JP2007270527A - Pumping well embedding method - Google Patents

Pumping well embedding method Download PDF

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Publication number
JP2007270527A
JP2007270527A JP2006097867A JP2006097867A JP2007270527A JP 2007270527 A JP2007270527 A JP 2007270527A JP 2006097867 A JP2006097867 A JP 2006097867A JP 2006097867 A JP2006097867 A JP 2006097867A JP 2007270527 A JP2007270527 A JP 2007270527A
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Japan
Prior art keywords
steel pipe
pipe
waste
pumping well
waste layer
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Japanese (ja)
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Masayoshi Umeda
雅芳 梅田
Tatsuya Shimomura
達也 下村
Masatoshi Tsubaki
雅俊 椿
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Asahi Kasei Construction Materials Corp
Tokyu Construction Co Ltd
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Asahi Kasei Construction Materials Corp
Tokyu Construction Co Ltd
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Priority to JP2006097867A priority Critical patent/JP2007270527A/en
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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

Abstract

<P>PROBLEM TO BE SOLVED: To provide a pumping well embedding method for embedding a pumping well which can pump up groundwater only from a region at a predetermined depth, in a waste disposal area, with favorable accuracy and favorable efficiency. <P>SOLUTION: An embedding device formed of a hollow steel pipe 30, a cover body 10 detachably attached to the tip of the steel pipe 30, and a water leading pipe 20, is squeezed into a waste layer 51, and when the tip reaches a predetermined depth, the cover body 10 is detached from the steel pipe 30, and the steel pipe 30 is axially pulled up by a predetermined height, to thereby expose the water leading pipe 20 in the waste layer 51. Thereafter the steel pipe 30 is left in the waste layer 51 as the external wall of the well and the steel pipe 30 is fixed into the waste layer 51 by a fixing member 52. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、廃棄物処分場において投棄された廃棄物の状態を分析するべく、所定の深さの領域の地下水を採取するための揚水井戸の埋設方法に関する。   The present invention relates to a method for burying a pumping well for collecting groundwater in a predetermined depth region in order to analyze the state of waste dumped in a waste disposal site.

廃棄物を投棄して処分する処理場や埋立地では、有害なガスが大気中に拡散することを防止するために、早期に安定化する方法が開発されている。例えば、特許文献1には、廃棄物層内に通気パイプを埋設し、該通気パイプを介して廃棄物層内から有害なガスを吸引排除する方法が開示されている。   At treatment plants and landfills where waste is dumped and disposed of, methods for stabilizing it early have been developed in order to prevent harmful gases from diffusing into the atmosphere. For example, Patent Document 1 discloses a method in which a vent pipe is embedded in a waste layer, and harmful gas is sucked out from the waste layer through the vent pipe.

一方、廃棄物を効率よく安定化する上で、廃棄物層内の状態を局所的に把握することが好ましい。廃棄物処分場は通常、処分場用地の土壌を深く掘り下げて形成されており、場所によって廃棄物層の深さが異なっている。従って、所定の深さの廃棄物の状態を分析するために、所定の深さの領域の地下水を採取しうる揚水井戸の埋設が必要であった。   On the other hand, in order to stabilize the waste efficiently, it is preferable to locally grasp the state in the waste layer. The waste disposal site is usually formed by deeply digging the soil of the disposal site site, and the depth of the waste layer varies depending on the location. Therefore, in order to analyze the state of the waste having a predetermined depth, it is necessary to bury a pumping well that can collect groundwater in a region having a predetermined depth.

特開2001−269640号公報JP 2001-269640 A

本発明の課題は、廃棄物処分場において、所定の深さの領域の地下水のみを採取しうる揚水井戸を精度良く且つ効率よく埋設しうる方法を提供することにある。   An object of the present invention is to provide a method capable of accurately and efficiently burying a pumping well capable of collecting only groundwater of a predetermined depth in a waste disposal site.

