WO2021038925A1 - Pumping well equipped with water injection pipe - Google Patents

Pumping well equipped with water injection pipe Download PDF

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Publication number
WO2021038925A1
WO2021038925A1 PCT/JP2020/008574 JP2020008574W WO2021038925A1 WO 2021038925 A1 WO2021038925 A1 WO 2021038925A1 JP 2020008574 W JP2020008574 W JP 2020008574W WO 2021038925 A1 WO2021038925 A1 WO 2021038925A1
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Prior art keywords
water injection
pipe
well
water
injection pipe
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PCT/JP2020/008574
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French (fr)
Japanese (ja)
Inventor
顕治郎 本多
聡 西原
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株式会社エーバイシー
日建商事株式会社
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Publication of WO2021038925A1 publication Critical patent/WO2021038925A1/en

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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/34Foundations for sinking or earthquake territories
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/02Improving by compacting
    • E02D3/10Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/12Consolidating by placing solidifying or pore-filling substances in the soil

Definitions

  • the present invention relates to a pumping well for pumping groundwater for the purpose of improving the ground, and particularly to a pumping well provided with a water injection pipe for injecting a liquid into the ground.
  • Patent Document 1 when injecting fine bubble water into the ground, sand, silica sand, etc. surrounding the well pipe in the pumping well, etc.
  • Patent Document 1 when injecting fine bubble water into the ground, sand, silica sand, etc. surrounding the well pipe in the pumping well, etc.
  • Patent Document 1 proposes a technology to erect a water injection pipe in a filter material made of water and a technology to use the well pipe itself of a pumping well as a water injection pipe.
  • the present invention has been made in view of the above problems, and is a liquid for improving the ground (hereinafter, also referred to as "injection liquid") while suppressing the labor required for installing a pumping well and even in a shallow ground.
  • injection liquid a liquid for improving the ground
  • the invention made to solve the above problems is a well with a water injection pipe provided with a water injection pipe for injecting a liquid into the ground, and is a well pipe that is vertically installed in the ground and has a groundwater inflow hole in the peripheral wall. And a strainer having a water passage portion that is ringed around the well pipe and allows groundwater to pass through, and at least one rod or pipe material that is sandwiched between the outer peripheral surface of the well pipe and the strainer to support the strainer.
  • the pillow material is provided with a water injection port made of, and at least one of the pillow materials also serves as a water injection pipe and is provided with a water injection port for injecting a liquid.
  • the strainer of a pumping well is ringed around the well pipe using a pipe material or a bar material fixed on the outer circumference of the well pipe as a pillow material.
  • this pillow material as a water injection pipe, it is possible to bury the water injection pipe together with the pumping well in the ground without taking more time than installing only the pumping well.
  • the water injection port injects the injection liquid into the space between the well pipe and the strainer.
  • the injection liquid can be injected into the surrounding ground through the gap of the strainer using the space as the distribution chamber, so that the injection liquid can be injected over a wide range.
  • the pumping well with a water injection pipe of the present invention preferably has a transforming body projecting from the outer peripheral surface of the well pipe in the direction in which the injection liquid is injected from the water injection port.
  • the pumping well with a water injection pipe of the present invention is provided with a plurality of the pillow materials, and two or more pillow materials out of the plurality of pillow materials also serve as water injection pipes, and the two or more water injection pipes are connected at the upper end. It is preferable to have a chamber. By doing so, the injection liquid can be evenly flowed to each water injection pipe.
  • the distribution room is preferably provided underground. By doing so, it is possible to combine the flow pipes for flowing the injection liquid from the ground to the upper end of the water injection pipe into one, so that the installation cost can be reduced.
  • the distribution room is preferably provided on the ground surface. By doing so, maintenance of the distribution room can be easily performed.
  • the pumping well with a water injection pipe of the present invention can be installed with the same labor as a conventional pumping well without a water injection pipe, and the injection liquid is ejected even in a shallow ground. can do.
  • FIG. 2 is a cross-sectional view taken along line XX in FIG.
  • FIG. 2 is a cross-sectional view taken along the line YY in FIG.
  • FIG. 2A is an explanatory view showing how the injection liquid flows through the distribution chamber by expanding the cylindrical distribution chamber shown in FIG. 2 in a plane.
  • B) is a sectional view taken along line ZZ in (a)
  • (c) is a sectional view taken along line WW in (a).
  • FIG. 5 is an enlarged cross-sectional view showing the water injection pipe of FIG. 1 in a side view. It is a side view sectional view of the pumping well with a water injection pipe which concerns on 2nd Embodiment of this invention.
  • A) is an enlarged view of a main part showing the periphery of the distribution chamber of FIG.
  • B) is a sectional view taken along line VV in (a).
  • FIG. 1 shows a pumping well 100 with a water injection pipe according to the first embodiment of the present invention.
  • the pumping well 100 with a water injection pipe is a pumping well used in the ultra-deep construction method (registered trademark), and for the purpose of ground improvement such as prevention of liquefaction, pumping groundwater and injecting fine bubble water or the like into the ground. Used to inject W.
  • the pumping well 100 with a water injection pipe includes a well pipe 1 suspended in the ground, a strainer 2 surrounded by the well pipe 1, and one for injecting an injection liquid W into the ground. , Or a plurality of water injection pipes 3, 3, ..., a pump 5 for pumping the ground water flowing into the well pipe 1, and a distribution for distributing the injection liquid W to the water injection pipes 3, 3, ...
  • the vessel 6, the pumping pipe 51 for flowing the pumped water to the ground, the well pipe 7 for flowing the injection liquid W to the well pipe 1, and the well pipe 7 and the well pipe 1 were overfilled. It is provided with a return tube 8 that recirculates the injection liquid W.
  • the well pipe 1 is inserted into a vertical hole vertically laid in the ground, and then erected so as to fill the periphery with a filter material 17 (see FIG. 2) made of sand, silica sand, or the like.
  • the well pipe 1 is made of a bottomed cylindrical steel pipe, has a flange 16 at the upper end edge, and is closed by a lid material 9.
  • a large number of groundwater inflow holes 1a, 1a, ... Consisting of circular through holes are dispersedly arranged in the circumferential direction and the longitudinal direction on the peripheral wall located slightly upward from the bottom wall 12.
  • the space 14 from the groundwater inflow hole 1a to the bottom wall 12 constitutes a sand pool.
  • the groundwater inflow hole 1a is a circular hole, but the hole is not limited to this and may be a slit or the like.
  • a liquid feeding branch pipe 72 and a return pipe 8 branched from the liquid feeding pipe 7 are connected to the well pipe 1 via a lid material 9.
  • the strainer 2 has a cylindrical coil shape in which a wire rod is wound around a well pipe 1 via a water injection pipe 3 (pillow material 4).
  • the strainer 2 has a slight gap between adjacent wires, and this gap corresponds to the water passage portion 21 as defined in the claims.
  • the strainer 2 is provided so as to substantially cover the entire portion of the well pipe 1 provided with the groundwater inflow hole 1a, and the uppermost end of the water passage portion 21 is located above the groundwater inflow hole 1a at a sufficient distance from the groundwater inflow hole 1a. Has been done.
  • the space 13 between the strainer 2 and the well pipe 1 is closed above and below by annular flange members 61 and 22, respectively.
