JP6484523B2 - Construction method of permeable purifier and groundwater sampling structure - Google Patents

Construction method of permeable purifier and groundwater sampling structure Download PDF

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JP6484523B2
JP6484523B2 JP2015147432A JP2015147432A JP6484523B2 JP 6484523 B2 JP6484523 B2 JP 6484523B2 JP 2015147432 A JP2015147432 A JP 2015147432A JP 2015147432 A JP2015147432 A JP 2015147432A JP 6484523 B2 JP6484523 B2 JP 6484523B2
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JP2017023971A (en
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雅則 下村
雅則 下村
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Taisei Corp
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本発明は、透過性浄化体の構築方法および地下水採取構造に関する。   The present invention relates to a method for constructing a permeable purifier and a groundwater collection structure.

地下水の汚染を原位置で浄化する透過性浄化体が知られている。この種の透過性浄化体の効果を確認するための地下水採取構造としては、有孔管等の管材を浄化体の内部に設置する構造が一般的である(例えば、特許文献1)。   There are known permeable purifiers that purify groundwater contamination in situ. As a groundwater sampling structure for confirming the effect of this type of permeable purification body, a structure in which a pipe material such as a perforated pipe is installed inside the purification body is generally used (for example, Patent Document 1).

特開2007−283230号公報JP 2007-283230 A

管材を透過性浄化体内に設置する場合には、管材を配置した後に浄化材を投入する必要があるので、管材の位置が計画位置から大きくずれる場合がある。管材の位置がずれると、計画した位置から採水できなくなるため、透過性浄化体の効果を正確に把握できない虞がある。   When the pipe material is installed in the permeable purification body, it is necessary to input the purification material after arranging the pipe material, so that the position of the pipe material may be largely deviated from the planned position. If the position of the tube material is shifted, it becomes impossible to collect water from the planned position, and thus there is a possibility that the effect of the permeable purifier cannot be accurately grasped.

このような観点から、本発明は、透過性浄化体内に配置する管材が容易には動かない透過性浄化体の構築方法を提供することを課題とし、さらには、透過性浄化体の効果を正確に把握することが可能な地下水採取構造を提供することを課題とする。   From such a viewpoint, it is an object of the present invention to provide a method for constructing a permeable purification body in which a pipe disposed in the permeable purification body does not easily move. It is an object to provide a groundwater sampling structure that can be grasped.

このような課題を解決するための請求項1に係る発明は、汚染地下水を含む地盤に立坑を形成する掘削工程と、前記汚染地下水を浄化する浄化材を前記立坑に充填するとともに、地下水採取用の管材と前記管材の下端部を保持したサポート部材とを前記立坑内に設置する充填工程と、を備える透過性浄化体の構築方法である。前記サポート部材は、前記立坑の内周壁に沿って配置されるリング状の外枠部と、前記外枠部から前記立坑の中央部に向かう棒状の支持部と、前記外枠部から立ち上がる棒状のガイド部とを有し、前記充填工程は、前記外枠部および前記支持部の設置高さまで前記浄化材を充填する第一ステップと、前記管材の下端部を前記支持部に固定した状態で、前記第一ステップで充填された前記浄化材の上面に前記外枠部および前記支持部を載置する第二ステップと、前記外枠部および前記支持部の上に前記浄化材を充填する第三ステップとを有する。 The invention according to claim 1 for solving such a problem includes an excavation process for forming a shaft in the ground containing contaminated groundwater, and a purification material for purifying the contaminated groundwater is filled in the shaft, and for collecting groundwater And a filling step of installing the support member holding the lower end portion of the tube material in the shaft. The support member includes a ring-shaped outer frame portion disposed along an inner peripheral wall of the shaft, a rod-shaped support portion that extends from the outer frame portion toward the central portion of the shaft, and a rod-shaped support portion that rises from the outer frame portion. A first step of filling the purification material up to an installation height of the outer frame portion and the support portion , and a lower end portion of the tube material fixed to the support portion, A second step of placing the outer frame portion and the support portion on the upper surface of the purification material filled in the first step; and a third step of filling the purification material on the outer frame portion and the support portion . Steps.

かかる透過性浄化体の構築方法は、サポート部材を使用して地下水採取用の管材を位置決めするので、浄化材を充填する際に管材の位置がずれ難くなる。   In such a method for constructing a permeable purifier, since the pipe for collecting groundwater is positioned using the support member, the position of the pipe does not easily shift when the purifier is filled.

