JP5442152B1 - Waterproof structure for inorganic waste and method for forming the same - Google Patents

Waterproof structure for inorganic waste and method for forming the same Download PDF

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JP5442152B1
JP5442152B1 JP2013155340A JP2013155340A JP5442152B1 JP 5442152 B1 JP5442152 B1 JP 5442152B1 JP 2013155340 A JP2013155340 A JP 2013155340A JP 2013155340 A JP2013155340 A JP 2013155340A JP 5442152 B1 JP5442152 B1 JP 5442152B1
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waterproof structure
layer
compacted
inorganic waste
retaining wall
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JP2015024375A (en
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藤吉郎 山口
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Fuji Corp 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
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    • Y02W30/30Landfill technologies aiming to mitigate methane emissions

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Abstract

【課題】圧密成形体層の側面に対する雨水の接触を防止することができる無機廃棄物用防水構造体を提供する。
【解決手段】無機廃棄物用防水構造体は、擁壁1の内周面と圧密成形体層22との間に配置された第1の防水構造体12と、圧密成形体層22上に敷設された第2の防水構造体4とを備える。圧密成形体層22は、上面に凹部22aが形成される。第2の防水構造体4は、圧密成形体層22の周縁部を覆う被覆部42と、被覆部42の擁壁1側に形成され、擁壁1に沿って上方に折り曲げられた折曲部41と、被覆部42の内周側に形成された固定部43を有する。折曲部41の端部は、第1の防水構造体12に溶着され、固定部43の端部は、圧密成形体層22の凹部22aに配置されるとともに、凹部22aに投入されたセメント混練物6によって固定される。
【選択図】図3
A waterproof structure for inorganic waste that can prevent contact of rainwater with the side surface of a compacted molded body layer is provided.
A waterproof structure for inorganic waste is laid on a first waterproof structure 12 disposed between an inner peripheral surface of a retaining wall 1 and a compacted molded body layer 22, and the consolidated molded body layer 22. Second waterproof structure 4 is provided. The compacted body layer 22 has a recess 22a on the upper surface. The second waterproof structure 4 includes a covering portion 42 that covers the peripheral edge of the compacted molded body layer 22, and a bent portion that is formed on the retaining wall 1 side of the covering portion 42 and is bent upward along the retaining wall 1. 41 and a fixing portion 43 formed on the inner peripheral side of the covering portion 42. The end portion of the bent portion 41 is welded to the first waterproof structure 12, and the end portion of the fixing portion 43 is disposed in the concave portion 22a of the compacted molded body layer 22, and the cement kneaded charged into the concave portion 22a. It is fixed by the object 6.
[Selection] Figure 3

Description

本発明は、廃棄物の埋立処分を行う最終処分場において、無機廃棄物を含む盛土材を埋め立てて得られる圧密成形体と雨水との接触を防止する無機廃棄物用防水構造体及びその形成方法に関する。   The present invention relates to a waterproof structure for inorganic waste and a method for forming the waterproof structure for preventing contact between a compacted body obtained by landfilling an embankment material containing inorganic waste and rainwater at a final disposal site where the waste is landfilled. About.

従来、廃棄物の埋立処分を行う最終処分場は、日本では、廃棄物の処理及び清掃に関する法律に定められた構造基準と維持管理基準に基づいて設置・運営される。その最終処分場に運び込まれた廃棄物は、同法に定められた廃棄物の区分に従って埋立処分される。   Conventionally, final landfill sites for landfill disposal of waste are established and operated in Japan based on the structural standards and maintenance standards defined in the Waste Disposal and Cleaning Law. The waste brought to the final disposal site is disposed of in landfill according to the waste classification stipulated in the law.

本願発明者は、そのような埋立処分を行う区画内にセメントと無機廃棄物を混練した盛土材を用いてセメント固化物を形成し、最終的には区画全体をそのセメント固化物により、強固な再生地盤として圧密成形体を得る技術を開示している(特許文献1参照)。   The inventor of the present application forms a cement solidified material using a banking material in which cement and inorganic waste are kneaded in a section where such landfill disposal is performed, and finally the entire section is solidified by the cement solidified material. The technique which obtains a compacting body as a reproduction | regeneration ground is disclosed (refer patent document 1).

その技術において、圧密成形体は、埋立処分を行う区画内に鉄板や仮設堰堤等によって単位区画を形成し、その単位区画内に盛土材の投入と圧縮を繰り返して単位圧密成形体を形成し、その単位圧密成形体を水平方向に展開して圧密成形体層を形成し、その圧密成形体層を積層していくことによって得ることができる。   In the technology, the compacted compact forms a unit section by a steel plate or a temporary dam in a section where landfill disposal is performed, and a unit compacted compact is formed by repeatedly charging and compressing the filling material in the unit section. The unit compacted compact can be obtained by spreading the compacted compact in the horizontal direction to form a compacted compact layer, and laminating the compacted compact layer.

