Aは重量の機器を縦方向に搬送する搬送機構であり、第3搬送機構30Aは横方向に搬送する搬送機構である。 The leachate collection facility 100 includes a loading/unloading device 50 for loading and unloading heavy equipment, such as maintenance of the water pump 3 installed in the water collecting pit 20, between the water collecting pit 20 and the shaft 40. The loading/unloading device 50 includes a first transport mechanism 20A that raises and lowers the water pump 3 in the water collection pit 20, a second transport mechanism 40A that raises and lowers the water pump 3 in the shaft 40, a first transport mechanism 20A, and a second transport mechanism. 40A, and a third transport mechanism 30A that transports the water pump 3 through a guide path formed along the floor surface of the inclined shaft 30. The first transport mechanism 20A and the second transport mechanism 40A are transport mechanisms that transport heavy equipment in the vertical direction, and the third transport mechanism 30A is a transport mechanism that transports the heavy equipment in the horizontal direction.

第1搬送機構20Aは、貯水池22との間で揚水ポンプ3を昇降する吊り上げ装置の一例であるチェーンブロック23(図3(a)参照。)と、チェーンブロック23を移動可能に支持しチェーンブロック23で引き揚げた揚水ポンプ3をレール7Aの上部に配置された搬送台車70の上方空間に移動させるべくカーブを描くように配された天井レール24とを備えている。吊り上げ装置として、チェーンブロック以外にロープホイスト、ウィンチ、クレーンなどを用いてもよい。 The first transport mechanism 20A includes a chain block 23 (see FIG. 3(a)), which is an example of a lifting device that lifts and lowers the water pump 3 between it and the reservoir 22, and a chain block 23 that movably supports the chain block 23. The ceiling rail 24 is arranged in a curved manner so as to move the water pump 3 lifted up at 23 to the space above the transport vehicle 70 arranged on the upper part of the rail 7A. As a lifting device, a rope hoist, winch, crane, etc. may be used in addition to a chain block.

天井レール24に沿って移動可能なチェーンブロック23で揚水ポンプ3を貯水池22から引き揚げ、その状態で天井レール24に沿って揚水ポンプ3を移動させると、レール7A上の搬送台車70の上方空間に移動でき、そのままチェーンブロック23を降下させることで、搬送台車70に搭載できるようになる。 When the water pump 3 is pulled up from the reservoir 22 by the chain block 23 that is movable along the ceiling rail 24, and the water pump 3 is moved along the ceiling rail 24 in this state, it is placed in the space above the transport vehicle 70 on the rail 7A. The chain block 23 can be moved, and by lowering the chain block 23 as it is, it can be mounted on the transport vehicle 70.

図3(a)、(b)に示すように、第3搬送機構30Aは、斜坑30に敷設された滑らかな案内路の一例である直線状の軌道7に沿って走行する搬送台車70と、搬送台車70を軌道7に沿って立坑40に向けて引上げまたは開放するモータ駆動式の牽引装置の一例である電動式のウィンチ80を備えて構成されている。ウィンチ80に備えた巻取ドラムは手動操作可能なハンドルを備えている。電動式のウィンチ80に代えて油圧式のウィンチや空圧式のウィンチを用いてもよい。また、牽引装置を立坑40に固定設置した例を示したが、搬送台車70に搭載してもよい。なお、ウィンチにより搬送台車70を立坑40に引き上げた後に、ウィンチを開放することにより搬送台車70を重力を利用して斜坑に沿って集水ピット20に移動させてもよい。 As shown in FIGS. 3A and 3B, the third transport mechanism 30A includes a transport cart 70 that runs along a linear track 7, which is an example of a smooth guide path laid in the inclined shaft 30. It is configured to include an electric winch 80, which is an example of a motor-driven traction device that pulls up or opens the transport vehicle 70 toward the shaft 40 along the track 7. The winding drum provided on the winch 80 is equipped with a manually operable handle. Instead of the electric winch 80, a hydraulic winch or a pneumatic winch may be used. Further, although an example has been shown in which the traction device is fixedly installed in the shaft 40, it may be mounted on the transport vehicle 70. Note that after the transport vehicle 70 is pulled up to the shaft 40 by a winch, the transport vehicle 70 may be moved to the water collection pit 20 along the inclined shaft using gravity by opening the winch.