請求項2に係る発明は、立坑に充填される透過性浄化体に埋設されるサポート部材と、前記透過性浄化体の内部から前記透過性浄化体の上端部に至る地下水採取用の管材とを備える地下水採取構造である。前記管材の下端部には、前記透過性浄化体内の地下水を前記管材内に取り込むための採水口が形成されており、前記管材の下端部は、前記サポート部材に保持されている。 The invention according to claim 2 includes a support member embedded in a permeable purification body filled in a shaft, and a pipe for collecting groundwater from the inside of the permeable purification body to the upper end portion of the permeable purification body. It is a groundwater sampling structure. A water sampling port for taking in groundwater in the permeable purification body into the tube material is formed at the lower end portion of the tube material, and the lower end portion of the tube material is held by the support member.

かかる地下水採取構造によれば、管材の下端部がサポート部材に保持されているので、管材の下端部に設けた採水口を所定の採水位置に設置することができる。つまり、本発明に係る地下水採取構造によれば、管材の採水口を計画した位置に設置することができ、ひいては、透過性浄化体の効果を正確に把握することが可能となる。   According to such a groundwater sampling structure, since the lower end portion of the pipe material is held by the support member, the water sampling port provided at the lower end portion of the pipe material can be installed at a predetermined water sampling position. That is, according to the groundwater sampling structure according to the present invention, it is possible to install the pipe sampling port at a planned position, and thus it is possible to accurately grasp the effect of the permeable purifier.

請求項に係る発明では、前記サポート部材が、前記立坑の内周壁に沿って配置されるリング状の外枠部と、前記外枠部から前記立坑の中央部に向かう複数の棒状の支持部と、前記外枠部から立ち上がる棒状のガイド部とを有し、前記管材は、前記ガイド部に保持されており、前記管材の下端部は、前記支持部に固定されている、 In the invention which concerns on Claim 2 , the said support member is a ring-shaped outer frame part arrange | positioned along the inner peripheral wall of the said vertical shaft, and the some rod-shaped support part which goes to the center part of the said vertical shaft from the said outer frame part And a rod-shaped guide part rising from the outer frame part , the tube material is held by the guide part, and the lower end part of the tube material is fixed to the support part,

このようにすると、サポート部材の外枠部が立坑の内周壁に沿って位置決めされるので、サポート部材自体が動きにくくなり、ひいては、採水口の設置精度が向上する。
また、立坑の内周壁に沿って管材を配置できるので、立坑内へ浄化材を投入する際に管材が邪魔になり難い。
If it does in this way, since the outer frame part of a support member will be positioned along the inner peripheral wall of a shaft, it will become difficult to move support member itself, and the installation precision of a water sampling port will improve by extension.
Moreover, since a pipe material can be arrange | positioned along the inner peripheral wall of a shaft, a pipe material does not become obstructive when throwing a purification material into a shaft.

請求項に係る発明では、前記複数の支持部のうち、前記採水口の上流側に配置される前記支持部は、地下水の流れを基準としたときに、地下水の流れ方向に交差する方向に沿って配置されている。 In the invention which concerns on Claim 3, when the said support part arrange | positioned in the upstream of the said water sampling inlet is based on the flow of groundwater among the said several support parts, it is in the direction which cross | intersects the flow direction of groundwater. Are arranged along.

このようにすると、採水口の上流側に位置する支持部に沿って水みちが形成されたとしても、当該水みちを通った水が採水口に直に流入することはないので、管材を通じて採取される水の中に未浄化の水が混入し難くなる。   In this way, even if a water channel is formed along the support located on the upstream side of the water sampling port, the water that has passed through the water channel does not flow directly into the water sampling port. It becomes difficult for unpurified water to mix in the water that is used.

請求項に係る発明では、前記ガイド部および前記管材が、地下水の流れの下流側において前記立坑の内周壁に沿って配置され、前記管材の下部が、屈曲しており、前記採水口が、前記立坑の中央部に配置される。 In the invention which concerns on Claim 4 , the said guide part and the said pipe material are arrange | positioned along the inner peripheral wall of the said shaft in the downstream of the flow of groundwater, The lower part of the said pipe material is bent, The said water sampling port is, It is arranged at the center of the shaft.

本発明に係る透過性浄化体の構築方法によれば、浄化体内に配置する管材の位置がずれ難くなる。
また、本発明に係る地下水採取構造によれば、透過性浄化体の効果を正確に把握することが可能となる。
According to the construction method of the permeable purifier according to the present invention, the position of the pipe material disposed in the purifier is difficult to shift.
Moreover, according to the groundwater sampling structure according to the present invention, it is possible to accurately grasp the effect of the permeable purifier.