  • a wedge wire having a zinc-plated steel wire having a triangular cross section is used, but the material and shape are not limited to this.
  • One or more water injection pipes 3, 3, ... (8 in the example of FIG. 4) are straight pipes as shown in FIG. 1, parallel to the axial direction of the well pipe 1, and the well pipe 1. It is sandwiched between the well pipe 1 and the strainer 2 so as to be parallel to the outer peripheral surface 11 of the well pipe 1 at equal intervals in the circumferential direction of the well pipe 1.
  • the water injection pipes 3, 3, ... also serve as a pillow material 4 that supports the strainer 2 so as to form a space 13 between the outer peripheral surfaces 11 of the well pipe 1. In the illustrated example, all the pillow materials 4 are injected. Although it is a water pipe 3, a pillow material 4 that also serves as a water injection pipe 3 may be provided.
  • the injection liquid is to be sprayed onto the peripheral wall 31 of the water injection pipe 3 at equal intervals along the longitudinal direction of the water injection pipe 3 in the substantially circumferential direction of the well pipe 1.
  • a pair of slit-shaped water injection ports 3a and 3a facing each other are bored.
  • a rib-shaped transforming body 15 that converts the injection liquid W injected from the water injection port 3a outward in the plan view of the well pipe 1 extends in the longitudinal direction of the well pipe 1. Is provided.
  • the pumping pump 5 is suspended at the lower end of the pumping pipe 51 that hangs down inside the well pipe 1, and draws groundwater that has flowed into the well pipe 1 through the groundwater inflow holes 1a, 1a, ... It is configured to be pumped and stored in a notch tank (not shown) via a pumping pipe 51, a gate valve 52, and a check valve 53.
  • a flange member 61 is covered with a flat cylindrical lid member 62 and connected with bolts and nuts to form a distribution chamber 63 having a space on an annulus inside.
  • a liquid feeding branch pipe 71 branched from the liquid feeding pipe 7 is connected to the distributor 6 so as to penetrate the top wall of the lid member 62.
  • the distributor 6 is provided adjacent to the upper end of the strainer 2 and is buried in the ground. By burying the distributor 6 in the ground in this way, the water injection pipe 3 and the well pipe 1 can be shortened.
  • the shape of the distributor 6 is not limited to this, and an appropriate shape can be adopted. The same applies to the distributor 206 of the second embodiment.
  • the outlet 71a for flowing the injection liquid from the liquid delivery branch pipe 71 to the distributor 6 is cut diagonally so as to eject the injection liquid W to the downstream side (the side of FIG. 5A) in the circumferential direction of the distributor 6. ing.
  • the inner peripheral surface 62a of the lid member 62 is provided with three types of conversion plates 64, 65, 66 for evenly distributing the injection liquid W flowing into the distribution chamber 63 from the outlet 71a to each water injection pipe 3. ing.
  • the conversion plate 64 and the conversion plate 65 are both made of a strip-shaped plate material.
  • the turning plate 64 is adjacent to each other on the lower half portion of the inner peripheral surface 62a of the lid member 62 in a state of being inclined by approximately 60 degrees with respect to the axial direction of the well pipe 1. It is attached to the inner peripheral surface 62a at a position between the water injection pipes 3 and 3.
  • the turning plate 65 is attached so as to extend in the circumferential direction of the inner peripheral surface 62a in the vicinity of the downstream side of the outlet 71a at the upper end of the inner peripheral surface 62a.
  • the turning plate 66 is made of an isosceles triangular plate material, and is located in the vicinity of the outlet 71a on the upstream side (right side in FIG. 6A) in the circumferential direction of the outlet 71a, and the apex is directed toward the upstream side. It is attached to the inner surface 62b.
  • FIGSecond Embodiment 8 and 9 show a pumping well 200 with a water injection pipe according to a second embodiment of the present invention.
  • the pumping well 200 with a water injection pipe includes a distributor 206 provided on the ground.
  • the upper end of the space 13 between the well pipe 1 and the strainer 2 is closed by a flange material 23 separate from the flange material 61.
  • the flange member 23 includes an insertion direction 23a through which the water injection pipe 203 is inserted.
  • the portion 217 surrounding the strainer 2 is filled with a filter material made of sand or silica sand, and the portion between the flange material 23 and the ground surface where the water injection pipe 203 is exposed without being covered by the strainer 2 is formed.
  • the water injection pipe 203 is protected by placing concrete 218.
  • the water injection pipe 203 also serves as a pillow material 204 that supports the strainer 2.
  • a vacuum pump (not shown) is started to reduce the pressure inside the well pipe 1. Then, the groundwater in the surrounding ground flows into the well pipe 1 through the strainer 2 and the groundwater inflow hole 1a due to the weight of the groundwater and the negative pressure inside the well pipe. When sufficient groundwater has accumulated in the well pipe 1, the pump 5 is started to pump up the groundwater.
  • the injection liquid W is sent to the liquid supply pipe 7 by a pressure pump (not shown).
  • a part of the injection liquid W is flowed to the distributors 6 and 206 via the liquid feed branch pipe 71, and the rest is a well pipe via the liquid feed branch pipe 72. It is sent to the inside of 1.
  • the injection liquid W sent to the distributors 6, 206 flows into the distribution chamber 63 from the outlet 71a of the liquid delivery branch pipe 71, and is guided by the turning plates 64, 65, 66, and each water injection pipe 3,203. It is evenly sent to.
  • the diversion plate 65 guides the injection liquid W to circulate in the annular distribution chamber 63
  • the diversion plate 64 guides the injection liquid W to circulate in the distribution chamber 63 to the water injection pipes 3,203.
  • the conversion plate 66 avoids the turbulent flow generated when the circulating injection liquid W collides with the liquid supply branch pipe 71.
  • the injection liquid W sent to the water injection pipes 3 and 203 is injected from the water injection port 3a into the space 13 between the well pipe 1 and the strainer 2, and is converted outward by the transforming body 15 to the surrounding ground. Is injected into. As shown in FIG. 6, since the transforming body 15 is provided between the adjacent water injection pipes 3 and 3, the injection liquid injected from the water injection ports 3a and 3a of the adjacent water injection pipes 3 and 3 is provided. It is possible to prevent W from interfering with each other.
  • the injection liquid W sent into the well pipe 1 is injected into the surrounding ground from the groundwater inflow holes 1a, 1a, ... And the water passage portion 21 of the strainer 2. Of the injection liquid W sent into the well pipe 1, the surplus injection liquid W is refluxed via the return pipe 8.
  • the pumping wells 100 and 200 with water injection pipes can be installed without requiring new man-hours for providing the water injection pipes because the pillow materials 4, 204 supporting the strainer 2 also serve as the water injection pipes 3,203.
  • the pumping wells 100 and 200 with water injection pipes are provided with distributors 6 and 206 for distributing the injection liquid W to the plurality of water injection pipes 3,203, the injection liquid W is evenly distributed to the water injection pipes 3,203. Can be infused.
  • the present invention is not limited to the above-described embodiment, and any pumping well provided with a strainer may be used, and a vacuum pump for depressurizing the inside of the well pipe may not be provided. Further, the present invention does not have to be configured to inject the injection liquid W into the ground through the groundwater inflow hole of the well pipe.
  • the strainer is not limited to a coil-shaped strainer wound with a wire rod, but may be a through hole provided in a plate material such as a punching board as a water passage portion. In this case, a water injection pipe and a pillow material are wound around a well pipe. It may be composed of one pipe material.
  • the injection liquid is not limited to the one that injects fine bubble water, mixed water of air and water, liquid containing ground improvement materials such as ground solidifying material, etc. for the purpose of preventing liquefaction, but also ground subsidence due to pumping work. For the purpose of preventing the depletion of well water, it may simply recirculate groundwater.