本発明は、廃棄物処分場における揚水井戸埋設方法であって、
中空の鋼管と、該鋼管の先端に脱着可能に取り付けられた蓋体と、該鋼管の内側に挿入され、一端が上記蓋体に取り付けられた通水パイプとからなる揚水井戸埋設装置を、蓋体を下方に向け、上記鋼管に回転を与えて廃棄物層内に埋設し、蓋体が所定の深さに到達した時点で蓋体を鋼管から取り外し、所定の高さだけ鋼管を軸方向に引き上げて上記通水パイプの一部を廃棄物層内に露出させ、該廃棄物層内に残された鋼管を揚水井戸の外壁とすることを特徴とする。
The present invention is a pumping well burying method in a waste disposal site,
A pumping well burying device comprising a hollow steel pipe, a lid body detachably attached to the tip of the steel pipe, and a water flow pipe inserted inside the steel pipe and having one end attached to the lid body, Turn the body downward, rotate the steel pipe and embed it in the waste layer.When the lid reaches a predetermined depth, remove the lid from the steel pipe, and move the steel pipe in the axial direction by a predetermined height. A part of the water flow pipe is pulled up to be exposed in the waste layer, and the steel pipe left in the waste layer is used as an outer wall of the pumping well.

本発明によれば、所定の深さにまで廃棄層内に埋設装置をねじ込んだ後に、鋼管を所定の高さだけ引き上げることで、所望の領域の地下水のみを通水パイプ内に誘導する揚水井戸を容易に埋設することができる。本発明によって埋設される揚水井戸は、通水パイプ内に浸出した地下水を汲み上げるため、周囲の廃棄物がポンプ等を詰まらせるなどの問題を生じる恐れがない。また、鋼管が井戸の外壁として廃棄物層内に残されるため、井戸の周囲の土壌によって該井戸が埋まる心配がなく、また、当該井戸の上にさらに廃棄物が投棄される場合には鋼管を上方に継ぎ出すことで容易に延長することができるため、半永久的に揚水井戸として使用することができる。   According to the present invention, a pumping well that guides only groundwater in a desired region into a water pipe by pulling up a steel pipe by a predetermined height after screwing an embedding device into a waste layer to a predetermined depth. Can be embedded easily. The pumping well buried according to the present invention pumps up the groundwater leached into the water pipe, so that there is no risk of surrounding waste clogging the pump or the like. In addition, since the steel pipe is left in the waste layer as the outer wall of the well, there is no fear that the well will be buried by the soil around the well, and if further waste is dumped on the well, Since it can be easily extended by extending upward, it can be used semi-permanently as a pumping well.

以下、本発明の好ましい実施形態を挙げて本発明を具体的に且つ詳細に説明する。   Hereinafter, the present invention will be described specifically and in detail with reference to preferred embodiments of the present invention.

図1は、本発明に用いられる揚水井戸埋設装置の一例を示す分解斜視図である。また、図2は、図1の揚水井戸埋設装置の先端部分の断面概略図であり、図3は、図1の蓋体を上方から見た図である。図中、10は蓋体、11は本体、12は外筒、13a,13bは螺旋翼、14a,14bは先端羽根、15は貫通孔、18はワイヤー、19は係止片、20は通水パイプ、21は硬質樹脂部材、22は有孔樹脂パイプ、30は鋼管、31は切り欠き部、32は係止部、33はテーパー部である。以下、各部材について説明する。   FIG. 1 is an exploded perspective view showing an example of a pumping well burying apparatus used in the present invention. 2 is a schematic cross-sectional view of the tip portion of the pumping well burying apparatus of FIG. 1, and FIG. 3 is a view of the lid body of FIG. 1 as viewed from above. In the figure, 10 is a lid, 11 is a main body, 12 is an outer cylinder, 13a and 13b are spiral wings, 14a and 14b are tip blades, 15 is a through hole, 18 is a wire, 19 is a locking piece, and 20 is a water passage. A pipe, 21 is a hard resin member, 22 is a perforated resin pipe, 30 is a steel pipe, 31 is a notch part, 32 is a locking part, and 33 is a taper part. Hereinafter, each member will be described.