透過性浄化体を含む浄化壁を模式的に示す斜視図である。It is a perspective view which shows typically the purification | cleaning wall containing a permeable purification body. 本発明の実施形態に係る地下水採取構造を含む透過性浄化体の一部破断斜視図である。It is a partially broken perspective view of a permeable purifier including a groundwater sampling structure according to an embodiment of the present invention. 本発明の実施形態に係るサポート部材の斜視図である。It is a perspective view of a support member concerning an embodiment of the present invention. (a)〜(e)は、本発明の実施形態に係る透過性浄化体の構築方法を示す一部破断斜視図である。(A)-(e) is a partially broken perspective view which shows the construction method of the permeable purification body which concerns on embodiment of this invention. サポート部材の変形例を示す斜視図である。It is a perspective view which shows the modification of a support member.

まず、図1を参照して、透過性浄化体Pを含む浄化壁Bについて説明する。   First, the purification wall B including the permeable purification body P will be described with reference to FIG.

浄化壁Bは、汚染源Sを通過することによって汚染された汚染地下水Wを浄化するものであり、汚染源Sの下流側に形成されている。汚染地下水Wは、浄化壁Bを通過することにより浄化されて浄化地下水W’になる。   The purification wall B purifies the contaminated groundwater W contaminated by passing through the pollution source S, and is formed on the downstream side of the pollution source S. The contaminated groundwater W is purified by passing through the purification wall B to become purified groundwater W ′.

浄化壁Bは、地中に千鳥状に配置された複数本の透過性浄化体P,P,…によって形成されている。
なお、透過性浄化体P,P,…は、列状に配置されていてもよいし、格子状に配置されていてもよい。
The purification wall B is formed by a plurality of permeable purification bodies P, P,... Arranged in a staggered manner in the ground.
Note that the permeable purifiers P, P,... May be arranged in a row or in a lattice.

図2に示すように、透過性浄化体Pは、立坑9に浄化材1を充填することによって形成されている。   As shown in FIG. 2, the permeable purification body P is formed by filling the shaft 9 with the purification material 1.

浄化材1は、砕石と反応材の混合体である。混合の割合は適宜変えられるものであり、反応材のみでもよい。反応材の種類に制限はなく、例えば鉄粉、活性炭、キレート樹脂、微生物などを反応材として使用することができる。反応材の種類は、汚染物質に応じて適宜選定すればよい。   The purification material 1 is a mixture of crushed stone and reaction material. The mixing ratio can be changed as appropriate, and only the reaction material may be used. There is no restriction | limiting in the kind of reaction material, For example, iron powder, activated carbon, chelate resin, microorganisms, etc. can be used as a reaction material. What is necessary is just to select the kind of reaction material suitably according to a pollutant.

複数の透過性浄化体P,P,…のうち、少なくとも一つの透過性浄化体Pは、地下水採取構造を内蔵している。
地下水採取構造は、透過性浄化体P内の地下水を採水するために設けられるものであり、透過性浄化体Pに埋設されるサポート部材2と、透過性浄化体Pの内部から透過性浄化体Pの上端部に至る地下水採取用の管材3とを備えている。
Of the plurality of permeable purification bodies P, P,..., At least one permeable purification body P has a built-in groundwater sampling structure.
The groundwater sampling structure is provided to collect groundwater in the permeable purification body P. The support member 2 embedded in the permeable purification body P and the permeable purification from the inside of the permeable purification body P. And a pipe 3 for collecting groundwater reaching the upper end of the body P.

サポート部材2は、立坑9の内周壁に沿って配置される外枠部21と、外枠部21から立坑9の中央部に向かう複数(本実施形態では三つ)の支持部22,22,22と、外枠部21から立ち上がるガイド部23とを備えている。   The support member 2 includes an outer frame portion 21 arranged along the inner peripheral wall of the shaft 9, and a plurality of (three in this embodiment) support portions 22, 22, which are directed from the outer frame portion 21 to the central portion of the shaft 9. 22 and a guide portion 23 rising from the outer frame portion 21.

外枠部21は、立坑9の内径よりも小径のリング状部材からなる。なお、本実施形態では、外枠部21が円形のリング(枠)である場合を例示するが、外枠部21の形状等を限定する趣旨ではない。図示は省略するが、外枠部を多角形状としてもよい。   The outer frame portion 21 is made of a ring-shaped member having a smaller diameter than the inner diameter of the shaft 9. In the present embodiment, the case where the outer frame portion 21 is a circular ring (frame) is exemplified, but the shape and the like of the outer frame portion 21 are not limited. Although illustration is omitted, the outer frame portion may be polygonal.