図3(b)、(c)に示すように、軌道7はレール7Aとレール7Aに沿って所定間隔で配される枕木7Bで構成されている。そして、軌道7は全長よりも短く設定された所定サイズ(本実施形態では2m程度)のレール7Aと枕木7Bを備えたレールユニット7Uを準備しておき、複数のレールユニット7Uを立坑40から搬入して斜坑30の地面に直線状に配してアンカーボルトで固定するように構成されている。レール7Aは等辺山形鋼が用いられ、枕木7Bはフラットバーが用いられ、等辺山形鋼はフラットバーに溶接接合されている。 As shown in FIGS. 3(b) and 3(c), the track 7 includes a rail 7A and sleepers 7B arranged at predetermined intervals along the rail 7A. Then, for the track 7, a rail unit 7U including a rail 7A of a predetermined size (about 2 m in this embodiment) set shorter than the total length and a sleeper 7B is prepared, and a plurality of rail units 7U are carried in from the shaft 40. It is configured to be arranged linearly on the ground of the inclined shaft 30 and fixed with anchor bolts. Equilateral angle steel is used for the rail 7A, a flat bar is used for the sleeper 7B, and the equilateral angle steel is welded to the flat bar.

図4(a)、(b)、(c)に示すように、搬送台車70は、前後一対のV溝形状の車輪71と、揚水ポンプ3を搭載する荷受台72と、把持部73と、荷締ベルト用フック74と、ウィンチ用フック75を備えている。車輪71に形成されたV溝がレール7Aを構成する等辺山形鋼の頂部に嵌ることにより脱輪が回避される。 As shown in FIGS. 4(a), (b), and (c), the transport vehicle 70 includes a pair of front and rear V-groove wheels 71, a loading platform 72 on which the water pump 3 is mounted, a gripping portion 73, A hook 74 for a load tightening belt and a hook 75 for a winch are provided. The V-groove formed in the wheel 71 fits into the top of the equilateral angle bar forming the rail 7A, so that derailment is avoided.

第1搬送機構20Aによって吊下げられた揚水ポンプ3が荷受台72に載せられた後に、荷受台72の前後側部に配された荷締ベルト用フック74を介して荷締ベルト76で固定される。荷受台72の前部左右に配された一対のウィンチ用フック75にワイヤー81を係合させ、ウィンチ80を起動させることにより、揚水ポンプ3が立坑40に向けて搬送される。なお、立坑40から集水ピット20に揚水ポンプ3を搬送する場合は、ウィンチ80のブレーキを開放することで、傾斜に沿って搬送台車70を自走させることができる。 After the water pump 3 suspended by the first transport mechanism 20A is placed on the cargo receiving platform 72, it is fixed with the cargo tightening belt 76 via the cargo tightening belt hooks 74 arranged on the front and rear sides of the cargo receiving platform 72. Ru. The water pump 3 is transported toward the shaft 40 by engaging the wire 81 with a pair of winch hooks 75 arranged on the left and right sides of the front of the loading platform 72 and activating the winch 80 . Note that when transporting the water pump 3 from the shaft 40 to the water collection pit 20, by releasing the brake of the winch 80, the transport vehicle 70 can be made to travel on its own along the slope.

なお、揚水ポンプ3は、電動機が収容されたケーシング3Aとその下方のポンプケーシング3Bと、ポンプケーシング3Bの下方に配された吸込み口3Cとポンプケーシング3Bの側方に配された吐出し口3Dを備えている。ケーシング3Aの天面には吊下げ用のアイボルト3Eが設けられている。 The water pump 3 includes a casing 3A housing an electric motor, a pump casing 3B below the casing 3A, a suction port 3C disposed below the pump casing 3B, and a discharge port 3D disposed on the side of the pump casing 3B. It is equipped with An eye bolt 3E for hanging is provided on the top surface of the casing 3A.

立坑40には、上下方向に配された二本の主揚水管4、監査用昇降設備となる昇降階段41、一対の案内柱43、44が設置されている。主揚水管4の上端に其々接続された水平管4Bが一本の送水管4Cに合流接続されて浸出水処理設備に送水される。案内柱43、44は、下端が床面から距離を隔てるように立坑40の側壁に複数個所で固定されている。 The shaft 40 is equipped with two main water pumps 4 arranged in the vertical direction, a lifting staircase 41 serving as a lifting equipment for inspection, and a pair of guide columns 43 and 44. Horizontal pipes 4B connected to the upper ends of the main water pumping pipes 4 are connected to a single water pipe 4C, and the water is sent to the leachate treatment facility. The guide columns 43 and 44 are fixed to the side wall of the shaft 40 at a plurality of locations so that their lower ends are spaced apart from the floor surface.