〔蓋体10〕
蓋体10は、鋼管30の先端に取り付けて該鋼管30を閉塞し、鋼管30内に廃棄物層内の廃棄物や土砂が入り込むのを防止する部材であり、該蓋体10の内側に取水用の通水パイプ20の先端を取り付ける。
[Cover 10]
The lid body 10 is a member that is attached to the tip of the steel pipe 30 to close the steel pipe 30 and prevents waste and earth and sand in the waste layer from entering the steel pipe 30, and water is taken inside the lid body 10. The tip of the water flow pipe 20 is attached.

本例の蓋体10は、底部を有する筒状の本体11を有しており、先端の底部に先端羽根14a,14bが付設されている他、本体11の先端外周に同じ高さの同じ位置で同じ螺旋方向で長さが本体11の外周の半周分の螺旋翼13a,13bが互いに相対的に不連続に付設されている。   The lid body 10 of this example has a cylindrical main body 11 having a bottom portion, and tip blades 14 a and 14 b are attached to the bottom portion of the tip, and the same position at the same height on the outer periphery of the tip of the main body 11. In the same spiral direction, the spiral blades 13a and 13b corresponding to half the outer circumference of the main body 11 are provided relatively discontinuously.

尚、本発明に用いる蓋体10に付設される羽根や翼は特に限定されるものではなく、図4に示すように、V字羽根41a,41bも好ましく用いられる。図4のV字羽根41a,41bはそれぞれ、蓋板10の本体11底部の中央を貫く法線より放射状に取り付けられ、先端から本体11底部に向かってテーパー状に広がる直角三角形状を呈している。本例では、該三角形の底辺が外筒12の外周より飛び出した41aと、外筒12内に収まった41bとを横断面が十字形になるように組み合わせて用いていられており、必要に応じて枚数や横断面の形状(互いに隣接する2枚の羽根のなす角度)が適宜変更される。   In addition, the blade | wing and wing | blade attached to the cover body 10 used for this invention are not specifically limited, As shown in FIG. 4, V-shaped blade | wing 41a, 41b is also used preferably. Each of the V-shaped blades 41a and 41b in FIG. 4 is attached in a radial pattern from the normal line passing through the center of the bottom of the main body 11 of the lid plate 10, and has a right triangle shape that extends in a tapered shape from the tip toward the bottom of the main body 11. . In this example, the base of the triangle 41a that protrudes from the outer periphery of the outer cylinder 12 and 41b that fits in the outer cylinder 12 are used in combination so that the cross-section becomes a cross shape. The number of sheets and the shape of the cross section (the angle formed by two adjacent blades) are appropriately changed.

また、蓋体10の本体11の外側には所定の間隙を介して外筒12が同心円状に配置しており、該間隙を部分的に埋めるように係止片19が取り付けられている。尚、外筒12と本体11との間隙は、先端側で塞がれており、当該埋設装置を廃棄物層内に埋設する際に該間隙に廃棄物層内の廃棄物や土砂が入り込むのを防止している。   Further, the outer cylinder 12 is concentrically disposed outside the main body 11 of the lid body 10 with a predetermined gap, and a locking piece 19 is attached so as to partially fill the gap. Note that the gap between the outer cylinder 12 and the main body 11 is closed at the front end side, and when the burying apparatus is embedded in the waste layer, the waste or earth and sand in the waste layer enters the gap. Is preventing.