支持部22は、棒状部材からなる。図3にも示すように、支持部22の一端は、外枠部21に接合されており、支持部22の他端は、立坑9の中央部(外枠部21の中心部)において他の支持部22に接合されている。すなわち、各支持部22は、外枠部21の内側において他の支持部22と交差している。複数の支持部22,22,22は、外枠部21の中心から放射状に配置されている。複数の支持部22,22,22のうち、支持部22同士の交差部分の上流側(図2においては交差部分の左側)に配置された支持部22,22は、地下水の流れ方向に交差する方向に沿って配置されている。
なお、支持部22の数や配置は、適宜変更してもよい。
The support part 22 consists of a rod-shaped member. As shown in FIG. 3, one end of the support portion 22 is joined to the outer frame portion 21, and the other end of the support portion 22 is the other portion in the central portion of the shaft 9 (the center portion of the outer frame portion 21). It is joined to the support part 22. That is, each support portion 22 intersects with another support portion 22 inside the outer frame portion 21. The plurality of support portions 22, 22, 22 are arranged radially from the center of the outer frame portion 21. Among the plurality of support portions 22, 22, 22, the support portions 22, 22 arranged on the upstream side of the intersecting portion between the support portions 22 (left side of the intersecting portion in FIG. 2) intersect the groundwater flow direction. Arranged along the direction.
Note that the number and arrangement of the support portions 22 may be changed as appropriate.

ガイド部23は、管材3を立坑9の上端に向かわせるためのガイドであり、棒状部材からなる。本実施形態のガイド部23は、外枠部21と支持部22との接合部に立設されている。ガイド部23の下端部は、外枠部21に接合されている。本実施形態では、ガイド部23の上端を立坑9内に位置させているが、ガイド部23の長さを限定する趣旨ではない。図示は省略するが、ガイド部23の上端を、立坑9の上端に位置させてもよいし、立坑9の上端から突出させてもよい。   The guide part 23 is a guide for making the pipe material 3 face the upper end of the shaft 9, and is made of a rod-shaped member. The guide portion 23 of the present embodiment is erected at the joint portion between the outer frame portion 21 and the support portion 22. The lower end portion of the guide portion 23 is joined to the outer frame portion 21. In this embodiment, although the upper end of the guide part 23 is located in the shaft 9, it does not mean that the length of the guide part 23 is limited. Although illustration is omitted, the upper end of the guide portion 23 may be positioned at the upper end of the shaft 9 or may protrude from the upper end of the shaft 9.

管材3は、地下水の流れの下流側(図2において右側)において立坑9に沿って配置されている。管材3の下部は、湾曲しており、立坑9の中央部まで延出している。本実施形態の管材3は、内径10mm以下のフレキシブルチューブからなる。細径のチューブ等を使用すれば、地下水の流れを阻害せず、採取する水の量も少なくて済む。
管材3の下端部には、透過性浄化体P内の地下水を管材3内に取り込むための採水口3aが形成されている。採水口3aは、立坑9の中央部(外枠部21の中心部)に配置されている。本実施形態では、管材3の採水口3aを目詰まり防止用のフィルター(網状部材)で覆っている。図示は省略するが、管材3の管壁に設けた複数の透孔を採水口としてもよい。
管材3の下端部は、サポート部材2に保持されている。管材3の固定方法に制限はないが、例えば、結束バンドや番線等を管材3と支持部22とに巻き付けて固定すればよい。
The pipe material 3 is arrange | positioned along the shaft 9 in the downstream (right side in FIG. 2) of the flow of groundwater. The lower part of the pipe material 3 is curved and extends to the central part of the shaft 9. The pipe material 3 of this embodiment consists of a flexible tube with an internal diameter of 10 mm or less. If a small diameter tube or the like is used, the flow of groundwater is not obstructed and the amount of collected water can be reduced.
A water sampling port 3 a for taking in the groundwater in the permeable purifier P into the pipe 3 is formed at the lower end of the pipe 3. The water sampling port 3a is disposed in the central portion of the shaft 9 (the central portion of the outer frame portion 21). In this embodiment, the water sampling port 3a of the pipe material 3 is covered with a filter (mesh member) for preventing clogging. Although not shown, a plurality of through holes provided in the pipe wall of the pipe material 3 may be used as the water sampling port.
The lower end portion of the tube material 3 is held by the support member 2. Although there is no restriction | limiting in the fixing method of the pipe material 3, What is necessary is just to wrap and wind the binding band, the number wire, etc. around the pipe material 3 and the support part 22, for example.

