JP6527477B2 - Communication tube unit, water blocking structure, and water blocking method - Google Patents

Communication tube unit, water blocking structure, and water blocking method Download PDF

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JP6527477B2
JP6527477B2 JP2016037091A JP2016037091A JP6527477B2 JP 6527477 B2 JP6527477 B2 JP 6527477B2 JP 2016037091 A JP2016037091 A JP 2016037091A JP 2016037091 A JP2016037091 A JP 2016037091A JP 6527477 B2 JP6527477 B2 JP 6527477B2
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water
recess
water blocking
plate
thermoplastic resin
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JP2016175067A (en
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道夫 井塲
道夫 井塲
克樹 高岡
克樹 高岡
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Mitsuboshi Belting Ltd
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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

Description

本発明は、例えば廃棄物処分場などの遮水構造に用いられる連通管ユニットと、この連通管ユニットを用いた遮水構造および遮水工法に関する。   The present invention relates to a communicating pipe unit used for a water shielding structure such as a waste disposal site, and to a water shielding structure and a water shielding construction method using the communicating pipe unit.

例えば、廃棄物を埋立処分する廃棄物処分場や、河川からの水や雨水を貯水する調整池やため池などにおいては、全面に遮水シートが敷設されており、その内外を連通させる連通管によって水を外部に排出または外部から流入させている。   For example, in a waste disposal site for landfilling waste, a control pond or reservoir for storing water and rainwater from a river, a water blocking sheet is laid on the entire surface, and a communicating pipe connecting the inside and the outside is used. Water is discharged to the outside or flows from the outside.

従来の廃棄物処分場では、上述の連通管として、溜まった水を外部に排出させる集排水管が、処分場の壁部に一部が埋設された状態で設けられている。この集排水管の外周面には接着剤によって遮水シートが接合されている。しかし、廃棄物処分場の壁部に一部が埋設された集排水管に対して、遮水シートを接合する作業は行いにくい。その上、ポリエチレン製である集排水管と、軟質樹脂またはゴムで形成された遮水シートとは、材質上、接着剤によって強固に接着することは困難であり、接合部の水密性を十分に確保することが困難であった。   In the conventional waste disposal site, a collection and drainage pipe for discharging the accumulated water to the outside is provided as the above-mentioned communication pipe in a state where a part is buried in the wall of the disposal site. A water blocking sheet is bonded to the outer peripheral surface of the water collecting and draining pipe by an adhesive. However, it is difficult to join the water-impervious sheet to the water collection and drainage pipe partially embedded in the wall of the waste disposal site. Moreover, it is difficult to firmly bond the water collecting and draining pipe made of polyethylene and the water blocking sheet made of soft resin or rubber with an adhesive in terms of the material, and the water tightness of the joint is sufficiently It was difficult to secure.

そこで、特許文献1では、予め集排水管に遮水シートを貫通させた状態で接合しておき、これを廃棄物処分場に予め敷設された口状孔付き遮水シートの孔に差し込んで、遮水シートと遮水シート片を溶接している。より具体的に説明すると、遮水シート片は、集排水管が挿入される部分が筒状に形成されている。また、接着剤の接着性を高めるために、予め集排水管の外周面と遮水シート片の筒状部の内周面にプライマーを塗布して加熱処理を施してから、プライマー層の間に接着剤を介在させて集排水管と遮水シール片を接合している。   So, in patent document 1, it joins in the state which penetrated the water-impervious sheet to the water collecting and draining pipe beforehand, and inserts this in the hole of the water blocking sheet with a port-like hole previously installed in the waste disposal site, The impermeable sheet and the impermeable sheet piece are welded. If it explains more concretely, the portion in which a water collection pipe is inserted is formed cylindrically as a water blocking sheet piece. Moreover, in order to improve the adhesiveness of the adhesive, a primer is applied to the outer peripheral surface of the water collection and drainage pipe and the inner peripheral surface of the cylindrical portion of the water blocking sheet in advance, and heat treatment is performed. An adhesive is interposed to join the water collection and drainage pipe and the water sealing piece.

特許第4395235号公報Patent No. 4395235 gazette

しかしながら、上記特許文献1では、特殊な形状の遮水シート片を形成しなければならず、加えて、集排水管と遮水シート片にそれぞれプライマーの塗布や加熱処理をしなければならないため、手間を要する。
また、特許文献1では、接着剤の接着性を高めるためにプライマーを使っているが、それでも接合部の水密性は十分でない場合がある。
上述したような問題は、廃棄物処分場の遮水構造に限らず、調整池やため池などの遮水構造においても生じる。
However, in Patent Document 1 described above, it is necessary to form a water shielding sheet piece of a special shape, and additionally, the water collecting and draining pipe and the water shielding sheet piece must be coated with a primer and heated, respectively. It takes time and effort.
Moreover, although the primer is used in patent document 1 in order to improve the adhesiveness of an adhesive agent, the watertightness of a junction may still be inadequate.
The problems as described above occur not only in the water shielding structure of the waste disposal site but also in the water shielding structure of the adjustment pond and the reservoir.

そこで、本発明は、接合部の水密性が高く、且つ、容易に形成できる連通管ユニットと、当該連通管ユニットを用いた遮水構造および遮水工法を提供することを目的とする。   Then, an object of the present invention is to provide a communicating pipe unit having high watertightness of a joint and which can be easily formed, and a water blocking structure and a water blocking construction method using the communication pipe unit.

課題を解決するための手段及び発明の効果Means for Solving the Problems and Effects of the Invention

第1の発明の連通管ユニットは、地面に形成された凹部の側面および底面に遮水シートを敷設して、前記凹部の内外を連通管によって連通させる遮水構造に用いられ、貫通孔を有する平板状であって、前記遮水シートよりも剛性が高く、前記凹部の側面の一部を形成するように配置される熱可塑性樹脂製の1枚の遮水板と、前記遮水板の前記貫通孔を貫通しており、その一端が前記凹部内に露出するように前記凹部の側壁部に埋設される熱可塑性樹脂製の前記連通管と、熱可塑性樹脂からなる融着材によって形成され、前記遮水板の前記貫通孔の縁部と前記連通管の外周面とを全周にわたって接合する接合部と、を有し、前記遮水板は、前記凹部の側面の一部を形成するように、前記連通管に対して斜めに設けられ、前記連通管は、前記凹部の底部から間隔があって、前記遮水板から前記凹部の内側方向に突き出る部分と、前記側壁部に埋設されるよう、遮水板から前記凹部の外側方向に突き出る部分とからなることを特徴とする。 The communication pipe unit of the first invention is used in a water shielding structure in which a water shielding sheet is laid on the side and bottom of a recess formed on the ground, and the inside and the outside of the recess are communicated by the communication tube. A single water-impervious plate made of a thermoplastic resin which is flat and is higher in rigidity than the water-impervious sheet and disposed to form a part of the side surface of the recess, and the water-impervious plate The connecting pipe made of thermoplastic resin is embedded in the side wall portion of the recess so as to penetrate the through hole and expose one end thereof in the recess, and is formed of a fusion material made of thermoplastic resin, have a, a joining portion for joining the outer peripheral surface of the edge portion and the communicating tube of the through-hole of said water shield plates over the entire circumference, the water shield plates, to form a part of the side surface of the recess And the communication pipe is provided obliquely with respect to the communication pipe, and the communication pipe is There is distance from the bottom, characterized a portion protruding the shield from the water plate inwardly of said recess, so as to be embedded in the side wall portion, the Rukoto such and a portion protruding from impermeable plate outwardly of the recess I assume.