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
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  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
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  • General Engineering & Computer Science (AREA)
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  • Soil Sciences (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Foundations (AREA)

Abstract

The present invention reduces the time and effort needed for installing a water injection pipe when installing a pumping well equipped with the water injection pipe. A pumping well 100 equipped with a water injection pipe according to the present invention is provided with: a well pipe 1 vertically installed underground and having an underground water inflow hole 1a in a peripheral wall 11; a strainer 2 having a water passing part 21 that is annularly attached to the well pipe 1 and passes underground water; and a pillow member 4 that comprises at least one rod member or a pipe member, which is sandwiched between the outer peripheral surface 11 of the well pipe 1 and the strainer 2 and supports the strainer 2. The pillow member 4 is provided with water injection ports 3a, at least one of which serves as a water injection pipe 3 and injects a liquid.

Description

注水管付揚水井Pumping well with water injection pipe
 この発明は、地盤改良等を目的として地下水を揚水する揚水井に関し、特に、地中へ液体を注入する注水管が付設された揚水井に関する。 The present invention relates to a pumping well for pumping groundwater for the purpose of improving the ground, and particularly to a pumping well provided with a water injection pipe for injecting a liquid into the ground.
 近年、液状化が懸念される地盤に、水とともに空気を注入し、土粒子間に含まれる間隙水に空気を含ませて、地盤を不飽和化することにより液状化を防止する液状化防止工法が各種提案されている。
 地盤の液状化現象は、地盤の変形に伴う間隙水の圧力上昇により土粒子構造が破壊されて発生するところ、このマイクロバブル水を注入する工法は、間隙水に気泡を含ませ、気泡をクッションとして間隙水の圧力上昇を抑制しようとするものである。
In recent years, a liquefaction prevention method that prevents liquefaction by injecting air together with water into the ground where liquefaction is a concern and impregnating the pore water contained between soil particles with air to desaturate the ground. Have been proposed in various ways.
The liquefaction phenomenon of the ground occurs when the soil particle structure is destroyed by the pressure rise of the pore water due to the deformation of the ground, but this method of injecting microbubble water causes the pore water to contain bubbles and cushion the bubbles. This is an attempt to suppress the pressure rise in the pore water.
 かかる液状化防止工法では、揚水井で地下水を汲み揚げたのち、あるいは汲み揚げながら空気と水の注入を行うため、揚水井と注水管の両方を地中に立設する必要があり、単に揚水井を設置するよりも手間がかかるという問題があった。 In such a liquefaction prevention method, since groundwater is pumped up by a pumping well or air and water are injected while pumping up, both the pumping well and the water injection pipe need to be erected underground, and simply pumping water. There was a problem that it took more time than installing a well.
 そこで、本出願人らは、未公開ではあるが、先に行った特許出願(特許文献1)において、地中にファインバブル水を注入するにあたり、揚水井における井戸管を囲繞する砂や硅砂等からなるフィルタ材中に注水管を立設する技術や、揚水井の井戸管自体を注水管とする技術を提案している。 Therefore, although unpublished, the present applicants, in the earlier patent application (Patent Document 1), when injecting fine bubble water into the ground, sand, silica sand, etc. surrounding the well pipe in the pumping well, etc. We are proposing a technology to erect a water injection pipe in a filter material made of water and a technology to use the well pipe itself of a pumping well as a water injection pipe.
特願2018-225077号Japanese Patent Application No. 2018-225077
 しかし、フィルタ材中に注水管を立設する場合、単に揚水井のみを設置する場合に比べると、なお注水管を設置する手間がかかるという課題があり、また、井戸管自体を注水管にする場合は、ファインバブル水の噴射に用いる地下水流入孔が、井戸管の下端近傍にのみ設けられているため、これより浅い位置の地盤にはファインバブル水を注入できないという課題があった。
 本発明は、上記課題に鑑みてなされたものであり、揚水井を設置する以上の手間を抑制し、かつ、地盤の浅い所へも地盤改良のための液体(以下、「注入液」ともいう。)を注入可能な揚水井を提供することを目的とする。
However, when the water injection pipe is installed in the filter material, there is a problem that it takes more time to install the water injection pipe than when only the pumping well is installed, and the well pipe itself is used as the water injection pipe. In this case, since the groundwater inflow hole used for injecting fine bubble water is provided only near the lower end of the well pipe, there is a problem that fine bubble water cannot be injected into the ground at a position shallower than this.
The present invention has been made in view of the above problems, and is a liquid for improving the ground (hereinafter, also referred to as "injection liquid") while suppressing the labor required for installing a pumping well and even in a shallow ground. The purpose is to provide a pumping well capable of injecting.).
 上記課題を解決するためになされた発明は、地中へ液体を注入する注水管を備えた注水管付揚水井であって、地中に垂設されるとともに周壁に地下水流入孔を有する井戸管と、前記井戸管に環装されるとともに地下水を通す通水部を有するストレーナと、前記井戸管の外周面と前記ストレーナに挟設されて前記ストレーナを支持する少なくとも1本の棒材、又は管材からなる枕材とを備え、前記枕材は、少なくとも1本が注水管を兼ねて液体を噴射する注水口を備えることを特徴とする。 The invention made to solve the above problems is a well with a water injection pipe provided with a water injection pipe for injecting a liquid into the ground, and is a well pipe that is vertically installed in the ground and has a groundwater inflow hole in the peripheral wall. And a strainer having a water passage portion that is ringed around the well pipe and allows groundwater to pass through, and at least one rod or pipe material that is sandwiched between the outer peripheral surface of the well pipe and the strainer to support the strainer. The pillow material is provided with a water injection port made of, and at least one of the pillow materials also serves as a water injection pipe and is provided with a water injection port for injecting a liquid.
 従来、揚水井のストレーナは、井戸管外周に固設された管材や棒材を枕材として、井戸管外周に環装されている。この枕材を注水管とすることで、揚水井のみを設置する以上の手間をかけることなく、揚水井とともに注水管を地中に埋設できる。 Conventionally, the strainer of a pumping well is ringed around the well pipe using a pipe material or a bar material fixed on the outer circumference of the well pipe as a pillow material. By using this pillow material as a water injection pipe, it is possible to bury the water injection pipe together with the pumping well in the ground without taking more time than installing only the pumping well.
 前記注水口は、前記井戸管と前記ストレーナの間の空間に注入液を噴射することが好ましい。こうすることで、当該空間を分配室として、ストレーナの間隙から周辺の地中に注入液を噴射できるので、広い範囲に注入液を噴射することができる。 It is preferable that the water injection port injects the injection liquid into the space between the well pipe and the strainer. By doing so, the injection liquid can be injected into the surrounding ground through the gap of the strainer using the space as the distribution chamber, so that the injection liquid can be injected over a wide range.
 本発明の注水管付揚水井は、前記注水口から注入液が噴射される方向において、前記井戸管の外周面に突設される変向体を有することが好ましい。こうすることで、井戸管とストレーナの間の空間内で生じる乱流を抑制して、効率よく揚水井の周囲の地盤へ注入液を噴射できる。 The pumping well with a water injection pipe of the present invention preferably has a transforming body projecting from the outer peripheral surface of the well pipe in the direction in which the injection liquid is injected from the water injection port. By doing so, the turbulence generated in the space between the well pipe and the strainer can be suppressed, and the injection liquid can be efficiently injected into the ground around the pumping well.