次に、本実施形態に係る透過性浄化体の構築方法について説明する。
本実施形態に係る透過性浄化体の構築方法は、主に掘削工程と、充填工程とを備えている。
Next, the construction method of the permeable purifier according to this embodiment will be described.
The construction method of the permeable purifier according to the present embodiment mainly includes an excavation process and a filling process.

掘削工程は、図4の(a)に示すように、汚染地下水を含む地盤Gに立坑9を形成する工程である。
掘削工程では、図示せぬケーシング回転掘削機によりケーシング4を回転圧入し、図示せぬハンマーグラブを使用して、ケーシング4の上端の開口部よりケーシング4内を掘削する。なお、立坑9の形成方法に制限はなく、例えば、リーダ式のケーシング回転掘削機を使用することにより、1台の建設機械でケーシング4の回転圧入と土砂の掘削とを行ってもよい。また、ケーシング4を使用しない方法で立坑9を構築してもよい。
The excavation process is a process of forming the shaft 9 in the ground G including the contaminated groundwater as shown in FIG.
In the excavation process, the casing 4 is rotationally press-fitted by a casing rotary excavator (not shown), and the inside of the casing 4 is excavated from an opening at the upper end of the casing 4 using a hammer grab (not shown). In addition, there is no restriction | limiting in the formation method of the shaft 9, For example, you may perform the rotary press-in of the casing 4 and excavation of earth and sand with one construction machine by using a leader type casing rotary excavator. Further, the shaft 9 may be constructed by a method that does not use the casing 4.

充填工程は、図4の(b)〜(d)に示すように、浄化材1を立坑9に充填するとともに、管材3の下端部を保持したサポート部材2を管材3とともに立坑9内に設置する工程である。
本実施形態の充填工程は、サポート部材2の設置高さまで浄化材1を充填する第一ステップ(図4の(b)参照)と、第一ステップで充填された浄化材1の上面にサポート部材2を載置する第二ステップ(図4の(c)参照)と、サポート部材2の上に浄化材1を充填する第三ステップ(図4の(d)参照)と、ケーシング4を引き抜く第四ステップ(図4の(e)参照)とを有する。
In the filling step, as shown in FIGS. 4B to 4D, the purification material 1 is filled into the shaft 9, and the support member 2 holding the lower end portion of the tube material 3 is installed in the shaft 9 together with the tube material 3. It is a process to do.
The filling process of the present embodiment includes a first step (see FIG. 4B) in which the purification material 1 is filled up to the installation height of the support member 2, and a support member on the upper surface of the purification material 1 filled in the first step. 2 (see (c) of FIG. 4), a third step (see (d) of FIG. 4) of filling the purifying material 1 on the support member 2, and a second step of pulling out the casing 4 4 steps (see FIG. 4E).

第一ステップでは、図4の(b)に示すように、立坑9の底部からサポート部材2の設置高さまで、図示しないホッパーを用いて浄化材1を充填する。
第二ステップでは、図4の(c)に示すように、サポート部材2の外枠部21および支持部22,22,22を第一ステップで充填した浄化材1の上面に載置する。管材3は、サポート部材2の支持部22およびガイド部23に予め固定しておく。サポート部材2は、ガイド部23が地下水の下流側に位置するように配置し、管材3は、立坑9の内周壁に沿って配置する。なお、サポート部材2の外枠部21の外径は、ケーシング4の内径よりも小さい。
第三ステップでは、図4の(d)に示すように、サポート部材2の上に、図示しない油圧ショベルまたは投入管等を用いて浄化材1を充填する。管材3は、サポート部材2のガイド部23に保持されていて、立坑9の内周壁に沿って配置されているので、立坑9内へ浄化材1を充填する際に管材3が邪魔になり難い。
なお、図示は省略するが、採水位置の深さが異なる複数の管材3を立坑9内に設置する場合には、サポート部材2の上方に設置される他のサポート部材2の設置高さまで浄化材1を充填する。
第四ステップでは、図4の(e)に示すように、ケーシング4を図示せぬクレーン等により引き上げる。本実施形態では、立坑9の上端まで浄化材1を充填した段階で、ケーシング4を引き上げているが、浄化材1の充填作業とケーシング4の引上げ作業を交互に行ってもよい。
立坑9の上端まで浄化材1を充填し、ケーシング4を全て引き抜くと、透過性浄化体Pが完成する。
In the first step, as shown in FIG. 4B, the purifying material 1 is filled from the bottom of the shaft 9 to the installation height of the support member 2 using a hopper (not shown).
In the second step, as shown in FIG. 4C, the outer frame portion 21 and the support portions 22, 22, and 22 of the support member 2 are placed on the upper surface of the purification material 1 filled in the first step. The tube material 3 is fixed in advance to the support portion 22 and the guide portion 23 of the support member 2. The support member 2 is disposed so that the guide portion 23 is located on the downstream side of the groundwater, and the pipe material 3 is disposed along the inner peripheral wall of the shaft 9. The outer diameter of the outer frame portion 21 of the support member 2 is smaller than the inner diameter of the casing 4.
In the third step, as shown in FIG. 4D, the purification material 1 is filled on the support member 2 using a hydraulic excavator or a charging pipe (not shown). Since the pipe material 3 is held by the guide portion 23 of the support member 2 and is disposed along the inner peripheral wall of the shaft 9, the tube material 3 is unlikely to become an obstacle when the purification material 1 is filled into the shaft 9. .
In addition, although illustration is abbreviate | omitted, when installing the several pipe material 3 from which the depth of a water sampling position differs in the shaft 9, it refine | purifies to the installation height of the other support member 2 installed above the support member 2 Fill material 1.
In the fourth step, as shown in FIG. 4E, the casing 4 is pulled up by a crane or the like (not shown). In the present embodiment, the casing 4 is pulled up when the purification material 1 is filled up to the upper end of the shaft 9, but the purification material 1 filling operation and the casing 4 lifting operation may be performed alternately.
When the purification material 1 is filled up to the upper end of the vertical shaft 9 and the casing 4 is all pulled out, the permeable purification body P is completed.