〔通水パイプ20〕
本発明に用いられる通水パイプ20は、係る埋設装置を廃棄物層内に埋設後、廃棄物層内の地下水を採取するための部材である。従って、素材は良好な通水性を有していれば特に限定されるものではないが、可撓性を有するものが取り扱いが容易である。特に、蓋体10への取り付け、及び、鋼管30内への挿入時に扱いが容易で作業性が良く、好ましい。具体的には、例えば塩化ビニル管にまんべんなく孔を形成した有孔パイプや不織布からなるパイプの外側に螺旋状の弾性体を取り付けたものなどが挙げられるが、特に好ましくは、本例に示すように、筒状の可撓性を有する有孔樹脂パイプ22の外側に螺旋状の硬質樹脂部材21を巻き付けた構成であり、具体的には、カナフレックスコーポレーション社製の「カナネット(登録商標)」が挙げられる。本例の通水パイプ20は可撓性を有する有孔樹脂パイプ22で構成されているため、ロール状に巻き取った状態にすることができるため、廃棄物処理場へはロール状で供給し、埋設作業時に引き出して必要な長さに切断して用いることもできる。また、作業時に切断する場合には、埋設長さの変更も容易である。
[Water pipe 20]
The water flow pipe 20 used in the present invention is a member for collecting ground water in the waste layer after the buried device is buried in the waste layer. Therefore, the material is not particularly limited as long as it has good water permeability, but a material having flexibility is easy to handle. In particular, it is easy to handle when attaching to the lid 10 and inserting it into the steel pipe 30, and it is easy to work with. Specific examples include a perforated pipe in which holes are evenly formed in a vinyl chloride pipe and a pipe made of a nonwoven fabric with a spiral elastic body attached to the outside. Particularly preferably, as shown in this example In addition, a helical hard resin member 21 is wound around the outer side of a cylindrical flexible porous resin pipe 22. Specifically, “Kananet (registered trademark)” manufactured by Kanaflex Corporation is used. ". Since the water flow pipe 20 of this example is composed of a flexible perforated resin pipe 22, it can be wound up in a roll shape, so that it is supplied to the waste disposal site in a roll shape. Also, it can be used by being pulled out during the burying operation and cut into a required length. Moreover, when cutting at the time of work, it is easy to change the embedded length.

本発明において、係る通水パイプ20は、後述するように一部を廃棄物層内に露出させて用いるが、露出させる領域が狭いため、埋設装置に取り付ける長さは短くて良い。具体的には、地下水を採取する領域の高さよりも若干長く、鋼管30を引き上げた際に、上方の先端部が廃棄物層内に露出しない程度であればよく、鋼管30の先端から50〜100cm程度上方に該通水パイプ20の先端が位置すればよい。   In the present invention, the water flow pipe 20 is partially exposed in the waste layer as will be described later. However, since the exposed area is narrow, the length attached to the embedding device may be short. Specifically, it may be slightly longer than the height of the area where groundwater is collected, and the upper end portion is not exposed to the waste layer when the steel pipe 30 is pulled up. The tip of the water flow pipe 20 may be positioned about 100 cm above.

さらに、該通水パイプ20は、蓋体10の本体11内に沿うように、外径が本体11の内径よりも若干小さい程度であることが好ましい。具体的には、本体11の内径が305mmに対して、通水パイプ20の外径が300mm程度が好ましい。   Furthermore, it is preferable that the outer diameter of the water flow pipe 20 is slightly smaller than the inner diameter of the main body 11 so as to be along the main body 11 of the lid body 10. Specifically, the outer diameter of the water flow pipe 20 is preferably about 300 mm with respect to the inner diameter of the main body 11 of 305 mm.

当該通水パイプ20は先端部付近の有孔樹脂パイプ22に穴をあけてワイヤー18を取り付け、該ワイヤー18を本体11に設けた貫通孔15に通して蓋体10に取り付ける。   In the water pipe 20, a hole 18 is formed in the perforated resin pipe 22 near the tip and a wire 18 is attached, and the wire 18 is attached to the lid 10 through a through hole 15 provided in the main body 11.

〔鋼管30〕
本発明に用いられる鋼管30は、係る埋設装置を廃棄物層内に埋設する際には杭として作用し、その後、所定の高さだけ引き上げた後、廃棄物層内に配置した鋼管をそのまま残して揚水井戸の外壁として用いる部材である。
[Steel pipe 30]
The steel pipe 30 used in the present invention acts as a pile when the embedding device is embedded in the waste layer, and after that, the steel pipe 30 disposed in the waste layer is left as it is after being pulled up by a predetermined height. This is a member used as the outer wall of the pumping well.