 本発明の注水管付揚水井は、前記枕材を複数本備え、前記複数の枕材のうち2以上の枕材が注水管を兼ねており、当該2以上の注水管を上端で連結する分配室を有するが好ましい。こうすることで、各注水管に対し、均等に注入液を流送できる。 The pumping well with a water injection pipe of the present invention is provided with a plurality of the pillow materials, and two or more pillow materials out of the plurality of pillow materials also serve as water injection pipes, and the two or more water injection pipes are connected at the upper end. It is preferable to have a chamber. By doing so, the injection liquid can be evenly flowed to each water injection pipe.
 前記分配室は、地中に設けられることが好ましい。こうすることで、地上から注水管の上端まで注入液を流送する流送管を1本にまとめることできるため、設置コストを低減できる。 The distribution room is preferably provided underground. By doing so, it is possible to combine the flow pipes for flowing the injection liquid from the ground to the upper end of the water injection pipe into one, so that the installation cost can be reduced.
 前記分配室は、地表に設けられることが好ましい。こうすることで、分配室のメンテナンスを容易に行うことができる。 The distribution room is preferably provided on the ground surface. By doing so, maintenance of the distribution room can be easily performed.
 以上、説明したように、本発明の注水管付揚水井によれば、従来の注水管を備えない揚水井と変わらない手間で設置することができ、また地盤の浅い所へも注入液を噴出することができる。 As described above, according to the pumping well with a water injection pipe of the present invention, it can be installed with the same labor as a conventional pumping well without a water injection pipe, and the injection liquid is ejected even in a shallow ground. can do.
本発明の第1実施形態に係る注水管付揚水井の側面視断面図である。It is a side view sectional view of the pumping well with a water injection pipe which concerns on 1st Embodiment of this invention. 図1の分配器周辺を側面視で示した部分透視拡大図である。It is a partial perspective enlarged view which showed the periphery of the distributor of FIG. 1 in a side view. 図2におけるX-X線断面図である。FIG. 2 is a cross-sectional view taken along line XX in FIG. 図2におけるY-Y線断面図である。FIG. 2 is a cross-sectional view taken along the line YY in FIG. (a)は、図2に示した円筒状の分配室を平面状に展開して、分配室内を注入液が流れる様子を示す説明図である。(b)は、(a)におけるZ-Z線断面図、(c)は、(a)におけるW-W線断面図である。FIG. 2A is an explanatory view showing how the injection liquid flows through the distribution chamber by expanding the cylindrical distribution chamber shown in FIG. 2 in a plane. (B) is a sectional view taken along line ZZ in (a), and (c) is a sectional view taken along line WW in (a). 図1の注水管から注入液が噴射する様子を平面視で示した説明図である。It is explanatory drawing which showed the state which the injection liquid is ejected from the water injection pipe of FIG. 1 in a plan view. 図1の注水管を側面視で示した拡大断面図である。FIG. 5 is an enlarged cross-sectional view showing the water injection pipe of FIG. 1 in a side view. 本発明の第2実施形態に係る注水管付揚水井の側面視断面図である。It is a side view sectional view of the pumping well with a water injection pipe which concerns on 2nd Embodiment of this invention. (a)図8の分配室周辺を示した要部拡大図である。(b)(a)におけるV-V線断面図である。(A) is an enlarged view of a main part showing the periphery of the distribution chamber of FIG. (B) is a sectional view taken along line VV in (a). 本発明のその他の実施形態に係る注水管付揚水井である。A pumping well with a water injection pipe according to another embodiment of the present invention.
 以下、適宜図面を用いながら本発明の実施形態について詳述する。ただし、本発明は以下の実施形態に限られるものではない。また、各実施形態の構成は、他の実施形態における構成と適宜に組み合わせることができる。
(第1実施形態)
 図1は、本発明の第1実施形態に係る注水管付揚水井100を示している。注水管付揚水井100は、ウルトラディープ工法(登録商標)に用いられる揚水井であり、液状化防止等の地盤改良を目的として、地下水の汲み揚げと、地盤へのファインバブル水等の注入液Wを注入するために用いられる。
Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings as appropriate. However, the present invention is not limited to the following embodiments. In addition, the configuration of each embodiment can be appropriately combined with the configuration of other embodiments.
(First Embodiment)
FIG. 1 shows a pumping well 100 with a water injection pipe according to the first embodiment of the present invention. The pumping well 100 with a water injection pipe is a pumping well used in the ultra-deep construction method (registered trademark), and for the purpose of ground improvement such as prevention of liquefaction, pumping groundwater and injecting fine bubble water or the like into the ground. Used to inject W.
 注水管付揚水井100は、図1に示すように、地中に垂設される井戸管1と、井戸管1に環装されるストレーナ2と、地中へ注入液Wを注入する1本、又は複数本の注水管3,3,…とを主に備える他、井戸管1内へ流入した地下水を汲み揚げる揚水ポンプ5と、注入液Wを注水管3,3,…へ分配する分配器6と、汲み揚げた水を地上へ流送する揚水管51と、注入液Wを井戸管1、及び分配器6へ流送する送液管7と、井戸管1に過剰に充填された注入液Wを還流するリターン管8とを備えている。
 井戸管1は、地中に垂設される竪穴内に挿入したのち、周囲を砂や珪砂等からなるフィルタ材17(図2参照)で埋めるようにして立設される。
As shown in FIG. 1, the pumping well 100 with a water injection pipe includes a well pipe 1 suspended in the ground, a strainer 2 surrounded by the well pipe 1, and one for injecting an injection liquid W into the ground. , Or a plurality of water injection pipes 3, 3, ..., a pump 5 for pumping the ground water flowing into the well pipe 1, and a distribution for distributing the injection liquid W to the water injection pipes 3, 3, ... The vessel 6, the pumping pipe 51 for flowing the pumped water to the ground, the well pipe 7 for flowing the injection liquid W to the well pipe 1, and the well pipe 7 and the well pipe 1 were overfilled. It is provided with a return tube 8 that recirculates the injection liquid W.
The well pipe 1 is inserted into a vertical hole vertically laid in the ground, and then erected so as to fill the periphery with a filter material 17 (see FIG. 2) made of sand, silica sand, or the like.
 井戸管1は、有底の円筒鋼管からなり、上端縁にフランジ16が設けられ、蓋材9により閉塞される。井戸管1は、底壁12から上方へやや離間した位置の周壁に、円形貫通孔からなる多数の地下水流入孔1a,1a,…が、周方向、及び長手方向に分散配置されている。地下水流入孔1aから底壁12までの空間14は、砂溜まりを構成する。図示の例では、地下水流入孔1aは円形孔であるが、これに限らずスリット等であってもよい。井戸管1には、蓋材9を介して送液管7から分岐した送液枝管72、リターン管8が連結されている。 The well pipe 1 is made of a bottomed cylindrical steel pipe, has a flange 16 at the upper end edge, and is closed by a lid material 9. In the well pipe 1, a large number of groundwater inflow holes 1a, 1a, ... Consisting of circular through holes are dispersedly arranged in the circumferential direction and the longitudinal direction on the peripheral wall located slightly upward from the bottom wall 12. The space 14 from the groundwater inflow hole 1a to the bottom wall 12 constitutes a sand pool. In the illustrated example, the groundwater inflow hole 1a is a circular hole, but the hole is not limited to this and may be a slit or the like. A liquid feeding branch pipe 72 and a return pipe 8 branched from the liquid feeding pipe 7 are connected to the well pipe 1 via a lid material 9.
 ストレーナ2は、図6に示すように、注水管3(枕材4)を介して井戸管1に線材を巻回した円筒コイル状をなしている。ストレーナ2は、隣接する線材間に若干の隙間を有しており、この隙間が特許請求の範囲でいうところの通水部21に該当する。
 ストレーナ2は、井戸管1の地下水流入孔1aが設けられた部分全体を概ね被覆するとともに、通水部21の最上端が、地下水流入孔1aから十分に間隔を開けて上方に位置するよう設けられている。ストレーナ2と井戸管1の間の空間13は、その上方、及び下方が、それぞれ円環状のフランジ材61,22により閉塞されている。
 尚、ストレーナ2は、例えば、亜鉛メッキを施した断面が三角形の鋼線からなるウエッジワイヤが用いられるが、材質、形状ともに、これに限られるものではない。