本実施形態に係る透過性浄化体の構築方法によれば、サポート部材2を使用して地下水採取用の管材3を位置決めするので、浄化材1を充填する際に管材3の位置がずれ難くなる。   According to the construction method of the permeable purifier according to the present embodiment, since the pipe member 3 for collecting groundwater is positioned using the support member 2, the position of the pipe member 3 is difficult to shift when the purifier 1 is filled. .

つまり、本実施形態に係る地下水採取構造によれば、管材3の下端部がサポート部材2に保持されているので、管材3の採水口3aを所定の採水位置に設置することができ、ひいては、透過性浄化体Pの効果を正確に把握することが可能となる。   That is, according to the groundwater sampling structure according to the present embodiment, since the lower end portion of the pipe material 3 is held by the support member 2, the water sampling port 3a of the pipe material 3 can be installed at a predetermined water sampling position, and thus Thus, it is possible to accurately grasp the effect of the permeable purifier P.

また、本実施形態に係る地下水採取構造では、サポート部材2が外枠部21を備えていて、この外枠部21が立坑9の内周壁(ケーシング4の内周面)に沿って配置されるので、浄化材1の上面にサポート部材2を載置するだけで、立坑9の内周壁に沿ってサポート部材2が位置決めされるようになる。つまり、本実施形態に係る地下水採取構造によれば、サポート部材2自体が動きにくくなり、ひいては、採水口3aの設置精度が向上する。   In the groundwater sampling structure according to the present embodiment, the support member 2 includes the outer frame portion 21, and the outer frame portion 21 is disposed along the inner peripheral wall of the shaft 9 (the inner peripheral surface of the casing 4). Therefore, the support member 2 comes to be positioned along the inner peripheral wall of the shaft 9 only by placing the support member 2 on the upper surface of the purification material 1. That is, according to the groundwater sampling structure according to the present embodiment, the support member 2 itself becomes difficult to move, and consequently the installation accuracy of the water sampling port 3a is improved.

さらに、複数の支持部22,22,22の交差部分に管材3の下端部を固定すれば、採水口3aを所定の採水位置に安定して固定することができる。   Furthermore, if the lower end part of the pipe material 3 is fixed to the crossing part of several support parts 22,22,22, the water sampling port 3a can be stably fixed to a predetermined water sampling position.

また、採水口3aの上流側に配置された支持部22,22を、地下水の流れ方向に交差する方向に沿って配置するとともに、ガイド部23を採水口3aの下流側に配置しているので、支持部22やガイド部23に沿って水みちが形成されたとしても、当該水みちを通った水が採水口3aに流入し難い。つまり、本実施形態に係る地下水採取構造によれば、管材3を通じて採取される水の中に未浄化の水が混入し難くなるので、透過性浄化体Pの効果を正確に把握することが可能となる。   Moreover, since the support parts 22 and 22 arrange | positioned in the upstream of the water sampling port 3a are arrange | positioned along the direction which cross | intersects the flow direction of groundwater, the guide part 23 is arrange | positioned in the downstream of the water sampling port 3a. Even if a water channel is formed along the support unit 22 and the guide unit 23, the water passing through the water channel hardly flows into the water sampling port 3a. That is, according to the groundwater sampling structure according to the present embodiment, it is difficult for unpurified water to be mixed into the water sampled through the pipe material 3, so that the effect of the permeable purifier P can be accurately grasped. It becomes.