係る鋼管30は、内径が蓋体10の本体11の外径よりも大きく、且つ、外径が外筒12の内径よりも小さく、先端が前記蓋体10に脱着可能に取り付けられる。具体的には、互いに係止しうる部位を形成しておけば良く、本例においては、鋼管30の下方先端に、該先端より略逆L字形に切れ込む切り欠き部31を形成し、蓋体10には、この切り欠き部31の内側に突出する係止部32が係止しうる係止片19が形成されている。鋼管30の取り付けの際には、鋼管30の切り欠き部31内に係止片19が進入するように位置を確認しながら、鋼管30の先端を蓋体10の本体11と外筒12との間に差し込み、次いで鋼管30を回転させることで係止部32が係止片19の下方の隙間に入り込み、蓋体10と鋼管30とが一体化する。尚、蓋体10を鋼管30から取り外す際には、鋼管30を逆に回転させてから鋼管30を引き上げれば容易に脱離する。また、本例においては、鋼管30の切り欠き部31の開口端の一方(係止部32とは逆側)にテーパー部33を設けていることから、蓋体10を鋼管30から取り外す際には、係止片19が該テーパー部33に沿って滑るため、取り外しがスムーズに行われる。   The steel pipe 30 has an inner diameter larger than the outer diameter of the main body 11 of the lid body 10 and an outer diameter smaller than the inner diameter of the outer cylinder 12, and the tip is detachably attached to the lid body 10. Specifically, it is only necessary to form portions that can be locked to each other. In this example, a notch 31 that cuts into a substantially inverted L shape from the tip is formed at the lower tip of the steel pipe 30, and the lid 10 is formed with a locking piece 19 that can be locked by a locking portion 32 protruding inside the cutout portion 31. When the steel pipe 30 is attached, the tip of the steel pipe 30 is placed between the main body 11 of the lid 10 and the outer cylinder 12 while confirming the position so that the locking piece 19 enters the notch 31 of the steel pipe 30. By inserting in between and then rotating the steel pipe 30, the locking portion 32 enters the gap below the locking piece 19, and the lid 10 and the steel pipe 30 are integrated. In addition, when removing the cover body 10 from the steel pipe 30, if the steel pipe 30 is pulled up after rotating the steel pipe 30 reversely, it will detach | leave easily. Moreover, in this example, since the taper part 33 is provided in one of the opening ends of the notch part 31 of the steel pipe 30 (on the opposite side to the locking part 32), the lid 10 is removed from the steel pipe 30. Since the locking piece 19 slides along the tapered portion 33, the removal is performed smoothly.

また、本例においては、図2,図3に示すように、鋼管30と蓋体10との係止領域が外筒12で覆われ、且つ、外筒12と本体11との間隙は先端部において塞がれているため、係る埋設装置を廃棄物層内に埋設する際に上記係止領域が廃棄物層に直接接することがなく、該係止領域に廃棄物がからんで、埋設装置の埋設を妨げたり、蓋体10の鋼管30からの取り外しを妨げるなどの不都合を生じる恐れがない。   Further, in this example, as shown in FIGS. 2 and 3, the engaging region between the steel pipe 30 and the lid body 10 is covered with the outer cylinder 12, and the gap between the outer cylinder 12 and the main body 11 is the tip portion. Therefore, when the embedded device is embedded in the waste layer, the locking region does not directly contact the waste layer, and the waste is entangled in the locking region. There is no possibility of causing inconveniences such as obstructing embedding and preventing the lid 10 from being removed from the steel pipe 30.

〔埋設方法〕
次に、本発明の揚水井戸埋設方法について、図1の埋設装置を用いた場合を例に挙げて説明する。図5は埋設工程を示す模式図である。図中、51は廃棄物層、52は固定部材である。
[Embedding method]
Next, the pumping well burying method of the present invention will be described by taking the case of using the burying apparatus of FIG. 1 as an example. FIG. 5 is a schematic diagram showing an embedding process. In the figure, 51 is a waste layer and 52 is a fixing member.

本発明においては、蓋体10に通水パイプ20の先端を取り付けて固定し〔図5(a)〕、次いで通水パイプ20を鋼管30内に挿入し、鋼管30を蓋体10に係止する〔図5(b)〕。尚、通水パイプ20を鋼管30内に先に挿入してから、通水パイプ20の先端を蓋体10に取り付け、次いで鋼管30を蓋体10に係止してもかまわない。   In the present invention, the tip of the water pipe 20 is attached and fixed to the lid body 10 (FIG. 5A), and then the water pipe 20 is inserted into the steel pipe 30 and the steel pipe 30 is locked to the lid body 10. [FIG. 5B]. In addition, after inserting the water flow pipe 20 in the steel pipe 30 first, the front-end | tip of the water flow pipe 20 may be attached to the cover body 10, and the steel pipe 30 may be latched to the cover body 10 next.