この構成によると、遮水板の貫通孔に連通管を貫通させて、熱可塑性樹脂からなる融着材によって遮水板の貫通孔の縁部と連通管の外周面とを接合することで、本発明の連通管ユニットを形成できる。遮水構造において、遮水板は、地面に形成された凹部の側面の一部を形成するように配置され、連通管は、その一端が凹部内に露出するように凹部の側壁部に埋設される。
熱可塑性樹脂で形成された遮水板および連通管は、熱可塑性樹脂からなる融着材によって接合されている。接合にプライマー等が不要であるため、接合作業を容易に行うことができる。また、接着剤とプライマーを用いて接合する場合に比べて、接合部の接合強度を高めることができ、それにより、接合部の水密性を高めることができる。
また、遮水板は遮水シートよりも剛性が高いため、遮水シートと連通管とを接合する場合に比べて、遮水板と連通管とを接合する作業が行いやすい。また、遮水板は、平坦状であるため、遮水板を形成しやすい。
以上のように、本発明の連通管ユニットは、容易に形成できると共に、接合部の水密性が高い。
According to this configuration, the communication pipe is penetrated through the through hole of the water shielding plate, and the edge of the through hole of the water shielding plate and the outer peripheral surface of the communication pipe are joined by the fusion material made of thermoplastic resin. The communicating pipe unit of the present invention can be formed. In the water blocking structure, the water blocking plate is arranged to form a part of the side surface of the recess formed on the ground, and the communicating pipe is embedded in the sidewall of the recess such that one end is exposed in the recess Ru.
The water blocking plate and communicating pipe formed of a thermoplastic resin are joined by a fusion material made of a thermoplastic resin. Since a primer etc. are unnecessary for joining, joining operation can be performed easily. Moreover, compared with the case where it joins using an adhesive agent and a primer, the joint strength of a junction part can be raised and, thereby, the water tightness of a junction part can be improved.
In addition, since the water blocking plate is higher in rigidity than the water blocking sheet, the work of joining the water blocking plate and the communicating pipe can be performed more easily than in the case of bonding the water blocking sheet and the communicating pipe. Moreover, since the water blocking plate is flat, it is easy to form the water blocking plate.
As described above, the communication pipe unit of the present invention can be easily formed, and the water tightness of the joint is high.

前記第1の発明の連通管ユニットにおいて、前記連通管と前記遮水板と前記接合部が、同一の熱可塑性樹脂で形成されていることが好ましい。この構成によると、接合部の接合強度をより高めて、接合部の水密性をより向上できる。   In the communicating pipe unit according to the first aspect of the present invention, it is preferable that the communicating pipe, the water blocking plate, and the joint portion be formed of the same thermoplastic resin. According to this configuration, the joint strength of the joint can be further enhanced, and the water tightness of the joint can be further improved.

前記第1の発明の連通管ユニットにおいて、前記連通管と前記遮水板と前記接合部が、ポリエチレンで形成されていることが好ましい。この構成によると、連通管、遮水板、および接合部の耐久性を向上できる。   In the communicating pipe unit according to the first aspect of the present invention, it is preferable that the communicating pipe, the water blocking plate, and the joint portion be formed of polyethylene. According to this configuration, the durability of the communicating pipe, the water blocking plate, and the joint portion can be improved.

第2の発明の遮水構造は、地面に形成された凹部の側面および底面に遮水シートを敷設して、前記凹部の内外を連通管によって連通させる遮水構造であって、貫通孔を有する平板状であって、前記遮水シートよりも剛性が高く、前記凹部の側面の一部を形成する熱可塑性樹脂製の1枚の遮水板と、前記遮水板の前記貫通孔を貫通しており、その一端が前記凹部内に露出するように前記凹部の側壁部に埋設される熱可塑性樹脂製の前記連通管と、熱可塑性樹脂からなる融着材によって形成され、前記遮水板の前記貫通孔の縁部と前記連通管の外周面とを全周にわたって接合する接合部と、前記遮水板の凹部の内側方向の表面であって、前記貫通孔の周囲に全周にわたって接合される前記遮水シートと、を有し、前記遮水板は、前記凹部の側面の一部を形成するように、前記連通管に対して斜めに設けられ、前記連通管は、前記凹部の底部から間隔があって、前記遮水板から前記凹部の内側方向に突き出る部分と、前記側壁部に埋設されるよう、遮水板から前記凹部の外側方向に突き出る部分とからなることを特徴とする。 The water blocking structure of the second invention is a water blocking structure in which a water blocking sheet is laid on the side surface and the bottom surface of a recess formed on the ground, and the inside and the outside of the recess are communicated with each other by a communicating pipe. It has a flat plate shape, is higher in rigidity than the water blocking sheet, and penetrates the one water blocking plate made of thermoplastic resin forming a part of the side surface of the recess, and the through hole of the water blocking plate The communication pipe made of a thermoplastic resin embedded in the side wall of the recess so that one end is exposed in the recess, and a fusion material made of a thermoplastic resin; A joint that joins the edge of the through hole and the outer peripheral surface of the communicating pipe over the entire circumference, and an inward facing surface of the recess of the water blocking plate, and is bonded over the entire circumference around the through hole that said possess a water shield sheet, and the water shield plates, the side surface of the recess A portion which is provided obliquely with respect to the communication pipe so as to form a portion, the communication pipe being spaced from the bottom of the recess and protruding in the inward direction of the recess from the water blocking plate, and the side wall to be embedded in the section, shielding, characterized in Rukoto such from the water plate and outward to protrude the portion of the recess.

この構成によると、遮水板の貫通孔に連通管が貫通した状態で、熱可塑性樹脂からなる融着材によって遮水板の貫通孔の縁部と連通管の外周面とは接合されている。遮水板は、地面に形成された凹部の側面の一部を形成するように配置され、連通管は、その一端が凹部内に露出するように凹部の側壁部に埋設される。遮水シートは、遮水板の貫通孔の周囲の全周にわたって接合され、凹部の側面および底面に敷設される。
熱可塑性樹脂で形成された遮水板および連通管は、熱可塑性樹脂からなる融着材によって接合されている。接合にプライマー等が不要であるため、接合作業を容易に行うことができる。また、接着剤とプライマーを用いて接合する場合に比べて、接合部の接合強度を高めることができ、それにより、接合部の水密性を高めることができる。
また、遮水板は遮水シートよりも剛性が高いため、遮水シートと連通管とを接合する場合に比べて、遮水板と連通管とを接合する作業が行いやすい。また、遮水板は、平坦状であるため、遮水板を形成しやすい。
以上のように、本発明の遮水構造では、連通管と遮水板とを容易に接合できると共に、接合部の水密性が高い。
According to this configuration, the edge of the through hole of the water blocking plate and the outer peripheral surface of the communicating tube are joined by the fusion material made of thermoplastic resin in a state where the communicating tube penetrates the through hole of the water blocking plate . The water blocking plate is arranged to form a part of the side surface of the recess formed in the ground, and the communicating pipe is embedded in the side wall portion of the recess so that one end thereof is exposed in the recess. The water-impervious sheet is joined along the entire circumference of the through-hole of the water-impervious plate, and laid on the side and bottom of the recess.
The water blocking plate and communicating pipe formed of a thermoplastic resin are joined by a fusion material made of a thermoplastic resin. Since a primer etc. are unnecessary for joining, joining operation can be performed easily. Moreover, compared with the case where it joins using an adhesive agent and a primer, the joint strength of a junction part can be raised and, thereby, the water tightness of a junction part can be improved.
In addition, since the water blocking plate is higher in rigidity than the water blocking sheet, the work of joining the water blocking plate and the communicating pipe can be performed more easily than in the case of bonding the water blocking sheet and the communicating pipe. Moreover, since the water blocking plate is flat, it is easy to form the water blocking plate.
As described above, in the water-impervious structure of the present invention, the communication pipe and the water-impervious plate can be easily joined, and the water tightness of the joint is high.