第2搬送機構40Aは、搬送台車70に搭載された揚水ポンプ3を昇降するチェーンブロック42と、チェーンブロック42を昇降する電動モータによる巻取ドラムを備えた昇降装置45と、昇降装置45に沿って昇降する揚水ポンプ3を位置決めして案内する一対の案内柱43、44を備え、揚水ポンプ3に備えた被案内部を一対の案内柱43、44に挟み込むように構成されている。 The second transport mechanism 40A includes a chain block 42 that raises and lowers the water pump 3 mounted on the transport vehicle 70, a lifting device 45 that includes a winding drum driven by an electric motor that lifts and lowers the chain block 42, and a lifting device 45 that moves along the lifting device 45. The pump is provided with a pair of guide columns 43 and 44 that position and guide the lift pump 3 as it moves up and down, and is configured so that a guided portion of the lift pump 3 is sandwiched between the pair of guide columns 43 and 44.

図5(b)には、揚水ポンプ3が2台示されているが、図中、上方に示されている揚水ポンプ3は、地上階の搬出入ステージに置かれ、チェーンブロックを介して吊り上げられた状態を示し、この状態から一点鎖線の矢視方向に姿勢を回転させることにより、図中、下方に示されている揚水ポンプ3の姿勢、つまり平面視弧状に対向する揚水ポンプ3の被案内部3Fと案内柱43、44を係合させ、案内柱43、44に沿って下方に降下させる姿勢となる。揚水ポンプ3を2台描いているのは説明の便宜のためであり、実際には1台である。 In FIG. 5(b), two water pumps 3 are shown, and the water pump 3 shown at the top in the figure is placed on a loading/unloading stage on the ground floor, and is lifted up via a chain block. By rotating the attitude in the direction of the dashed line from this state, the attitude of the lift pump 3 shown in the lower part of the figure, that is, the cover of the lift pump 3 facing in an arc shape in plan view can be changed. The guide portion 3F is engaged with the guide columns 43 and 44, and is in a position to be lowered downward along the guide columns 43 and 44. The drawing of two water pumps 3 is for convenience of explanation, and in reality there is only one water pump 3.

図6(a)、(b)に示すように、第3搬送機構30Aによって搬送された揚水ポンプ3は、搬送台車70からチェーンブロック42を介して吊り上げられた状態で、作業者によって90度回転され、吐出し口3Dの先端側に形成された平面視弧状に対向する被案内部3Fと案内柱43、44が係合するように案内柱43、44の下端から上方に引き上げられる。なお、予め90度回転させた状態で揚水ポンプ3を搬送台車70に搭載しておけば、作業者が90度回転させる必要はない。また、集水ピット20から揚水ポンプ3を引き上げる際にも、集水ピット20に案内柱43、44と同等の構造を備えて揚水ポンプ3を案内できるように構成してもよい。 As shown in FIGS. 6(a) and 6(b), the water pump 3 transported by the third transport mechanism 30A is rotated 90 degrees by the operator while being lifted from the transport cart 70 via the chain block 42. and is pulled upward from the lower ends of the guide columns 43 and 44 so that the guide columns 43 and 44 engage with the guided portion 3F formed at the tip end side of the discharge port 3D and facing each other in an arc shape in plan view. Note that if the water pump 3 is mounted on the transport vehicle 70 in a state in which it has been rotated 90 degrees in advance, there is no need for the operator to rotate it 90 degrees. Also, when lifting the water pump 3 from the water collection pit 20, the water collection pit 20 may be provided with a structure similar to the guide columns 43, 44 so that the water pump 3 can be guided.

立坑40に設置された第2搬送機構40Aで揚水ポンプ3を昇降する際に、案内柱43、44に揚水ポンプ3に備えた被案内部3Fが挟み込まれることで、チェーンブロック42に吊下げられた揚水ポンプ3が揺動して周囲の設備と衝突して破損を招くようなことを回避することができる。 When the lift pump 3 is moved up and down by the second conveyance mechanism 40A installed in the shaft 40, the guided portion 3F of the lift pump 3 is sandwiched between the guide columns 43 and 44, so that it is suspended from the chain block 42. It is possible to avoid a situation in which the water pump 3 swings and collides with surrounding equipment, causing damage.