As shown in FIG. 6, the strainer 2 has a cylindrical coil shape in which a wire rod is wound around a well pipe 1 via a water injection pipe 3 (pillow material 4). The strainer 2 has a slight gap between adjacent wires, and this gap corresponds to the water passage portion 21 as defined in the claims.
The strainer 2 is provided so as to substantially cover the entire portion of the well pipe 1 provided with the groundwater inflow hole 1a, and the uppermost end of the water passage portion 21 is located above the groundwater inflow hole 1a at a sufficient distance from the groundwater inflow hole 1a. Has been done. The space 13 between the strainer 2 and the well pipe 1 is closed above and below by annular flange members 61 and 22, respectively.
As the strainer 2, for example, a wedge wire having a zinc-plated steel wire having a triangular cross section is used, but the material and shape are not limited to this.
 1本、又は複数本(図4の例では8本)の注水管3,3,…は、図1に示すように直管からなり、井戸管1の軸方向に平行に、かつ井戸管1の周方向に等間隔をおいて井戸管1の外周面11上に並列するよう井戸管1とストレーナ2に挟持されている。
 注水管3,3,…は、ストレーナ2を井戸管1の外周面11の間に空間13を形成すべく支持する枕材4を兼ねており、図示の例では、すべての枕材4が注水管3であるが、注水管3を兼ねない枕材4を設けてもよい。
One or more water injection pipes 3, 3, ... (8 in the example of FIG. 4) are straight pipes as shown in FIG. 1, parallel to the axial direction of the well pipe 1, and the well pipe 1. It is sandwiched between the well pipe 1 and the strainer 2 so as to be parallel to the outer peripheral surface 11 of the well pipe 1 at equal intervals in the circumferential direction of the well pipe 1.
The water injection pipes 3, 3, ... Also serve as a pillow material 4 that supports the strainer 2 so as to form a space 13 between the outer peripheral surfaces 11 of the well pipe 1. In the illustrated example, all the pillow materials 4 are injected. Although it is a water pipe 3, a pillow material 4 that also serves as a water injection pipe 3 may be provided.
 注水管3の周壁31には、図6、及び図7に示すように、注水管3の長手方向に沿った等間隔ごとの位置で、井戸管1の略周方向に注入液を噴射すべく対向する一対のスリット状の注水口3a,3aが穿設されている。井戸管1の外周面11には、注水口3aから噴射された注入液Wを井戸管1の平面視における外方へ変向させるリブ状の変向体15が井戸管1の長手方向に延びるよう設けられている。 As shown in FIGS. 6 and 7, the injection liquid is to be sprayed onto the peripheral wall 31 of the water injection pipe 3 at equal intervals along the longitudinal direction of the water injection pipe 3 in the substantially circumferential direction of the well pipe 1. A pair of slit-shaped water injection ports 3a and 3a facing each other are bored. On the outer peripheral surface 11 of the well pipe 1, a rib-shaped transforming body 15 that converts the injection liquid W injected from the water injection port 3a outward in the plan view of the well pipe 1 extends in the longitudinal direction of the well pipe 1. Is provided.
 揚水ポンプ5は、図1に示すように、井戸管1の内部を垂下する揚水管51の下端に吊設され、地下水流入孔1a,1a,…を介して井戸管1内に流入した地下水を汲み揚げて、揚水管51、ゲートバルブ52、チャッキバルブ53を介して、不図示のノッチタンクに貯留するよう構成されている。 As shown in FIG. 1, the pumping pump 5 is suspended at the lower end of the pumping pipe 51 that hangs down inside the well pipe 1, and draws groundwater that has flowed into the well pipe 1 through the groundwater inflow holes 1a, 1a, ... It is configured to be pumped and stored in a notch tank (not shown) via a pumping pipe 51, a gate valve 52, and a check valve 53.
 分配器6は、フランジ材61に、扁平円筒状の蓋部材62を被せてボルトナットで連結し、内部に円環上の空間からなる分配室63を形成している。分配器6には、送液管7から分岐した送液枝管71が、蓋部材62の天壁を貫通するようにして連結されている。第1実施形態では、分配器6は、ストレーナ2の上端に隣接して設けられ、地中に埋設される。このように分配器6を地中に埋設することで、注水管3、及び井戸管1を短くすることができる。
 ただし、分配器6の形状は、これに限られるものではなく、適宜の形状を採用できる。第2実施形態の分配器206についても同様である。
In the distributor 6, a flange member 61 is covered with a flat cylindrical lid member 62 and connected with bolts and nuts to form a distribution chamber 63 having a space on an annulus inside. A liquid feeding branch pipe 71 branched from the liquid feeding pipe 7 is connected to the distributor 6 so as to penetrate the top wall of the lid member 62. In the first embodiment, the distributor 6 is provided adjacent to the upper end of the strainer 2 and is buried in the ground. By burying the distributor 6 in the ground in this way, the water injection pipe 3 and the well pipe 1 can be shortened.
However, the shape of the distributor 6 is not limited to this, and an appropriate shape can be adopted. The same applies to the distributor 206 of the second embodiment.
 送液枝管71から分配器6へ注入液を流送する出口71aは、注入液Wを分配器6の周方向の下流側(図5(a)の側)へ噴出すべく斜めに切断されている。蓋部材62の内周面62aには、この出口71aから分配室63内に流入した注入液Wを満遍なく各注水管3へ分配するための3種の変向板64,65,66が設けられている。 The outlet 71a for flowing the injection liquid from the liquid delivery branch pipe 71 to the distributor 6 is cut diagonally so as to eject the injection liquid W to the downstream side (the side of FIG. 5A) in the circumferential direction of the distributor 6. ing. The inner peripheral surface 62a of the lid member 62 is provided with three types of conversion plates 64, 65, 66 for evenly distributing the injection liquid W flowing into the distribution chamber 63 from the outlet 71a to each water injection pipe 3. ing.
 変向板64、及び変向板65は、共に帯状の板材からなる。
 変向板64は、図5(a)に示すように、井戸管1の軸心方向に対し略60度傾斜させた状態で、蓋部材62の内周面62aの下半部分において、相隣る注水管3,3の間の位置で内周面62aに貼設されている。
 変向板65は、内周面62aの上端部における出口71aの下流側近傍で、内周面62aの周方向に延びるよう貼設されている。
The conversion plate 64 and the conversion plate 65 are both made of a strip-shaped plate material.
As shown in FIG. 5A, the turning plate 64 is adjacent to each other on the lower half portion of the inner peripheral surface 62a of the lid member 62 in a state of being inclined by approximately 60 degrees with respect to the axial direction of the well pipe 1. It is attached to the inner peripheral surface 62a at a position between the water injection pipes 3 and 3.
The turning plate 65 is attached so as to extend in the circumferential direction of the inner peripheral surface 62a in the vicinity of the downstream side of the outlet 71a at the upper end of the inner peripheral surface 62a.
 変向板66は、二等辺三角形の板材からなり、出口71aの周方向の上流側(図6(a)における右側)における出口71a近傍で、頂点を当該上流側に向け蓋部材62の天壁内面62bに貼設されている。 The turning plate 66 is made of an isosceles triangular plate material, and is located in the vicinity of the outlet 71a on the upstream side (right side in FIG. 6A) in the circumferential direction of the outlet 71a, and the apex is directed toward the upstream side. It is attached to the inner surface 62b.
(第2実施形態)
 図8、及び図9は、本発明の第2実施形態に係る注水管付揚水井200を示している。
注水管付揚水井200は、地上に設けられる分配器206を備えている。これに伴い注水管203,203,…は、上端が地上にまで延出している。また、井戸管1とストレーナ2の間の空間13の上端は、フランジ材61とは、別途のフランジ材23により閉塞されている。フランジ材23は、注水管203を挿通する挿通向23aを備えている。井戸管1は、ストレーナ2を囲繞する部分217が、砂や珪砂からなるフィルタ材で埋められ、ストレーナ2で覆われずに注水管203がむき出しとなるフランジ材23と地表の間の部分は、コンクリート218を打設することで、注水管203を防護している。
 尚、注水管203は、ストレーナ2を支持する枕材204を兼ねている。
 このように、分配器206を地上に設けることで、分配器206のメンテナンスを容易に行うことができる。
(Second Embodiment)
8 and 9 show a pumping well 200 with a water injection pipe according to a second embodiment of the present invention.