第3の発明の遮水工法は、地面に形成された凹部の側面および底面に遮水シートを敷設して、前記凹部の内外を連通管によって連通させる遮水構造を形成する遮水工法であって、平坦状であって、前記遮水シートよりも剛性が高い熱可塑性樹脂製の1枚の遮水板に形成された貫通孔に、熱可塑性樹脂製の前記連通管を貫通させて、前記遮水板の前記貫通孔の縁部と前記連通管の外周面とを、溶融した熱可塑性樹脂からなる融着材を用いて全周にわたって接合する接合工程と、前記凹部の側面の一部となる位置に、前記接合工程によって前記連通管に接合された前記遮水板を配置した状態で、前記凹部の側壁部を形成する側壁部形成工程と、前記側壁部形成工程の後、前記遮水板の凹部の内側方向の表面であって、前記貫通孔の周囲に全周にわたって前記遮水シートを接合すると共に、前記凹部の側面および底面に前記遮水シートを敷設する遮水シート敷設工程と、を有し、前記接合工程において、前記遮水板は、前記凹部の側面の一部を形成するように、前記連通管に対して斜めに設けられ、前記連通管は、前記凹部の底部から間隔があって、前記遮水板から前記凹部の内側方向に突き出る部分と、前記側壁部に埋設されるよう、遮水板から前記凹部の外側方向に突き出る部分とからなるように設けられることを特徴とする。 The water blocking method of the third invention is a water blocking method in which a water blocking sheet is laid on the side surface and the bottom surface of a recess formed on the ground to form a water blocking structure in which the inside and the outside of the recess are communicated by a communicating pipe. The communication pipe made of thermoplastic resin is made to penetrate through a through hole formed in one water impermeable plate made of thermoplastic resin, which is flat and has higher rigidity than the water shielding sheet. A bonding step of bonding an edge portion of the through hole of the water blocking plate and an outer peripheral surface of the communicating pipe over the entire periphery using a fusion material made of a melted thermoplastic resin, and a part of the side surface of the recess A side wall portion forming step of forming a side wall portion of the recess and a side wall portion forming step in a state where the water blocking plate joined to the communicating pipe in the joining step is disposed at the position; An inward facing surface of the recess of the plate, around the through hole, With joining the water shield sheet I, have a, a water shield sheet laying step for laying the water-impervious sheet on the side surface and the bottom surface of the recess, in the bonding step, the water shield plate, said recess A portion which is provided obliquely with respect to the communication pipe so as to form a part of a side surface, the communication pipe being spaced from the bottom of the recess and projecting inward of the recess from the water blocking plate , so as to be embedded in the side wall portion is provided from the water shield plate to consist of an outer direction protruding portion of said recess and said Rukoto.

この構成によると、接合工程において、遮水板の貫通孔に連通管を貫通させて、熱可塑性樹脂からなる融着材によって遮水板の貫通孔の縁部と連通管の外周面とを接合する。その後、凹部の側面の一部となる位置に、接合工程によって連通管に接合された遮水板を配置した状態で、凹部の側壁部を形成する。そして、遮水シート敷設工程において、遮水板の表面の貫通孔の周囲に遮水シートを接合すると共に、凹部の側面および底面に遮水シートを敷設する。
熱可塑性樹脂で形成された遮水板および連通管は、熱可塑性樹脂からなる融着材によって接合されている。接合にプライマー等が不要であるため、接合作業を容易に行うことができる。また、接着剤とプライマーを用いて接合する場合に比べて、接合部の接合強度を高めることができ、それにより、接合部の水密性を高めることができる。
また、遮水板は遮水シートよりも剛性が高いため、遮水シートと連通管とを接合する場合に比べて、遮水板と連通管とを接合する作業が行いやすい。また、遮水板は、平坦状であるため、遮水板を形成しやすい。
以上のように、本発明の遮水工法では、連通管と遮水板とを容易に接合できると共に、接合部の水密性が高い。
According to this configuration, in the bonding step, the communication pipe is made to penetrate the through hole of the water shielding plate, and the edge portion of the through hole of the water shielding plate and the outer peripheral surface of the communication pipe are bonded by the fusion material made of thermoplastic resin. Do. Then, the side wall part of a recessed part is formed in the state which arrange | positioned the water blocking board joined to the communicating pipe by the joining process in the position which becomes a part of side surface of a recessed part. Then, in the impermeable sheet laying step, the impermeable sheet is joined around the through hole on the surface of the impermeable plate, and the impermeable sheet is laid on the side surface and the bottom of the recess.
The water blocking plate and communicating pipe formed of a thermoplastic resin are joined by a fusion material made of a thermoplastic resin. Since a primer etc. are unnecessary for joining, joining operation can be performed easily. Moreover, compared with the case where it joins using an adhesive agent and a primer, the joint strength of a junction part can be raised and, thereby, the water tightness of a junction part can be improved.
In addition, since the water blocking plate is higher in rigidity than the water blocking sheet, the work of joining the water blocking plate and the communicating pipe can be performed more easily than in the case of bonding the water blocking sheet and the communicating pipe. Moreover, since the water blocking plate is flat, it is easy to form the water blocking plate.
As described above, in the water blocking method of the present invention, the communication pipe and the water blocking plate can be easily joined, and the water tightness of the joint is high.

前記第3の発明の遮水工法において、前記側壁部形成工程の前に、前記凹部の前記側壁部を形成する位置に、外側型枠を設置すると共に、前記外側型枠から所定の間隔を空けて、内側型枠と、前記接合工程によって前記連通管に接合された前記遮水板とを設置する型枠設置工程を行い、前記側壁部形成工程において、前記外側型枠と、前記内側型枠および前記遮水板との間に、コンクリートを流し込んで固化させた後、前記外側型枠および前記内側型枠を除去することが好ましい。   In the water blocking method according to the third aspect of the present invention, an outer mold is installed at a position where the side wall of the recess is formed before the side wall forming step, and a predetermined distance is provided from the outer mold. Performing the mold setting step of setting the inner mold and the water blocking plate joined to the communicating pipe in the bonding step, and in the side wall portion forming step, the outer mold and the inner mold It is preferable to remove the outer form and the inner form after pouring concrete into the space between the plate and the water blocking plate and solidifying the concrete.

この構成によると、外側型枠から所定の間隔を空けて、連通管に接合された遮水板と内側型枠とを設置して、連通管の一部を外側型枠と内側型枠との間に配置した状態で、コンクリートを打設して凹部の側壁部を形成している。このように、連通管を設置した状態で、凹部の側壁部を形成するため、コンクリートで凹部の側壁部を形成した後に、側壁部に連通管を設置する場合に比べて、作業工程を簡略化できる。
また、連通管と遮水板を設置した状態で、凹部の側壁部を形成することにより、連通管および遮水板を凹部に強固に固定できるため、遮水構造の耐久性および遮水性を向上できる。
According to this configuration, the water blocking plate and the inner mold are joined to the communicating pipe at a predetermined distance from the outer mold, and a part of the communicating pipe is divided into the outer mold and the inner mold. In the state of being disposed between, concrete is cast to form a side wall portion of the recess. Thus, in order to form the side wall portion of the recess in the state where the communication pipe is installed, the work process is simplified compared to the case where the communication pipe is installed on the side wall after forming the side wall portion of the recess with concrete. it can.
In addition, since the communicating pipe and the water blocking plate can be firmly fixed to the recess by forming the side wall portion of the recess in the state where the communicating tube and the water blocking plate are installed, the durability and the water blocking of the water blocking structure are improved. it can.

本発明の実施形態に係る廃棄物処分場の断面図である。It is a sectional view of a waste disposal site concerning an embodiment of the present invention. 図1の集排水管ユニットの周辺の拡大図である。FIG. 2 is an enlarged view of the periphery of the water collection and drainage pipe unit of FIG. 図2の右方から見た図であって、上層保護マットの図示を省略した図である。It is the figure seen from the right side of FIG. 2, Comprising: It is the figure which abbreviate | omitted illustration of the upper-layer protection mat. 集排水管ユニットの断面図である。It is a sectional view of a drainage pipe unit. 図1の廃棄物処分場の施工途中の状態を示す断面図である。It is sectional drawing which shows the state in the middle of construction of the waste disposal site of FIG. 本発明の他の実施形態に係る廃棄物処分場における集排水管ユニットの周辺の断面図である。It is sectional drawing of the periphery of the water collection and drainage pipe unit in the waste disposal site which concerns on other embodiment of this invention. 図6の右方から見た図である。It is the figure seen from the right side of FIG.

以下、本発明の実施の形態について説明する。
本実施形態は、廃棄物処分場の遮水構造に本発明を適用した一例である。
図1に示すように、廃棄物処分場の遮水構造1は、地面に形成された凹部2の側面2aおよび底面2bに敷設される遮水部4と、集排水管ユニット3とを有する。凹部2の大部分はコンクリートで形成されている。
Hereinafter, embodiments of the present invention will be described.
The present embodiment is an example in which the present invention is applied to the water blocking structure of a waste disposal site.
As shown in FIG. 1, the water blocking structure 1 of the waste disposal site has a water blocking portion 4 laid on the side surface 2 a and the bottom surface 2 b of the recess 2 formed on the ground, and a water collection and drainage pipe unit 3. Most of the recess 2 is made of concrete.