なお、サポート部材2の構成は、適宜変更してもよい。
例えば、外枠部21を省略してもよい。
また、本実施形態では、複数の支持部22,22を立坑9の中央部で交差させた場合を例示したが、支持部22を一つとしてもよい。なお、支持部22を一つとする場合には、支持部22の一端のみを外枠部21に接合するか、あるいは、支持部22の両端を外枠部21に接合する。また、本実施形態では、棒状の支持部22を例示したが、網状の支持部を使用してもよい。サポート部材2の材質についても、特に限定はない。
Note that the configuration of the support member 2 may be changed as appropriate.
For example, the outer frame portion 21 may be omitted.
Moreover, in this embodiment, although the case where the some support parts 22 and 22 crossed in the center part of the shaft 9 was illustrated, it is good also considering the support part 22 as one. In the case where one support portion 22 is used, only one end of the support portion 22 is joined to the outer frame portion 21 or both ends of the support portion 22 are joined to the outer frame portion 21. Moreover, in this embodiment, although the rod-shaped support part 22 was illustrated, a mesh-shaped support part may be used. The material of the support member 2 is not particularly limited.

また、サポート部材2に代えて、図5に示すサポート部材2aを使用してもよい。
サポート部材2aは、外枠部21aと、外枠部21aから立坑9の中央部に向かう複数(本実施形態では三つ)の支持部22a,22a,22aと、外枠部21aから立ち上がるガイド部23aと、外枠部21aからガイド部23aに向けて斜めに立ち上がる一対のブレース24a,24aとを備えている。
Moreover, it may replace with the support member 2 and may use the support member 2a shown in FIG.
The support member 2a includes an outer frame portion 21a, a plurality of (three in this embodiment) support portions 22a, 22a, and 22a from the outer frame portion 21a toward the central portion of the shaft 9, and a guide portion that rises from the outer frame portion 21a. 23a and a pair of braces 24a, 24a that rise obliquely from the outer frame portion 21a toward the guide portion 23a.

外枠部21aは、C字状を呈している。外枠部21aの両端部は、それぞれ、支持部22aの端部と接合されている。
支持部22aおよびガイド部23aの構成は、サポート部材2の支持部22およびガイド部23の構成と同様である。
ブレース24aは、外枠部21aの端部からガイド部23aの上端に至る棒状部材である。ブレース24aの下端部は、外枠部21aに接合されており、ブレース24aの上端部は、ガイド部23aの上端部に接合されている。
The outer frame portion 21a has a C shape. Both end portions of the outer frame portion 21a are respectively joined to the end portions of the support portion 22a.
The configurations of the support portion 22a and the guide portion 23a are the same as the configurations of the support portion 22 and the guide portion 23 of the support member 2.
The brace 24a is a rod-shaped member that extends from the end of the outer frame portion 21a to the upper end of the guide portion 23a. The lower end portion of the brace 24a is joined to the outer frame portion 21a, and the upper end portion of the brace 24a is joined to the upper end portion of the guide portion 23a.

図5のサポート部材2aによれば、地下水流の上流側において外枠部21aが途切れているので、透過性浄化体Pに流入する汚染地下水の流れを阻害し難くなる。また、ガイド部23aがブレース24a,24aによって支えられているので、ガイド部23aが変形し難くなる。   According to the support member 2a of FIG. 5, since the outer frame portion 21a is interrupted on the upstream side of the groundwater flow, it is difficult to inhibit the flow of contaminated groundwater flowing into the permeable purifier P. Moreover, since the guide part 23a is supported by the braces 24a and 24a, the guide part 23a becomes difficult to deform | transform.

以上、本発明について、好適な実施形態について説明した。しかし、本発明は、前述の各実施形態に限られず、前記の各構成要素については、本発明の趣旨を逸脱しない範囲において、適宜設計変更が可能であることはいうまでもない。   The preferred embodiments of the present invention have been described above. However, the present invention is not limited to the above-described embodiments, and it is needless to say that the above-described components can be appropriately changed in design without departing from the spirit of the present invention.