The pumping well 200 with a water injection pipe includes a distributor 206 provided on the ground. Along with this, the upper ends of the water injection pipes 203, 203, ... Extend to the ground. Further, the upper end of the space 13 between the well pipe 1 and the strainer 2 is closed by a flange material 23 separate from the flange material 61. The flange member 23 includes an insertion direction 23a through which the water injection pipe 203 is inserted. In the well pipe 1, the portion 217 surrounding the strainer 2 is filled with a filter material made of sand or silica sand, and the portion between the flange material 23 and the ground surface where the water injection pipe 203 is exposed without being covered by the strainer 2 is formed. The water injection pipe 203 is protected by placing concrete 218.
The water injection pipe 203 also serves as a pillow material 204 that supports the strainer 2.
By providing the distributor 206 on the ground in this way, maintenance of the distributor 206 can be easily performed.
 注水管付揚水井100,200を用いて、揚水を行う際には、まず、不図示の真空ポンプを起動して、井戸管1内部を減圧する。すると、周辺地盤の地下水が、地下水の自重と井戸管内部の負圧によりストレーナ2、及び地下水流入孔1aを介して井戸管1の内部へ流入する。井戸管1内に十分に地下水が溜まったら、揚水ポンプ5を起動して、地下水を汲み上げる。 When pumping water using pumping wells 100 and 200 with a water injection pipe, first, a vacuum pump (not shown) is started to reduce the pressure inside the well pipe 1. Then, the groundwater in the surrounding ground flows into the well pipe 1 through the strainer 2 and the groundwater inflow hole 1a due to the weight of the groundwater and the negative pressure inside the well pipe. When sufficient groundwater has accumulated in the well pipe 1, the pump 5 is started to pump up the groundwater.
 次に、周辺地盤へ、ファインバブル水等の注入液Wを注入する際は、不図示の加圧ポンプにより、送液管7へ注入液Wを流送する。送液管7に流送された注入液Wのうち、一部は、送液枝管71を介して分配器6,206へ流送され、残部は送液枝管72を介して、井戸管1の内部へ流送される。 Next, when injecting the injection liquid W such as fine bubble water into the surrounding ground, the injection liquid W is sent to the liquid supply pipe 7 by a pressure pump (not shown). Of the injection liquid W fed to the liquid feed pipe 7, a part of the injection liquid W is flowed to the distributors 6 and 206 via the liquid feed branch pipe 71, and the rest is a well pipe via the liquid feed branch pipe 72. It is sent to the inside of 1.
 分配器6,206へ流送された注入液Wは、送液枝管71の出口71aから分配室63に流入し、変向板64,65,66により案内されながら、各注水管3,203に満遍なく流送される。ここで、変向板65は、注入液Wを円環状の分配室63内で回流するよう案内し、変向板64は、分配室63内を回流する注入液Wを注水管3,203へ流入するよう案内する。また、変向板66は、回流する注入液Wが、送液枝管71に衝突して発生する乱流を回避する。 The injection liquid W sent to the distributors 6, 206 flows into the distribution chamber 63 from the outlet 71a of the liquid delivery branch pipe 71, and is guided by the turning plates 64, 65, 66, and each water injection pipe 3,203. It is evenly sent to. Here, the diversion plate 65 guides the injection liquid W to circulate in the annular distribution chamber 63, and the diversion plate 64 guides the injection liquid W to circulate in the distribution chamber 63 to the water injection pipes 3,203. Guidance to flow in. Further, the conversion plate 66 avoids the turbulent flow generated when the circulating injection liquid W collides with the liquid supply branch pipe 71.
 注水管3,203に流送された注入液Wは、注水口3aから井戸管1とストレーナ2の間の空間13に噴射され、変向体15により外向きに変向されて、周囲の地盤へ注入される。図6に示すように、変向体15は、相隣る注水管3,3の中間に設けられているので、相隣る注水管3,3の注水口3a,3aから噴射された注入液Wが互いに干渉することを抑制できる。 The injection liquid W sent to the water injection pipes 3 and 203 is injected from the water injection port 3a into the space 13 between the well pipe 1 and the strainer 2, and is converted outward by the transforming body 15 to the surrounding ground. Is injected into. As shown in FIG. 6, since the transforming body 15 is provided between the adjacent water injection pipes 3 and 3, the injection liquid injected from the water injection ports 3a and 3a of the adjacent water injection pipes 3 and 3 is provided. It is possible to prevent W from interfering with each other.
 一方、井戸管1内部へ流送された注入液Wは、地下水流入孔1a,1a,…、及びストレーナ2の通水部21から周囲の地盤へ注入される。井戸管1の内部へ流送された注入液Wのうち、余剰の注入液Wは、リターン管8を介して、還流される。 On the other hand, the injection liquid W sent into the well pipe 1 is injected into the surrounding ground from the groundwater inflow holes 1a, 1a, ... And the water passage portion 21 of the strainer 2. Of the injection liquid W sent into the well pipe 1, the surplus injection liquid W is refluxed via the return pipe 8.
 注水管付揚水井100,200は、ストレーナ2を支持する枕材4,204が、注水管3,203を兼ねるため、注水管を設けるための新たな工数を要することなく設置することができる。 The pumping wells 100 and 200 with water injection pipes can be installed without requiring new man-hours for providing the water injection pipes because the pillow materials 4, 204 supporting the strainer 2 also serve as the water injection pipes 3,203.
 また、注水管付揚水井100,200は、複数の注水管3,203へ注入液Wを分配する分配器6,206を設けたので、各注水管3,203へ、均等に注入液Wを注入することができる。 Further, since the pumping wells 100 and 200 with water injection pipes are provided with distributors 6 and 206 for distributing the injection liquid W to the plurality of water injection pipes 3,203, the injection liquid W is evenly distributed to the water injection pipes 3,203. Can be infused.
 本発明は、上述した実施形態に限らず、ストレーナを備える揚水井であればよく、井戸管内を減圧する真空ポンプは備えなくともよい。また、本発明は、井戸管の地下水流入孔から地盤中へ注入液Wを注入するように構成されていなくともよい。 The present invention is not limited to the above-described embodiment, and any pumping well provided with a strainer may be used, and a vacuum pump for depressurizing the inside of the well pipe may not be provided. Further, the present invention does not have to be configured to inject the injection liquid W into the ground through the groundwater inflow hole of the well pipe.
 あるいは、図10に示した注水管付揚水井300のように、注水管は1本だけでも足り、注水管への送水は、分配器を介さず送水管307から直接、注水管303(枕材304)へ行うようにしてもよい。ストレーナは、線材を巻いたコイル状のものに限らず、パンチングボードのような板材に設けた貫通孔を通水部とするものでもよく、この場合、注水管兼枕材を井戸管に巻回した1本の管材により構成してもよい。 Alternatively, as in the pumping well 300 with a water injection pipe shown in FIG. 10, only one water injection pipe is sufficient, and water is supplied to the water injection pipe directly from the water injection pipe 303 (pillow material) without going through a distributor. You may go to 304). The strainer is not limited to a coil-shaped strainer wound with a wire rod, but may be a through hole provided in a plate material such as a punching board as a water passage portion. In this case, a water injection pipe and a pillow material are wound around a well pipe. It may be composed of one pipe material.
 注入液は、液状化防止を目的として、ファインバブル水や空気と水の混合水、地盤固化材等の地盤改良材を含んだ液体等を注入するものに限らず、揚水工事に伴う地盤沈下や井戸水の枯渇防止を目的として、単なる地下水を還流するものであってもよい。 The injection liquid is not limited to the one that injects fine bubble water, mixed water of air and water, liquid containing ground improvement materials such as ground solidifying material, etc. for the purpose of preventing liquefaction, but also ground subsidence due to pumping work. For the purpose of preventing the depletion of well water, it may simply recirculate groundwater.
100,200,300 注水管付揚水井
1 井戸管
11 外周面
15 変向体
2 ストレーナ
21 通水部
3,203,303 注水管
3a 注水口
31 注水管の周壁
4,204,304 枕材
6,206 分配室
100,200,300 Pumping well with water injection pipe 1 Well pipe 11 Outer surface 15 Transforming body 2 Strainer 21 Water flow part 3,203,303 Water injection pipe 3a Water injection port 31 Peripheral wall of water injection pipe 4,204,304 Pillow material 6, 206 distribution room