図2および図4に示すように、集排水管ユニット3は、集排水管10と、遮水板11と、集排水管10と遮水板11を接合する接合部12で構成される。   As shown in FIG. 2 and FIG. 4, the water collection and drainage pipe unit 3 is configured of a water collection and drainage pipe 10, a water shielding plate 11, and a joint portion 12 for bonding the water collection and drainage pipe 10 and the water shielding plate 11.

図2に示すように、集排水管10は、その一端が凹部2内に露出するように凹部2の側壁部に埋設されている。凹部2内に溜まった水は集排水管10から外部に排出される。図3に示すように、集排水管10は円管である。集排水管10は、凹部2の底面2bの近傍に配置されている。図1に示すように、集排水管10の凹部2の内側に露出する端部は、側面に複数の孔が形成された有孔集排水管5に連結される。図示は省略するが、有孔集排水管5の周囲は、砕石または栗石によって覆われている。図1に示すように、集排水管10の他端部には、排水管6が接続されており、この排水管6は廃棄物処分場の外部に設けられた汚水処理施設まで延びている。   As shown in FIG. 2, the water collection and drainage pipe 10 is embedded in the side wall portion of the recess 2 so that one end thereof is exposed in the recess 2. Water accumulated in the recess 2 is discharged from the water collection and drain pipe 10 to the outside. As shown in FIG. 3, the water collection and drainage pipe 10 is a circular pipe. The water collection pipe 10 is disposed in the vicinity of the bottom surface 2 b of the recess 2. As shown in FIG. 1, the end of the water collection and drainage pipe 10 exposed to the inside of the recess 2 is connected to a perforated water collection and drainage pipe 5 having a plurality of holes formed on its side surface. Although illustration is omitted, the periphery of the perforated drainage pipe 5 is covered with crushed stone or stone. As shown in FIG. 1, a drainage pipe 6 is connected to the other end of the water collection and drainage pipe 10, and the drainage pipe 6 extends to a sewage treatment facility provided outside the waste disposal site.

集排水管10は、熱可塑性樹脂で形成されている。集排水管10は、耐圧性に優れたポリエチレン製管を用いることが好ましいが、これに限定されるものではない。集排水管10は、例えば、ポリ塩化ビニル樹脂で形成されていてもよい。集排水管10の直径および長さは、廃棄物処分場に応じて適宜設定される。   The water collection and drainage pipe 10 is formed of a thermoplastic resin. Although it is preferable to use polyethylene pipe excellent in pressure resistance, the water collection pipe 10 is not limited to this. The water collection pipe 10 may be made of, for example, polyvinyl chloride resin. The diameter and length of the water collection pipe 10 are appropriately set according to the waste disposal site.

遮水板11は、円形の貫通孔11aを有する平板部材である。遮水板11の貫通孔11aには集排水管10が貫通している。遮水板11は、凹部2の側面2aの一部を形成するように配置される。本実施形態では、遮水板11の下端が凹部2の底面2bに達しているが、遮水板11の下端が凹部2の底面2bより上方に位置していてもよい。また、本実施形態では、遮水板11は正方形に形成されているが(図3参照)、遮水板11の形状はこれに限定されるものではない。遮水板11の大きさは、集排水管10の直径に応じて適宜設定される。一例を挙げると、集排水管10の直径が300mmの場合に、正方形の遮水板11の一辺の長さを400〜900mmとしてもよい。   The water blocking plate 11 is a flat plate member having a circular through hole 11 a. A water collection and drainage pipe 10 penetrates through the through hole 11 a of the water blocking plate 11. The water blocking plate 11 is arranged to form a part of the side surface 2 a of the recess 2. In the present embodiment, the lower end of the water blocking plate 11 reaches the bottom surface 2 b of the recess 2, but the lower end of the water blocking plate 11 may be located above the bottom surface 2 b of the recess 2. Moreover, in this embodiment, although the water blocking board 11 is formed in square (refer FIG. 3), the shape of the water blocking board 11 is not limited to this. The size of the water blocking plate 11 is appropriately set in accordance with the diameter of the water collection pipe 10. As an example, when the diameter of the water collection pipe 10 is 300 mm, the length of one side of the square water blocking plate 11 may be 400 to 900 mm.

遮水板11は、熱可塑性樹脂で形成されている。遮水板11は、集排水管10と同じ熱可塑性樹脂で形成されていることが好ましいが、これに限定されるものではない。遮水板11は、ポリエチレン製が好ましい。遮水板11は、後述する遮水シート20、21よりも剛性が高い。遮水板11の板厚は、例えば20〜50mm程度である。   The water blocking plate 11 is formed of a thermoplastic resin. The water blocking plate 11 is preferably formed of the same thermoplastic resin as the water collection and drainage pipe 10, but is not limited thereto. The water blocking plate 11 is preferably made of polyethylene. The water blocking plate 11 is higher in rigidity than the water blocking sheets 20 and 21 described later. The plate thickness of the water blocking plate 11 is, for example, about 20 to 50 mm.

接合部12は、遮水板11の貫通孔11aの縁部と集排水管10の外周面とを全周にわたって接合している。接合部12は、遮水板11の両面に形成されている。接合部12は、熱可塑性樹脂の融着材で形成されている。接合部12の接合強度を高めるために、接合部12を構成する熱可塑性樹脂は、集排水管10および遮水板11の少なくとも一方を構成する熱可塑性樹脂と同じであることが好ましい。集排水管10、遮水板11、および接合部12が同一の熱可塑性樹脂で形成されていることがより好ましい。   The joint portion 12 joins the edge portion of the through hole 11 a of the water blocking plate 11 and the outer peripheral surface of the water collection pipe 10 along the entire circumference. The joint portions 12 are formed on both sides of the water impermeable plate 11. The bonding portion 12 is formed of a fusion material of a thermoplastic resin. In order to increase the bonding strength of the bonding portion 12, the thermoplastic resin forming the bonding portion 12 is preferably the same as the thermoplastic resin forming at least one of the water collecting and draining pipe 10 and the water blocking plate 11. More preferably, the water collecting and draining pipe 10, the water blocking plate 11, and the joint 12 are formed of the same thermoplastic resin.

次に、遮水部4について説明する。図2に示すように、遮水部4は、上層遮水シート20、下層遮水シート21、上層保護マット22、中層保護マット23、下層保護マット24で構成される。遮水シート20、21および保護マット22、23、24は、可撓性を有している。保護マット22〜24は、遮水シート20、21を保護するために設けられている。なお、図3では、上層保護マット22と後述するバンド27の図示を省略している。   Next, the water blocking unit 4 will be described. As shown in FIG. 2, the water blocking unit 4 is configured of an upper layer water blocking sheet 20, a lower layer water blocking sheet 21, an upper layer protective mat 22, an intermediate layer protective mat 23, and a lower layer protective mat 24. The water blocking sheets 20 and 21 and the protection mats 22, 23 and 24 have flexibility. The protective mats 22 to 24 are provided to protect the water blocking sheets 20 and 21. In FIG. 3, the upper layer protection mat 22 and the band 27 described later are not shown.

凹部2の側面2aのうち貫通孔11aの周囲部以外の部分と、凹部2の底面2bには、下層保護マット24、下層遮水シート21、中層保護マット23、上層遮水シート20、上層保護マット22がこの順で積層されている。下層遮水シート21および上層遮水シート20は、それぞれ、本発明の遮水シートに相当する。遮水板11の表面の貫通孔11aより下側の部分には、下層遮水シート21、上層遮水シート20、上層保護マット22が積層されているが、下層保護マット24と中層保護マット23は配置されていない。   The lower layer protection mat 24, the lower layer water impermeable sheet 21, the middle layer protective mat 23, the upper layer water impermeable sheet 20, and the upper layer protection on portions other than the peripheral portion of the through hole 11 a of the side surface 2 a of the depressed portion 2. The mats 22 are stacked in this order. The lower layer water impermeable sheet 21 and the upper layer water impermeable sheet 20 respectively correspond to the water impermeable sheet of the present invention. The lower layer water impermeable sheet 21, the upper layer water impermeable sheet 20, and the upper layer protective mat 22 are laminated on the surface of the water impermeable plate 11 below the through holes 11 a, but the lower layer protective mat 24 and the middle layer protective mat 23 Is not placed.