本例においては、蓋体10と鋼管30との取り付けが、鋼管30の切り欠き部31に蓋体10に設けた係止片19を係止するだけでよいため、他の部材や工具を必要とせず、容易に取り付けることができる。   In this example, the attachment of the lid body 10 and the steel pipe 30 only needs to latch the locking piece 19 provided on the lid body 10 in the notch 31 of the steel pipe 30, so other members and tools are required. It can be easily attached without using it.

さらに、本例では通水パイプ20が樹脂製で十分な可撓性を有しているため、通気パイプ3を蓋体10に取り付けてからでも、通水パイプ20のしなりを利用して鋼管30内に通水パイプ20を容易に挿入することができる。よって、予め鋼管30の先端を下方に向けて傾けた状態で埋設用重機に取り付け、該鋼管30の下方の先端から通水パイプ20を挿入することもできる。   Furthermore, in this example, since the water flow pipe 20 is made of resin and has sufficient flexibility, even after the ventilation pipe 3 is attached to the lid body 10, the steel pipe is used by utilizing the bending of the water flow pipe 20. The water flow pipe 20 can be easily inserted into 30. Accordingly, the steel pipe 30 can be attached to the burying heavy machine in a state where the tip of the steel pipe 30 is inclined downward, and the water pipe 20 can be inserted from the lower end of the steel pipe 30.

次いで、重機により鋼管30に回転を与えながら廃棄物層51内に係る埋設装置をねじ込む〔図5(c)〕。この時、本例では鋼管30の先端に螺旋翼13a,13b及び先端羽根14a,14bを有する蓋体10が取り付けてあるため、これらによって廃棄物や土砂が押しのけられ、廃棄物や土砂を外部に排出することなく容易に所定の深さまで鋼管30を埋設することができる。また、中空の鋼管30は蓋体10によって先端が閉塞されているため、鋼管30内に廃棄物や土砂が入り込むこともない。   Next, the embedding device in the waste layer 51 is screwed in while rotating the steel pipe 30 with a heavy machine [FIG. 5 (c)]. At this time, in this example, since the lid body 10 having the spiral blades 13a and 13b and the tip blades 14a and 14b is attached to the tip of the steel pipe 30, the waste and earth and sand are pushed away by these, and the waste and earth and sand are brought outside. The steel pipe 30 can be easily embedded to a predetermined depth without being discharged. Moreover, since the tip of the hollow steel pipe 30 is closed by the lid body 10, waste and earth and sand do not enter the steel pipe 30.

蓋体10を鋼管30から取り外し、所定の高さだけ鋼管30を軸方向上方に引き上げる〔図5(d)〕。本例では、蓋体10と鋼管30とが鋼管30に設けた切り欠き部31に蓋体10に設けた係止片19が係止しているだけであり、該切り欠き部31の開口端にテーパー部33が形成されていることから、鋼管30を蓋体10に取り付ける時とは逆方向に回転させながら引き上げることにより、係止片19が切り欠き部31を抜けて蓋体10が鋼管30から容易に脱離する。   The lid 10 is removed from the steel pipe 30 and the steel pipe 30 is pulled upward in the axial direction by a predetermined height [FIG. 5 (d)]. In this example, the lid 10 and the steel pipe 30 are merely engaged with the notch 31 provided on the steel pipe 30 with the notch 31 provided on the lid 10, and the open end of the notch 31 is provided. Since the taper portion 33 is formed on the upper surface of the cover body 10, the locking piece 19 is pulled out of the notch portion 31 by pulling it up while rotating the steel pipe 30 in the direction opposite to that when the steel pipe 30 is attached to the cover body 10. Easily desorbs from 30.