Claims (6)

  1.  地中へ液体を注入する注水管を備えた注水管付揚水井であって、
     地中に垂設されるとともに周壁に地下水流入孔を有する井戸管と、
     前記井戸管に環装されるとともに地下水を通す通水部を有するストレーナと、
     前記井戸管の外周面と前記ストレーナに挟設されて前記ストレーナを支持する少なくとも1本の棒材、又は管材からなる枕材と
    を備え、
     前記枕材は、少なくとも1本が注水管を兼ねて液体を噴射する注水口を備えることを特徴とする注水管付揚水井。
    A pumping well with a water injection pipe equipped with a water injection pipe that injects liquid into the ground.
    A well pipe that is laid underground and has a groundwater inflow hole in the peripheral wall,
    A strainer that is ringed around the well pipe and has a water passage for groundwater.
    A pillow material made of at least one bar or a pipe material sandwiched between the outer peripheral surface of the well pipe and the strainer to support the strainer is provided.
    The pillow material is a pumping well with a water injection pipe, characterized in that at least one of the pillow materials also serves as a water injection pipe and has a water injection port for injecting a liquid.
  2.  前記注水口は、前記井戸管と前記ストレーナの間の空間に液体を噴射する請求項1に記載の注水管付揚水井。 The pumping well with a water injection pipe according to claim 1, wherein the water injection port injects a liquid into the space between the well pipe and the strainer.
  3.  前記注水口から液体が噴射される方向において、前記井戸管の外周面に突設される変向体を有する請求項2に記載の注水管付揚水井。 The pumping well with a water injection pipe according to claim 2, which has a transforming body projecting from the outer peripheral surface of the well pipe in the direction in which the liquid is injected from the water injection port.
  4.  前記枕材を複数本備え、前記複数の枕材のうち2以上の枕材が注水管を兼ねており、
     当該2以上の注水管を上端で連結する分配室を有する請求項1から請求項3のいずれか1項に記載の注水管付揚水井。
    A plurality of the pillow materials are provided, and two or more pillow materials out of the plurality of pillow materials also serve as water injection pipes.
    The pumping well with a water injection pipe according to any one of claims 1 to 3, which has a distribution chamber for connecting the two or more water injection pipes at the upper end.
  5.  前記分配室が地中に設けられる請求項4に記載の注水管付揚水井。 The pumping well with a water injection pipe according to claim 4, wherein the distribution room is provided underground.
  6.  前記分配室が地表に設けられる請求項4に記載の注水管付揚水井。 The pumping well with a water injection pipe according to claim 4, wherein the distribution room is provided on the surface of the earth.
PCT/JP2020/008574 2019-08-29 2020-03-02 Pumping well equipped with water injection pipe WO2021038925A1 (en)