上層遮水シート20と下層遮水シート21には、集排水管10が挿通される矩形状の孔が形成されており、この孔の縁部が、それぞれ、遮水板11の表面に接合部25、26によって接合されている。接合部25、26は、遮水板11の表面の貫通孔11aの周囲に全周にわたって形成されている。接合部25、26は、矩形状に形成されている(図3参照)。上層遮水シート20と遮水板11とを接合する接合部25は、下層遮水シート21と遮水板11とを接合する接合部26の内側に形成されている。接合部25、26は、例えばポリエチレンなどの熱可塑性樹脂からなる融着材で形成されている。接合部25、26と遮水板11の接合強度を高めるためには、接合部25、26を構成する熱可塑性樹脂は、遮水板11を構成する熱可塑性樹脂と同じであることが好ましい。   The upper layer water blocking sheet 20 and the lower layer water blocking sheet 21 are formed with rectangular holes through which the water collection and drainage pipe 10 is inserted, and the edge portions of the holes are respectively joined to the surface of the water blocking plate 11 25 and 26 are joined. The bonding portions 25 and 26 are formed all around the through hole 11 a on the surface of the water blocking plate 11. The joint portions 25 and 26 are formed in a rectangular shape (see FIG. 3). The bonding portion 25 for bonding the upper water blocking sheet 20 and the water blocking plate 11 is formed inside the bonding portion 26 for bonding the lower water blocking sheet 21 and the water blocking plate 11. The bonding portions 25 and 26 are formed of, for example, a fusion material made of a thermoplastic resin such as polyethylene. In order to increase the bonding strength between the bonding portions 25 and 26 and the water blocking plate 11, the thermoplastic resin forming the bonding portions 25 and 26 is preferably the same as the thermoplastic resin forming the water blocking plate 11.

上層保護マット22は、凹部2の表面全体に配置されており、集排水管10の外周面に装着されるバンド27によって集排水管10に固定される。下層保護マット24は、凹部2に埋め込まれる固定具(図示せず)によって凹部2に固定される。隣り合う保護マットと遮水シート(例えば上層保護マット22と上層遮水シート20)は、融着材などによって接合されている。また、中層保護マット23に貫通孔11aを設けて、下層遮水シート21と上層遮水シート20とを融着材などによって接合してもよい。   The upper layer protection mat 22 is disposed on the entire surface of the recess 2 and fixed to the water collection and drainage pipe 10 by a band 27 attached to the outer peripheral surface of the water collection and drainage pipe 10. The lower layer protection mat 24 is fixed to the recess 2 by a fixing tool (not shown) embedded in the recess 2. Adjacent protective mats and water impermeable sheets (for example, upper layer protective mat 22 and upper layer water impermeable sheet 20) are joined by a fusion material or the like. The lower layer water impermeable sheet 21 and the upper layer water impermeable sheet 20 may be joined together by a fusion material or the like by providing the through holes 11 a in the middle layer protective mat 23.

遮水シート20、21は、接合部25、26を構成する熱可塑性樹脂と融着が可能なゴムまたは熱可塑性樹脂で形成される。具体的には、例えば、EPDM(エチレンプロピレンゴム)、HDPE(高密度ポリエチレン)、LDPE(低密度ポリエチレン)、VLDPE(超低密度ポリエチレン)、LLDPE(直鎖状低密度ポリエチレン)、PP(ポリプロピレン)、TPE(サーモプラスチックエラストマー)等が用いられる。遮水シート20、21の厚みは、例えば0.5〜3.0mm程度である。   The water-impervious sheets 20 and 21 are formed of rubber or thermoplastic resin that can be fused with the thermoplastic resin that constitutes the bonding portions 25 and 26. Specifically, for example, EPDM (ethylene propylene rubber), HDPE (high density polyethylene), LDPE (low density polyethylene), VLDPE (ultra low density polyethylene), LLDPE (linear low density polyethylene), PP (polypropylene) , TPE (thermoplastic elastomer), etc. are used. The thickness of the water blocking sheets 20 and 21 is, for example, about 0.5 to 3.0 mm.

保護マット22〜24は、例えば、ポリエステル、アクリル、ポリプロピレン、ポリエチレンなどの合成樹脂で形成されている。保護マット22〜24の形態は、不織布、織布、発泡体、不織布と樹脂シートの貼り合わせ材、不織布と発泡体の貼り合わせ材、または、発泡体と樹脂シートの貼り合わせ材などである。保護マット22〜24の厚みは、例えば3〜20mm程度であり。遮水シート20、21の厚みよりも厚い。   The protective mats 22 to 24 are made of, for example, a synthetic resin such as polyester, acrylic, polypropylene or polyethylene. The form of the protective mats 22 to 24 is a non-woven fabric, a woven fabric, a foam, a bonding material of non-woven fabric and a resin sheet, a bonding material of non-woven fabric and a foam, or a bonding material of a foam and a resin sheet. The thickness of the protective mats 22 to 24 is, for example, about 3 to 20 mm. It is thicker than the thickness of the water blocking sheet 20, 21.

以下、廃棄物処分場の遮水構造1を形成する遮水工法について説明する。   Hereinafter, the water blocking method for forming the water blocking structure 1 of the waste disposal site will be described.

まず、工場や作業所など廃棄物処分場の工事現場以外の場所で、集排水管ユニット3を作成する。具体的には、まず、遮水板11に形成された貫通孔11aに集排水管10を挿通し、所定の位置で仮固定する。そして、溶融した熱可塑性樹脂を加熱押出機(図示せず)によって棒状に押し出した融着材を、貫通孔11aの縁部に沿って配置していく。融着材が冷却固化することで接合部12が形成されて、遮水板11と集排水管10が接合される。集排水管ユニット3を作成する工程が、本発明の接合工程に相当する。   First, the drainage pipe unit 3 is created at a place other than the construction site of the waste disposal site such as a factory or a work place. Specifically, first, the water collection and drainage pipe 10 is inserted into the through hole 11 a formed in the water blocking plate 11 and temporarily fixed at a predetermined position. Then, a fusion material obtained by extruding the melted thermoplastic resin in a rod shape by a heating extruder (not shown) is disposed along the edge of the through hole 11a. The bonding material 12 is cooled and solidified to form the bonding portion 12, and the water blocking plate 11 and the water collection and drainage pipe 10 are bonded. The process of producing the water collection and drainage pipe unit 3 corresponds to the bonding process of the present invention.

続いて、集排水管ユニット3に対して、接合部12の水密性(遮水性)の検査を行う。そして、水密性の検査をパスした集排水管ユニット3を廃棄物処分場の工現現場に持ち込む。なお、水密性検査の一例を以下に挙げる。集排水管10と遮水板11と接合する前に予め、集排水管10の表面に電極(電線など)を配置しておく。そして、集排水管10と遮水板11と接合した後、接合部12の表面に高電圧をかける(例えば高電圧をかけたブラシで接合部12の表面をなでる)。接合部12内部の電極と通電してスパークが発生した箇所を、接合部12の欠陥(ピンホール)として検出し、欠陥があれば水密性に問題があると判定する。   Subsequently, the water tightness (water impermeability) of the joint 12 is inspected for the water collection and drainage pipe unit 3. Then, the drainage and drainage pipe unit 3 that has passed the watertightness inspection is brought to the site of the waste disposal site. In addition, an example of a water tightness test is given below. Before joining the water collection pipe 10 and the water blocking plate 11, an electrode (such as a wire) is disposed on the surface of the water collection pipe 10 in advance. Then, after the water collecting and draining pipe 10 and the water blocking plate 11 are joined, a high voltage is applied to the surface of the joint 12 (for example, the surface of the joint 12 is stroked with a brush applied with a high voltage). The electrode in the bonding portion 12 is energized to detect a portion where a spark is generated as a defect (pinhole) of the bonding portion 12. If there is a defect, it is determined that there is a problem in water tightness.