以上説明したように、本発明によれば、集水ピットに設置した第1搬送機構により揚水ポンプを昇降し、立坑に設置した第2搬送機構により揚水ポンプを昇降し、斜坑に沿った案内路に沿って移動する第3搬送機構で揚水ポンプを搬送するように構成することで、重量物である揚水ポンプであっても容易に搬出入でき、安全に且つ労力を要することなく搬出入できるようになる。 As explained above, according to the present invention, the water pump is moved up and down by the first transport mechanism installed in the water collection pit, the water pump is moved up and down by the second transport mechanism installed in the shaft, and the water pump is moved up and down along the guide path along the inclined shaft. By configuring the lift pump to be transported by the third transport mechanism that moves along the 3rd conveyance mechanism, even a heavy lift pump can be easily carried in and out, and it can be carried in and out safely and without requiring any effort. become.

また、各搬送機構によって搬送される被搬送物は揚水ポンプに限るものではなく、その他の重量設備や、沈砂池21に沈降した砂で揚砂ポンプで引き揚げられ、フレコンバッグなどに集積された集水ピット内堆積物も対象となる。 In addition, the objects to be transported by each transport mechanism are not limited to water pumps, but also other heavy equipment, sand that has settled in the settling basin 21, which has been pulled up by sand pumps and accumulated in flexible container bags, etc. Sediments in water pits are also targeted.

以上説明した各実施形態は、何れも本発明の一例に過ぎず、該記載により本発明の技術的範囲が限定されるものではなく、各部の具体的な構成は本発明の作用効果が奏される範囲で適宜変更設計可能であることはいうまでもない。 Each of the embodiments described above is merely an example of the present invention, and the technical scope of the present invention is not limited by the description, and the specific configuration of each part is not limited to achieving the effects of the present invention. Needless to say, the design can be changed as appropriate within the range.

2:排砂ポンプ
3:揚水ポンプ
3A:ケーシング
3B:ポンプケーシング
3C:吸込み口
3D:吐出し口
3E:アイボルト
3F:被案内部
4A:4B:揚水管(副揚水管)
4:揚水管(主揚水管)
10:廃棄物最終処分場
11:遮水工
12:集排水案内設備
100:浸出水集水設備
20:集水ピット
22:貯水池
50:搬出入装置
20A:第1搬送機構
23:吊り上げ装置(チェーンブロック)
24:天井レール
30A:第3搬送機構
70:搬送台車
7:軌道
7A:レール
7B:枕木
7U:レールユニット
80:モータ駆動式の牽引装置(ウィンチ)
40A:第2搬送機構
42:吊り上げ装置(チェーンブロック)
43、44:案内柱
45:昇降装置
30:坑道(斜坑)
40:立坑
2: Sand removal pump 3: Lifting pump 3A: Casing 3B: Pump casing 3C: Suction port 3D: Discharge port 3E: Eye bolt 3F: Guided part 4A: 4B: Lifting pipe (sub-lifting pipe)
4: Lifting pipe (main lifting pipe)
10: Final waste disposal site 11: Seal barrier 12: Collection and drainage guide equipment 100: Leachate collection equipment 20: Water collection pit 22: Reservoir 50: Carrying in/out device 20A: First transport mechanism 23: Lifting device (chain block)
24: Ceiling rail 30A: Third transport mechanism 70: Transport vehicle 7: Track 7A: Rail 7B: Sleeper 7U: Rail unit 80: Motor-driven traction device (winch)
40A: Second transport mechanism 42: Lifting device (chain block)
43, 44: Guide pillar 45: Lifting device 30: Mine shaft (slope shaft)
40: Shaft

Claims (7)