また、当該工程で鋼管30を引き上げる高さは、地下水を採取する領域分のみであり、鋼管30の引き上げによって通水パイプ20の上方端部が廃棄物層51内に露出しないように留意する必要がある。また、鋼管30は通常、所定の長さの鋼管を複数本、溶接或いは継ぎ手によって連結して用いるため、上方先端の鋼管を当該工程で引き上げる高さに対応する長さに設定しておけば、引き上げた鋼管30の高さを容易に判別することができる。   Moreover, the height which pulls up the steel pipe 30 at the said process is only for the area | region which extract | collects groundwater, and it needs to be careful so that the upper end part of the water flow pipe 20 may not be exposed in the waste layer 51 by pulling up the steel pipe 30. There is. In addition, since the steel pipe 30 is usually used by connecting a plurality of steel pipes of a predetermined length by welding or joints, if the steel pipe 30 is set to a length corresponding to the height at which the upper end steel pipe is pulled up in the process, The height of the pulled steel pipe 30 can be easily determined.

鋼管30を引き上げた後、不要な上方先端の鋼管を取り外し、鋼管30の上方先端にコンクリートを打設するなどして、固定部材52を付設し、鋼管30を廃棄物層51内に残したまま該廃棄物層51に固定する〔図5(e)〕。廃棄物層51内に残された鋼管30はそのまま揚水井戸の外壁として作用する。   After pulling up the steel pipe 30, an unnecessary upper end steel pipe is removed, concrete is placed on the upper end of the steel pipe 30, and the fixing member 52 is attached, and the steel pipe 30 remains in the waste layer 51. It fixes to this waste layer 51 [FIG.5 (e)]. The steel pipe 30 left in the waste layer 51 acts as an outer wall of the pumping well as it is.

尚、図5の埋設工程においては、通水パイプ20と蓋体10とを取り付けた鋼管30を直接廃棄物層51に埋設しているが、予め鋼管30よりも小径の削孔用鋼管を廃棄物層51にねじ込んで、必要深度まで先端が到達することを確認することにより、作業効率の向上を図っても良い。   In the embedding process of FIG. 5, the steel pipe 30 to which the water flow pipe 20 and the lid body 10 are attached is directly embedded in the waste layer 51, but the steel pipe for drilling having a smaller diameter than the steel pipe 30 is discarded in advance. By screwing into the object layer 51 and confirming that the tip reaches the required depth, the work efficiency may be improved.

〔揚水方法〕
図5(e)の如く埋設された揚水井戸においては、該井戸先端部の、廃棄物層51内に露出した通水パイプ20内に地下水が浸出してくる。よって、ホースの先端を通水パイプ20内に挿入し、他端をポンプに連結して汲み上げることにより、該揚水井戸先端部の領域の地下水のみを採取することができる。また、この時、廃棄物や土砂は通水パイプ20によって遮断されるため、地下水の採取中にホース内に廃棄物や土砂が詰まって地下水の採取が妨げられる心配がない。
[Pumping method]
In the pumped well buried as shown in FIG. 5 (e), the groundwater is leached into the water flow pipe 20 exposed in the waste layer 51 at the tip of the well. Therefore, by inserting the tip of the hose into the water pipe 20 and pumping the other end to the pump, only the ground water in the region of the tip of the pumping well can be collected. Further, at this time, since waste and earth and sand are blocked by the water flow pipe 20, there is no concern that the collection of ground water is hindered by clogging with waste and earth and sand in the hose during the collection of ground water.

本発明による揚水井戸は、埋設時に用いた鋼管30をそのまま廃棄物層51内に残しているため、地上に露出した鋼管30の上方先端に新たな鋼管を連結することにより、上方に延長することができ、新たに廃棄物を投棄する場合であっても、別途揚水井戸を埋設する必要がなく、半永久的に用いることができる。   In the pumping well according to the present invention, the steel pipe 30 used at the time of burial is left in the waste layer 51 as it is, so that it is extended upward by connecting a new steel pipe to the upper end of the steel pipe 30 exposed on the ground. Even when a new waste is dumped, there is no need to bury a separate pumping well and it can be used semi-permanently.