廃棄物処分場の工事現場においては、図5に示すように、地面に形成された窪地30の底面に、コンクリートで底部31を形成する。この底部31の上面が、凹部2の底面2bとなる。底部31の上に、窪地30の側面に沿って、外側型枠32を設置する。この外側型枠32の窪地30の側面と反対側に、鉄筋33を設置する。続いて、鉄筋33を外側型枠32との間に挟むように、内側型枠34を設置する。また、外側型枠32の窪地30の側面と反対側に、集排水管ユニット3を設置する。集排水管ユニット3の遮水板11と内側型枠34は、外側型枠32から所定の間隔を空けた位置に配置される。より詳細には、遮水板11の外側型枠32と反対側の面は、内側型枠34の外側型枠32と対向する面と同一平面上に配置される。   At the construction site of the waste disposal site, as shown in FIG. 5, the bottom 31 of concrete is formed on the bottom of the depression 30 formed on the ground. The upper surface of the bottom 31 is the bottom 2 b of the recess 2. An outer form 32 is placed on the bottom 31 along the side of the recess 30. The reinforcing bars 33 are installed on the side opposite to the side surface of the depression 30 of the outer formwork 32. Subsequently, the inner formwork 34 is installed so as to sandwich the reinforcing bar 33 with the outer formwork 32. Further, the water collection and drainage pipe unit 3 is installed on the side opposite to the side surface of the depression 30 of the outer form 32. The water blocking plate 11 and the inner formwork 34 of the water collection and drainage pipe unit 3 are disposed at a position spaced apart from the outer formwork 32 by a predetermined distance. More specifically, the surface of the water blocking plate 11 opposite to the outer mold 32 is disposed on the same plane as the surface of the inner mold 34 facing the outer mold 32.

次に、外側型枠32と、内側型枠34および遮水板11との間に、コンクリートを流し込む。コンクリートが固化して、コンクート壁体(凹部2の側壁部)が形成された後、外側型枠32および内側型枠34を除去して、コンクリート壁体の背面に土を埋め戻す。   Next, concrete is poured between the outer form 32 and the inner form 34 and the water blocking plate 11. After the concrete is solidified to form the concrete wall (the side wall portion of the recess 2), the outer form 32 and the inner form 34 are removed, and the soil is backfilled on the back of the concrete wall.

その後、凹部2の側面2aおよび底面2bに遮水部4を敷設する。このとき、下層遮水シート21に形成された矩形状の孔に集排水管10を挿通して、遮水板11の表面に下層遮水シート21の孔の縁部を接合する。具体的には、遮水板11と集排水管10とを接合する際と同様に、溶融した熱可塑性樹脂を加熱押出機(図示せず)によって棒状に押し出した融着材を、遮水板11の表面に仮固定した下層遮水シート21の孔の縁部に沿って配置していく。融着材が冷却固化することで接合部26が形成される。その後、同様の手順で、上層遮水シート20を遮水板11の表面に接合する。以上により、遮水構造1の施工が完了する。   Thereafter, the water blocking portion 4 is laid on the side surface 2 a and the bottom surface 2 b of the recess 2. At this time, the water collection and drainage pipe 10 is inserted into the rectangular hole formed in the lower layer water shielding sheet 21, and the edge of the hole of the lower layer water shielding sheet 21 is joined to the surface of the water shielding plate 11. Specifically, as in the case of bonding the water blocking plate 11 and the water collection pipe 10, the water blocking plate is obtained by extruding a melted thermoplastic resin into a rod shape by a heating extruder (not shown). It arrange | positions along the edge of the hole of the lower layer water-permeable sheet 21 temporarily fixed to the surface of 11. As shown in FIG. The bonding portion 26 is formed by cooling and solidifying the fusion material. Thereafter, the upper impermeable sheet 20 is joined to the surface of the impermeable plate 11 in the same procedure. Thus, the construction of the water blocking structure 1 is completed.

本実施形態の集排水管ユニット3では、熱可塑性樹脂で形成された遮水板11および集排水管10が、熱可塑性樹脂からなる融着材によって融着接合されている。接合にプライマー等が不要であるため、接合作業を容易に行うことができる。また、接着剤とプライマーを用いて接合する場合に比べて、接合部12の接合強度を高めることができ、それにより、接合部12の水密性を高めることができる。
また、遮水板11は遮水シート20、21よりも剛性が高いため、遮水シート20、21と集排水管10とを接合する場合に比べて、遮水板11と集排水管10とを接合する作業が行いやすい。また、遮水板11は、平坦状であるため、遮水板11を形成しやすい。
以上のように、本実施形態の集排水管ユニット3は、容易に形成できると共に、接合部12の水密性が高い。
In the water collection and drainage pipe unit 3 of the present embodiment, the water blocking plate 11 and the water collection and drainage pipe 10 formed of a thermoplastic resin are fusion-bonded by a fusion material made of a thermoplastic resin. Since a primer etc. are unnecessary for joining, joining operation can be performed easily. Moreover, compared with the case where it joins using an adhesive agent and a primer, the joint strength of the junction part 12 can be raised, and, thereby, the water tightness of the junction part 12 can be improved.
Further, since the water blocking plate 11 is higher in rigidity than the water blocking sheets 20 and 21, the water blocking plate 11 and the water collecting and draining pipe 10 are compared with the case where the water blocking sheets 20 and 21 and the water collecting and draining pipe 10 are joined. It is easy to do the work of joining the Moreover, since the water blocking plate 11 is flat, it is easy to form the water blocking plate 11.
As described above, the water collection and drainage pipe unit 3 of the present embodiment can be easily formed, and the water tightness of the joint 12 is high.

集排水管10と遮水板11と接合部12が、同一の熱可塑性樹脂で形成されている場合には、接合部12の接合強度をより高めて、接合部12の水密性をより向上させることができる。また、集排水管10と遮水板11と接合部12が、ポリエチレンで形成されている場合には、集排水管10、遮水板11、および接合部12の耐久性を向上できる。   When the water collecting and draining pipe 10, the water blocking plate 11, and the joint 12 are formed of the same thermoplastic resin, the joint strength of the joint 12 is further enhanced, and the water tightness of the joint 12 is further improved. be able to. Moreover, when the water collecting pipe 10, the water shielding plate 11, and the junction part 12 are formed with polyethylene, durability of the water collecting pipe 10, the water shielding plate 11, and the junction part 12 can be improved.

本実施形態の遮水工法では、外側型枠32から所定の間隔を空けて、集排水管10に接合された遮水板11と内側型枠34とを設置して、集排水管10の一部を外側型枠32と内側型枠34との間に配置した状態で、コンクリートを打設して凹部2の側壁部を形成している。このように、集排水管10を設置した状態で、凹部2の側壁部を形成するため、コンクリートで凹部2の側壁部を形成した後に、側壁部に集排水管10を設置する場合に比べて、作業工程を簡略化できる。
また、集排水管10と遮水板11を設置した状態で、凹部2の側壁部を形成することにより、集排水管10および遮水板11を凹部2に強固に固定できるため、遮水構造1の耐久性および遮水性を向上できる。
In the water blocking method according to the present embodiment, the water blocking plate 11 and the inner frame 34 joined to the water collecting and draining pipe 10 are installed at predetermined intervals from the outer form 32, and Concrete is cast to form a side wall portion of the recess 2 in a state where the portion is disposed between the outer form 32 and the inner form 34. Thus, in order to form the side wall part of the recessed part 2 in the state which installed the water drain pipe 10, after forming the side wall part of the recessed part 2 with concrete, compared with the case where the drain pipe 10 is installed in a side wall part The work process can be simplified.
Further, by forming the side wall portion of the recess 2 in a state where the water collecting and draining pipe 10 and the water blocking plate 11 are installed, the water collecting and draining pipe 10 and the water blocking plate 11 can be firmly fixed to the recess 2. 1 can improve the durability and impermeability of water.

以上、本発明の好適な実施の形態について説明したが、本発明は上述の実施形態に限られるものではなく、特許請求の範囲に記載した限りにおいて様々な変更が可能である。   As mentioned above, although the preferred embodiment of the present invention was described, the present invention is not limited to the above-mentioned embodiment, and various modifications can be made within the scope of the claims.