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JP2019156347A JP6667822B1 (en) 2019-08-29 2019-08-29 Pumping well with irrigation pipe
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WO2024106300A1 (en) * 2022-11-17 2024-05-23 有限会社彩孔技研 Auger bit and connection method

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US4260334A (en) * 1976-02-11 1981-04-07 Kelley Contract Dewatering Company Ground dewatering system
JPH06146257A (en) * 1992-11-14 1994-05-27 Sanwa Doshitsu Kiso Kk Device for pumping and restoring underground water
JP3974851B2 (en) * 2000-08-02 2007-09-12 西松建設株式会社 Groundwater pumping equipment
JP2004116152A (en) * 2002-09-26 2004-04-15 Ohbayashi Corp Deep well method
JP2005139763A (en) * 2003-11-07 2005-06-02 Ohbayashi Corp Pumping system and anticlogging device used for earth retaining excavation work
JP2012140789A (en) * 2010-12-28 2012-07-26 Takenaka Komuten Co Ltd Microbubble liquid injecting device and method for injecting microbubble liquid into ground
JP2013122128A (en) * 2011-12-09 2013-06-20 Sato Kogyo Co Ltd Soil improvement method
JP6586503B1 (en) * 2018-11-30 2019-10-02 株式会社エーバイシー Fine bubble water replacement method and fine bubble water replacement device

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