埋立用空間に埋め立てられた廃棄物からの浸出水を処理する廃棄物処分場の浸出水集水設備であって、
前記浸出水が導かれ、揚水ポンプを備えた集水ピットと、
前記集水ピットから離隔した位置に設置された立坑と、
前記集水ピットと前記立坑とを接続する坑道と、
前記揚水ポンプを前記坑道と前記立坑を通じて搬出入する搬出入装置と、
を備え、
前記坑道は滑らかに連続する床面を備えた斜坑で構成されている廃棄物処分場の浸出水集水設備。
A leachate collection facility for a waste disposal site that processes leachate from waste reclaimed in a landfill space,
a water collection pit into which the leachate is guided and equipped with a water pump;
a vertical shaft installed at a location remote from the water collection pit;
a mine shaft connecting the water collection pit and the shaft;
a loading/unloading device for loading/unloading the water pump through the tunnel and the shaft;
Equipped with
The tunnel is a leachate water collection facility for a waste disposal site, which is comprised of an inclined shaft with a smoothly continuous floor surface.
前記搬出入装置は、前記集水ピットにおいて前記揚水ポンプを昇降する第1搬送機構と、前記立坑において前記揚水ポンプを昇降する第2搬送機構と、前記第1搬送機構と前記第2搬送機構との間で前記斜坑の床面に沿って形成した滑らかな案内路に沿って前記揚水ポンプを搬送する第3搬送機構とを備えて構成されている請求項1記載の廃棄物処分場の浸出水集水設備。 The carry-in/out device includes a first conveyance mechanism that raises and lowers the water pump in the water collection pit, a second conveyor mechanism that raises and lowers the water pump in the shaft, the first transport mechanism, and the second transport mechanism. leachate from a waste disposal site according to claim 1, further comprising a third conveyance mechanism for conveying the water pump along a smooth guide path formed along the floor surface of the inclined shaft between Water collection equipment. 前記坑道は、床面に前記第3搬送機構が配され、上部がアーチ状に形成されている請求項2記載の廃棄物処分場の浸出水集水設備。 3. The leachate collection equipment for a waste disposal site according to claim 2, wherein the third conveyance mechanism is arranged on the floor of the tunnel, and the upper part is formed in an arch shape. 前記第3搬送機構は、前記案内路に沿って移動する搬送台と、前記搬送台を前記案内路に沿って引上げるモータ駆動式の牽引装置を備えて構成されている請求項2または3記載の廃棄物処分場の浸出水集水設備。 4. The third transport mechanism includes a transport platform that moves along the guide path, and a motor-driven traction device that pulls up the transport platform along the guide path. leachate collection equipment for waste disposal sites. 前記案内路は予め所定長さに形成されたレールユニットが前記斜坑の底面に沿って直線状に配列されて構成され、前記搬送台が前記レールユニットを走行する搬送台車で構成されている請求項4記載の廃棄物処分場の浸出水集水設備。 2. The guide path is configured by rail units pre-formed to a predetermined length arranged linearly along the bottom surface of the inclined shaft, and the conveyance platform is configured by a conveyance cart that runs on the rail units. Leachate collection equipment for the waste disposal site described in 4. 前記第1搬送機構は、前記集水ピットで前記揚水ポンプを昇降する吊り上げ装置と、前記吊り上げ装置を移動可能に支持し前記吊り上げ装置で引き揚げた前記揚水ポンプを前記案内路の上部に配置された前記搬送台車の上方空間に移動させる天井レールと、を備えている請求項5記載の廃棄物処分場の浸出水集水設備。 The first conveyance mechanism includes a lifting device that raises and lowers the water pump in the water collection pit, and a lifting device that movably supports the lifting device and disposes the water pump lifted by the lifting device at the upper part of the guide path. The leachate collection equipment for a waste disposal site according to claim 5, further comprising a ceiling rail for moving to a space above the transport vehicle. 前記第2搬送機構は、前記搬送台車に搭載された前記揚水ポンプを昇降する前記吊り上げ装置と、前記吊り上げ装置を昇降する昇降装置と、前記昇降装置に沿って昇降する前記揚水ポンプを位置決めして案内する一対の案内柱を備え、前記揚水ポンプに備えた被案内部を前記一対の案内柱に挟み込むように構成されている請求項6記載の廃棄物処分場の浸出水集水設備。 The second transport mechanism positions the lifting device that lifts and lowers the water pump mounted on the transport vehicle, the lifting device that lifts and lowers the lifting device, and the lifting pump that moves up and down along the lifting device. 7. The leachate collection equipment for a waste disposal site according to claim 6, further comprising a pair of guiding pillars for guiding the water pump, and configured to sandwich a guided portion of the pump between the pair of guiding pillars.
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Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7685946B1 (en) 2007-06-25 2010-03-30 Elstone Iii John M Tubular transporter
JP2022118913A (en) 2021-02-03 2022-08-16 鹿島建設株式会社 Leachate water-collection pit, waste disposal facility, and method of constructing leachate water-collection pit

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7685946B1 (en) 2007-06-25 2010-03-30 Elstone Iii John M Tubular transporter
JP2022118913A (en) 2021-02-03 2022-08-16 鹿島建設株式会社 Leachate water-collection pit, waste disposal facility, and method of constructing leachate water-collection pit

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