図6および図7に示すように、遮水構造1は、集排水管10を支持する支持部材7を備えていてもよい。支持部材7は、集排水管10の凹部2内に露出している部分を支持する。支持部材7は、凹部2の底面2bに配置される。厳密には、支持部材7は、底面2bに配置された遮水部4の上に配置される。つまり、支持部材7は、凹部2の側面2aおよび底面2bに遮水部4を敷設した後に、設置される。支持部材7は、集排水管10の凹部2内に露出している部分のうち、管軸方向の中央部よりも先端側を支持することが好ましい。支持部材7は、鋼などの金属材料、または、合成樹脂で形成される。支持部材7の形状は、図6および図7に示す形状に限定されない。   As shown in FIG. 6 and FIG. 7, the water blocking structure 1 may include a support member 7 that supports the water collection and drainage pipe 10. The support member 7 supports a portion of the water collection and drainage pipe 10 exposed in the recess 2. The support member 7 is disposed on the bottom surface 2 b of the recess 2. Strictly, the support member 7 is disposed on the water blocking portion 4 disposed on the bottom surface 2 b. That is, the support member 7 is installed after laying the water blocking portion 4 on the side surface 2 a and the bottom surface 2 b of the recess 2. It is preferable that the support member 7 support the tip end side of the central portion in the tube axial direction among the portions exposed in the recess 2 of the water collection and drainage pipe 10. The support member 7 is formed of a metal material such as steel or a synthetic resin. The shape of the support member 7 is not limited to the shapes shown in FIGS. 6 and 7.

支持部材7を設けることにより、集排水管10の凹部2内に露出した部分が、集排水管10の自重や経年劣化によって、撓みなどの変形を起こすのを抑制できる。遮水構造を形成する際に集排水管10が撓み変形すると、集排水管10に有孔集排水管5を接続する作業が行いにくくなる。また、集排水管10が撓み変形した場合、遮水板11と集排水管10とを接合する接合部12に剥がれ等の破損が生じる場合がある。支持部材7を設けて集排水管10の撓み変形を抑制することで、集排水管10と有孔集排水管5との接続作業が行いやすくなると共に、接合部12の破損を抑制できる。   By providing the support member 7, it is possible to suppress that a portion of the water collection and drainage pipe 10 exposed in the recess 2 causes deformation such as bending due to its own weight and aging deterioration of the water collection and drainage pipe 10. When the water collection and drainage pipe 10 is bent and deformed when forming the water shielding structure, it becomes difficult to perform the work of connecting the perforated water collection and drainage pipe 5 to the water collection and drainage pipe 10. In addition, when the water collection and drainage pipe 10 is bent and deformed, damage such as peeling may occur in the joint portion 12 that joins the water blocking plate 11 and the water collection and drainage pipe 10. By providing the support member 7 to suppress the bending deformation of the water collection and drainage pipe 10, the connection work between the water collection and drainage pipe 10 and the perforated water collection and drainage pipe 5 can be easily performed, and the breakage of the joint 12 can be suppressed.

上記実施形態では、遮水板11の表面の貫通孔11aより下側の部分には、下層保護マット24と中層保護マット23は配置されていないが、下層保護マット24と中層保護マット23の少なくとも一方が配置されていてもよい。   In the above embodiment, the lower layer protection mat 24 and the middle layer protection mat 23 are not disposed in the lower part of the surface of the water shielding plate 11 than the through holes 11a, but at least at least the lower layer protection mat 24 and the middle layer protection mat 23 One may be arranged.

上記実施形態では、内側型枠34の一部と遮水板11の一部が重なるように内側型枠34が配置されているが、遮水板11の外側に内側型枠34を配置してもよい。つまり、矩形状の開口が形成されるように内側型枠34を設置して、この開口部に遮水板11を嵌合させてもよい。   In the above embodiment, the inner mold 34 is disposed so that a part of the inner mold 34 and a part of the water blocking plate 11 overlap, but the inner mold 34 is disposed outside the water blocking board 11 It is also good. That is, the inner formwork 34 may be installed to form a rectangular opening, and the water blocking plate 11 may be fitted to the opening.

上記実施形態では、遮水板11の表面は、凹部2のコンクリート壁体の表面と面一に配置されているが、面一でなくてもよい。   In the said embodiment, although the surface of the water blocking board 11 is arrange | positioned flush | level with the surface of the concrete wall of the recessed part 2, it may not be flush | level.

上記実施形態は、本発明を廃棄物処分場の遮水構造に適用した一例であるが、本発明の適用対象は廃棄物処分場の遮水構造に限定されない。本発明は、地面に形成された凹部の側面および底面に遮水シートを敷設して、当該凹部の内外を連通管によって連通させた遮水構造であれば、廃棄物処分場以外の遮水構造にも適用可能である。例えば、河川増水時に水量を調整するための調整池や、河川水や雨水を貯水するため池などの遮水構造に本発明を適用してもよい。本発明の連通管は、凹部から外部に水を排出するものであってもよく、凹部内に水を流入させるものであってもよい。   Although the said embodiment is an example which applied this invention to the impermeable structure of a waste disposal site, the application object of this invention is not limited to the impermeable structure of a waste disposal site. The present invention lays a water-impervious sheet on the side and bottom of a recess formed on the ground, and if it is a water-impervious structure in which the inside and the outside of the recess are communicated by a communicating pipe, the water-impervious structure other than waste disposal site Is also applicable. For example, the present invention may be applied to a water control structure such as a control reservoir for adjusting the amount of water at the time of river increase, and a reservoir for storing river water and rain water. The communication pipe of the present invention may be one for discharging water from the recess to the outside, or may be one for letting water flow into the recess.

上記実施形態では、地面に形成された窪地30の側面を利用して型枠(32、34)を設置して、コンクリートにより凹部2を形成しているが、遮水シートが敷設される本発明の凹部の構造および形成方法はこれに限定されない。例えば、平地上に型枠を設けてコンクリートにより凹部の側壁部を形成してもよい。また、一部だけ地形を利用して型枠を設置して、コンクリートにより凹部の側壁部を形成してもよい。また、凹部の側壁部は、コンクリートブロックを並べることで形成されていてもよい。また、凹部の一部が土で形成されていてもよい。例えば、凹部の側壁部のうち、連通管ユニットの周囲をコンクリートで形成し、その他の部分を土で形成してもよい。   In the above embodiment, the molds (32, 34) are installed using the side surface of the depression 30 formed on the ground, and the concave portion 2 is formed by concrete. The structure and formation method of the concave portion of are not limited to this. For example, a formwork may be provided on a flat surface, and the side wall portion of the recess may be formed of concrete. Alternatively, the formwork may be installed utilizing the topography only in part, and the side wall portion of the recess may be formed of concrete. Moreover, the side wall part of a recessed part may be formed by arranging a concrete block. In addition, a part of the recess may be formed of soil. For example, of the side wall portions of the recess, the periphery of the communicating pipe unit may be formed of concrete, and the other portion may be formed of soil.

1 廃棄物処分場の遮水構造
2 凹部
2a 側面
2b 底面
3 集排水管ユニット(連通管ユニット)
4 遮水部
5 有孔集排水管
6 排水管
10 集排水管(連通管)
11 遮水板
12 接合部
20 上層遮水シート(遮水シート)
21 下層遮水シート(遮水シート)
22 上層保護マット
23 中層保護マット
24 下層保護マット
25 接合部
26 接合部
32 外側型枠
34 内側型枠
1 Water-impervious structure of waste disposal site 2 Recess 2a Side 2b Bottom 3 Collector and drainage pipe unit (communication pipe unit)
4 water blocking part 5 perforated water collection and drainage pipe 6 drainage pipe 10 water collection and drainage pipe (communication pipe)
11 water impermeable plate 12 joint portion 20 upper layer water impermeable sheet (water impermeable sheet)
21 Lower layer impermeable sheet (impermeable sheet)
22 upper layer protection mat 23 middle layer protection mat 24 lower layer protection mat 25 bonding portion 26 bonding portion 32 outer molding frame 34 inner molding frame

Claims (6)