本発明に用いる揚水井戸埋設装置の一例の分解斜視図である。It is a disassembled perspective view of an example of the pumping well embedding apparatus used for this invention. 図1の揚水井戸埋設装置の先端部断面概略図である。It is the front-end | tip part schematic sectional drawing of the pumping well embedding apparatus of FIG. 図1の蓋体を上方から見た図である。It is the figure which looked at the lid of Drawing 1 from the upper part. 本発明に用いる蓋体の別の形態を示す斜視図である。It is a perspective view which shows another form of the cover body used for this invention. 本発明の揚水井戸の埋設方法の工程図である。It is process drawing of the embedding method of the pumping well of this invention.

符号の説明Explanation of symbols

10 蓋体
11 本体
12 外筒
13a,13b 螺旋翼
14a,14b 先端羽根
15 貫通孔
18 ワイヤー
19 係止片
20 通水パイプ
21 硬質樹脂部材
22 有孔樹脂パイプ
30 鋼管
31 切り欠き部
32 係止部
33 テーパー部
41a,41b V字羽根
51 廃棄物層
52 固定部材
DESCRIPTION OF SYMBOLS 10 Cover body 11 Main body 12 Outer cylinder 13a, 13b Spiral blade 14a, 14b Tip blade 15 Through hole 18 Wire 19 Locking piece 20 Water pipe 21 Hard resin member 22 Perforated resin pipe 30 Steel pipe 31 Notch 32 Locking part 33 Tapered part 41a, 41b V-shaped blade 51 Waste layer 52 Fixing member

Claims (1)

廃棄物処分場における揚水井戸埋設方法であって、
中空の鋼管と、該鋼管の先端に脱着可能に取り付けられた蓋体と、該鋼管の内側に挿入され、一端が上記蓋体に取り付けられた通水パイプとからなる揚水井戸埋設装置を、蓋体を下方に向け、上記鋼管に回転を与えて廃棄物層内に埋設し、蓋体が所定の深さに到達した時点で蓋体を鋼管から取り外し、所定の高さだけ鋼管を軸方向に引き上げて上記通水パイプの一部を廃棄物層内に露出させ、該廃棄物層内に残された鋼管を揚水井戸の外壁とすることを特徴とする揚水井戸埋設方法。
A pumping well burying method at a waste disposal site,
A pumping well burying device comprising a hollow steel pipe, a lid body detachably attached to the tip of the steel pipe, and a water flow pipe inserted inside the steel pipe and having one end attached to the lid body, Turn the body downward, rotate the steel pipe and embed it in the waste layer.When the lid reaches a predetermined depth, remove the lid from the steel pipe, and move the steel pipe in the axial direction by a predetermined height. A pumping well burying method characterized in that a part of the water pipe is pulled up to be exposed in the waste layer, and the steel pipe remaining in the waste layer is used as an outer wall of the pumping well.
JP2006097867A 2006-03-31 2006-03-31 Pumping well embedding method Pending JP2007270527A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2006097867A JP2007270527A (en) 2006-03-31 2006-03-31 Pumping well embedding method

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Application Number Priority Date Filing Date Title
JP2006097867A JP2007270527A (en) 2006-03-31 2006-03-31 Pumping well embedding method

Publications (1)

Publication Number Publication Date
JP2007270527A true JP2007270527A (en) 2007-10-18

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Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08215691A (en) * 1995-02-13 1996-08-27 Jdc Corp System for purifying underground water in ground of waste landfill site
JPH11166231A (en) * 1997-12-04 1999-06-22 Teruo Takei Bottom widening existing pile and embedding machine
JP2001269640A (en) * 2000-03-27 2001-10-02 Narata:Kk Device and method for removing noxious gas
JP2005336822A (en) * 2004-05-26 2005-12-08 Nippon Steel Corp Observation well for investigating underground water vein and its construction method

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08215691A (en) * 1995-02-13 1996-08-27 Jdc Corp System for purifying underground water in ground of waste landfill site
JPH11166231A (en) * 1997-12-04 1999-06-22 Teruo Takei Bottom widening existing pile and embedding machine
JP2001269640A (en) * 2000-03-27 2001-10-02 Narata:Kk Device and method for removing noxious gas
JP2005336822A (en) * 2004-05-26 2005-12-08 Nippon Steel Corp Observation well for investigating underground water vein and its construction method

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