P 透過性浄化体
1 浄化材
2 サポート部材
21 外枠部
22 支持部
23 ガイド部
3 管材
3a 採水口
9 立坑
P permeable purification body 1 purification material 2 support member 21 outer frame portion 22 support portion 23 guide portion 3 pipe material 3a water sampling port 9 shaft

Claims (4)

汚染地下水を含む地盤に立坑を形成する掘削工程と、
前記汚染地下水を浄化する浄化材を前記立坑に充填するとともに、地下水採取用の管材と前記管材の下端部を保持したサポート部材とを前記立坑内に設置する充填工程と、を備える透過性浄化体の構築方法であって、
前記サポート部材は、前記立坑の内周壁に沿って配置されるリング状の外枠部と、前記外枠部から前記立坑の中央部に向かう棒状の支持部と、前記外枠部から立ち上がる棒状のガイド部とを有し、
前記充填工程は、前記外枠部および前記支持部の設置高さまで前記浄化材を充填する第一ステップと、前記管材の下端部を前記支持部に固定した状態で、前記第一ステップで充填された前記浄化材の上面に前記外枠部および前記支持部を載置する第二ステップと、前記外枠部および前記支持部の上に前記浄化材を充填する第三ステップとを有する、
ことを特徴とする、透過性浄化体の構築方法。
An excavation process for forming a shaft in the ground containing contaminated groundwater;
A permeable purifier comprising a filling step of filling the vertical shaft with a purification material for purifying the contaminated groundwater, and installing a pipe for collecting groundwater and a support member holding the lower end of the pipe in the vertical shaft. The construction method of
The support member includes a ring-shaped outer frame portion disposed along an inner peripheral wall of the shaft, a rod-shaped support portion that extends from the outer frame portion toward the central portion of the shaft, and a rod-shaped support portion that rises from the outer frame portion. A guide portion,
The filling step is performed in the first step in which the purifying material is filled up to the installation height of the outer frame portion and the support portion , and the lower end portion of the pipe material is fixed to the support portion. wherein a and a second step of placing the outer frame portion and the support portion to the upper surface of the purification material, and a third step of filling the purification material on the outer frame portion and the support portion has,
A method for constructing a permeable purification body.
立坑に充填される透過性浄化体に埋設されるサポート部材と、
前記透過性浄化体の内部から前記透過性浄化体の上端部に至る地下水採取用の管材と、 を備える地下水採取構造であって、
前記管材の下端部には、前記透過性浄化体内の地下水を前記管材内に取り込むための採水口が形成されており、
前記サポート部材は、前記立坑の内周壁に沿って配置されるリング状の外枠部と、前記外枠部から前記立坑の中央部に向かう複数の棒状の支持部と、前記外枠部から立ち上がる棒状のガイド部とを有し、
前記管材は、前記ガイド部に保持されており、
前記管材の下端部は、前記支持部に固定されている、
ことを特徴とする、地下水採取構造。
A support member embedded in the permeable purifier filled in the shaft ,
A pipe for collecting groundwater from the inside of the permeable purification body to the upper end of the permeable purification body, and a groundwater collection structure comprising:
At the lower end portion of the pipe material, a water sampling port is formed for taking the groundwater in the permeable purification body into the pipe material,
The support member rises from the outer frame portion, a ring-shaped outer frame portion arranged along the inner peripheral wall of the shaft, a plurality of rod-shaped support portions from the outer frame portion toward the central portion of the shaft, and A rod-shaped guide portion ,
The pipe is held by the guide part,
The lower end portion of the tube material is fixed to the support portion.
Groundwater collection structure characterized by that.
地下水の流れを基準としたときに、
前記複数の支持部のうち、前記採水口の上流側に配置された前記支持部は、地下水の流れ方向に交差する方向に沿って配置されている、
ことを特徴とする、請求項に記載の地下水採取構造。
Based on groundwater flow,
Of the plurality of support portions, the support portion disposed on the upstream side of the water sampling port is disposed along a direction intersecting the flow direction of groundwater,
The groundwater sampling structure according to claim 2 , wherein:
前記ガイド部および前記管材は、地下水の流れの下流側において前記立坑の内周壁に沿って配置され、The guide part and the pipe are arranged along the inner peripheral wall of the shaft on the downstream side of the flow of groundwater,
前記管材の下部は、屈曲しており、The lower part of the pipe is bent,
前記採水口は、前記立坑の中央部に配置される、The water sampling port is disposed in the central part of the shaft,
ことを特徴とする、請求項2又は請求項3に記載の地下水採取構造。The groundwater sampling structure according to claim 2 or claim 3, wherein
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