地面に形成された凹部の側面および底面に遮水シートを敷設して、前記凹部の内外を連通管によって連通させる遮水構造に用いられ、
貫通孔を有する平板状であって、前記遮水シートよりも剛性が高く、前記凹部の側面の一部を形成するように配置される熱可塑性樹脂製の1枚の遮水板と、
前記遮水板の前記貫通孔を貫通しており、その一端が前記凹部内に露出するように前記凹部の側壁部に埋設される熱可塑性樹脂製の前記連通管と、
熱可塑性樹脂からなる融着材によって形成され、前記遮水板の前記貫通孔の縁部と前記連通管の外周面とを全周にわたって接合する接合部と、を有し、
前記遮水板は、前記凹部の側面の一部を形成するように、前記連通管に対して斜めに設けられ、
前記連通管は、前記凹部の底部から間隔があって、前記遮水板から前記凹部の内側方向に突き出る部分と、前記側壁部に埋設されるよう、遮水板から前記凹部の外側方向に突き出る部分とからなることを特徴とする連通管ユニット。
It is used for a water blocking structure in which a water blocking sheet is laid on the side surface and bottom surface of a recess formed on the ground, and the inside and the outside of the recess are communicated by a communicating pipe,
One water-impervious plate made of thermoplastic resin, which is a flat plate having a through hole, which is higher in rigidity than the water-impervious sheet, and is disposed to form a part of the side surface of the recess;
The communication pipe made of a thermoplastic resin embedded in the side wall portion of the recess so as to pass through the through hole of the water impermeable plate and expose one end thereof in the recess;
Formed by fusing material made of thermoplastic resin, have a, a joining portion for joining over the entire circumference of the outer peripheral surface of the through-hole edge and the communicating pipe of the water shielding plate,
The water blocking plate is provided obliquely to the communicating pipe so as to form a part of the side surface of the recess,
The communication pipe is spaced from the bottom of the recess, and protrudes in the outward direction of the recess from the water blocking plate so as to be embedded in a portion protruding inward of the recess from the water blocking plate and the side wall portion communicating pipe unit, wherein Rukoto such from the portion.
前記連通管と前記遮水板と前記接合部が、同一の熱可塑性樹脂で形成されていることを特徴とする請求項1に記載の連通管ユニット。   The communication pipe unit according to claim 1, wherein the communication pipe, the water blocking plate, and the joint portion are formed of the same thermoplastic resin. 前記連通管と前記遮水板と前記接合部が、ポリエチレンで形成されていることを特徴とする請求項2に記載の連通管ユニット。   The communication pipe unit according to claim 2, wherein the communication pipe, the water blocking plate, and the joint portion are formed of polyethylene. 地面に形成された凹部の側面および底面に遮水シートを敷設して、前記凹部の内外を連通管によって連通させる遮水構造であって、
貫通孔を有する平板状であって、前記遮水シートよりも剛性が高く、前記凹部の側面の一部を形成する熱可塑性樹脂製の1枚の遮水板と、
前記遮水板の前記貫通孔を貫通しており、その一端が前記凹部内に露出するように前記凹部の側壁部に埋設される熱可塑性樹脂製の前記連通管と、
熱可塑性樹脂からなる融着材によって形成され、前記遮水板の前記貫通孔の縁部と前記連通管の外周面とを全周にわたって接合する接合部と、
前記遮水板の凹部の内側方向の表面であって、前記貫通孔の周囲に全周にわたって接合される前記遮水シートと、を有し、
前記遮水板は、前記凹部の側面の一部を形成するように、前記連通管に対して斜めに設けられ、
前記連通管は、前記凹部の底部から間隔があって、前記遮水板から前記凹部の内側方向に突き出る部分と、前記側壁部に埋設されるよう、遮水板から前記凹部の外側方向に突き出る部分とからなることを特徴とする遮水構造。
A water blocking structure is provided by laying a water blocking sheet on the side surface and the bottom surface of a recess formed on the ground, and communicating the inside and the outside of the recess by a communicating pipe,
One water-impervious plate made of thermoplastic resin, which is a flat plate having a through hole, which is higher in rigidity than the water-impervious sheet and which forms a part of the side surface of the recess,
The communication pipe made of a thermoplastic resin embedded in the side wall portion of the recess so as to pass through the through hole of the water impermeable plate and expose one end thereof in the recess;
A bonding portion formed of a fusion material made of a thermoplastic resin and bonding an edge portion of the through hole of the water shielding plate and an outer peripheral surface of the communicating pipe over the entire circumference;
An inner direction of the surface of the concave portion of the water shielding plate, have a, and the water shield sheets to be joined over the entire periphery around the through hole,
The water blocking plate is provided obliquely to the communicating pipe so as to form a part of the side surface of the recess,
The communication pipe is spaced from the bottom of the recess, and protrudes in the outward direction of the recess from the water blocking plate so as to be embedded in a portion protruding inward of the recess from the water blocking plate and the side wall portion water-impervious structure, wherein Rukoto such from the portion.
地面に形成された凹部の側面および底面に遮水シートを敷設して、前記凹部の内外を連通管によって連通させる遮水構造を形成する遮水工法であって、
平坦状であって、前記遮水シートよりも剛性が高い熱可塑性樹脂製の1枚の遮水板に形成された貫通孔に、熱可塑性樹脂製の前記連通管を貫通させて、前記遮水板の前記貫通孔の縁部と前記連通管の外周面とを、溶融した熱可塑性樹脂からなる融着材を用いて全周にわたって接合する接合工程と、
前記凹部の側面の一部となる位置に、前記接合工程によって前記連通管に接合された前記遮水板を配置した状態で、前記凹部の側壁部を形成する側壁部形成工程と、
前記側壁部形成工程の後、前記遮水板の凹部の内側方向の表面であって、前記貫通孔の周囲に全周にわたって前記遮水シートを接合すると共に、前記凹部の側面および底面に前記遮水シートを敷設する遮水シート敷設工程と、を有し、
前記接合工程において、前記遮水板は、前記凹部の側面の一部を形成するように、前記連通管に対して斜めに設けられ、前記連通管は、前記凹部の底部から間隔があって、前記遮水板から前記凹部の内側方向に突き出る部分と、前記側壁部に埋設されるよう、遮水板から前記凹部の外側方向に突き出る部分とからなるように設けられることを特徴とする遮水工法。
A water blocking construction method of laying a water blocking sheet on the side surface and the bottom surface of a recess formed on the ground to form a water blocking structure in which the inside and the outside of the recess are communicated by a communicating pipe,
The communication pipe made of thermoplastic resin is made to penetrate through a through hole formed in a single water shielding plate made of thermoplastic resin, which is flat and has higher rigidity than the water shielding sheet. Bonding the edges of the through holes of the plate and the outer peripheral surface of the communicating pipe over the entire periphery using a fusion material made of a melted thermoplastic resin;
A side wall portion forming step of forming a side wall portion of the recess in a state in which the water blocking plate joined to the communicating pipe in the joining step is disposed at a position which is a part of the side surface of the recess;
After the side wall portion forming step, the water-impervious sheet is bonded to the inner surface of the concave portion of the water-impervious plate around the entire periphery of the through hole, and the water shield is formed on the side and bottom of the concave portion. a water shield sheet laying step for laying a water sheet, was closed,
In the bonding step, the water blocking plate is provided obliquely to the communication pipe so as to form a part of the side surface of the recess, and the communication pipe is spaced from the bottom of the recess, an inner direction protruding portion of the shielding said recess from the water plate, so as to be embedded in the side wall portions, shielding and wherein Rukoto provided to comprise a portion projecting outwardly of said recess from water shield plate Water method.
前記側壁部形成工程の前に、前記凹部の前記側壁部を形成する位置に、外側型枠を設置すると共に、前記外側型枠から所定の間隔を空けて、内側型枠と、前記接合工程によって前記連通管に接合された前記遮水板とを設置する型枠設置工程を行い、
前記側壁部形成工程において、前記外側型枠と、前記内側型枠および前記遮水板との間に、コンクリートを流し込んで固化させた後、前記外側型枠および前記内側型枠を除去することを特徴とする請求項5に記載の遮水工法。
Before the side wall forming step, an outer mold is installed at a position where the side wall of the recess is to be formed, and a predetermined distance is provided from the outer mold to form an inner mold and the bonding step. Performing a form setting process of installing the water blocking plate joined to the communication pipe;
In the side wall portion forming step, concrete is poured between the outer mold, the inner mold and the water blocking plate and solidified, and then the outer mold and the inner mold are removed. The water blocking method according to claim 5, characterized in that:
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