また、本願発明者は、そのような圧密成形体に含まれている無機廃棄物中の有害物質が雨水に溶出することを防止するために、埋立処分を行う区画を規定する擁壁と圧密成形体との間や、圧密成形体とそれを覆う覆土等との間に防水構造体を設け、圧密成形体と雨水との接触を防止する技術を開示している(特許文献2参照)。   In addition, the inventor of the present application is to provide a retaining wall and a compacting molding for defining a section for landfill disposal in order to prevent harmful substances in inorganic waste contained in such a compacting compact from eluting into rainwater. A technique is disclosed in which a waterproof structure is provided between the body and between the compacted compact and the covering soil covering it to prevent contact between the compacted compact and rainwater (see Patent Document 2).

特許第4317260号公報Japanese Patent No. 4317260 特許第4397050号公報Japanese Patent No. 4397050

ここで、本願発明者は鋭意の試験研究により、最終処分場において、単位圧密成形体や圧密成形体層を次々と製造していく過程においても、単位圧密成形体や圧密成形体層と雨水とが接触することを防止することが望ましいことを知見した。   Here, the inventor of the present application has made a unit compacted compact, a compacted compact layer, and rainwater in the process of manufacturing unit compacted compacts and compacted compact layers one after another by a final test site. Has been found to be desirable to prevent contact.

また、本願発明者は、特許文献1において開示されている技術を用いた場合、単位圧密成形体同士の間や圧密成形体層同士の間には雨水の浸入は防止できるので、圧密成形体層と擁壁との間への雨水の浸入、具体的には、圧密成形体層の側面に対する雨水の接触を防止することが重要であることも知見した。   Moreover, when this inventor uses the technique currently disclosed in patent document 1, since intrusion of rain water can be prevented between unit compacting compacts or between compacting compacts, a compacting compact layer It was also found that it is important to prevent rainwater from entering between the wall and the retaining wall, specifically, contact of rainwater with the side surface of the compacted body layer.

本発明は以上の点に鑑みてなされたものであり、圧密成形体層の側面に対する雨水の接触を防止することができる無機廃棄物用防水構造体及びその形成方法を提供することを目的とする。   This invention is made | formed in view of the above point, and it aims at providing the waterproof structure for inorganic waste which can prevent the contact of the rainwater with respect to the side surface of a compacting molded object layer, and its formation method. .

上記目的を達成するために、本発明の無機廃棄物用防水構造体は、擁壁によって形成された区画に無機廃棄物を含む盛土材を埋め立てて得られる圧密成形体層を積層して形成された圧密成形体と雨水との接触を防止する無機廃棄物用防水構造体であって、下側圧密成形体層と、下側圧密成形体層の上に形成された上側圧密成形体層と、擁壁の内周面と下側圧密成形体層及び上側圧密成形体層との間に配置された第1の防水構造体と、下側圧密成形体層上に敷設された第2の防水構造体とを備え、下側圧密成形体層は、上面に凹部が形成され、第2の防水構造体は、下側圧密成形体層の周縁部を覆う被覆部と、被覆部の擁壁側に形成され、擁壁に沿って上方に折り曲げられた折曲部と、被覆部の内周側に形成された固定部を有し、折曲部の端部は、第1の防水構造体に溶着され、固定部の端部は、下側圧密成形体層の凹部に配置されるとともに、凹部に投入されたセメント混練物によって固定され、上側圧密成形体層は、第2の防水構造体を埋め込むようにして形成されていることを特徴とする。 In order to achieve the above object, the waterproof structure for inorganic waste according to the present invention is formed by laminating a compacted molded body layer obtained by filling a banking material containing inorganic waste in a section formed by a retaining wall. A waterproof structure for inorganic waste that prevents contact between the compacted compact and rainwater, a lower compacted compact layer, and an upper compacted compact layer formed on the lower compacted compact layer, second waterproof structure and the first waterproof structure, laid in the lower compacting element layer disposed between the inner peripheral surface of the retaining wall and the lower the compacting layer and the upper lateral pressure-tight molded body layer and a body, the lower the compacting layer, a concave portion is formed on the upper surface, the second waterproof structure comprises a covering portion covering the periphery of the lower compacting layer, the retaining wall of the cover portion is formed, has a bent portion that is bent upward along the retaining wall, and a fixing portion formed on the inner peripheral side of the cover portion, the end of the bent portion Is welded to the first waterproof structure, the end portion of the fixing portion is disposed in the recess of the lower compacting layer, is fixed by a cement kneaded product was put into the recess, the upper side pressure tight molded body layer It is characterized that you have been formed so as to fill the second waterproof structure.

このように、本発明の無機廃棄物用防水構造体の第2の防水構造体は、被覆部の外周側に形成され、擁壁に沿って上方に折り曲げられた折曲部を有し、その折曲部の端部が、擁壁の内周面と圧密成形体層との間に配置されていて圧密成形体層の側面を覆っている第1の防水構造体に溶着される。   As described above, the second waterproof structure of the waterproof structure for inorganic waste according to the present invention has a bent portion formed on the outer peripheral side of the covering portion and bent upward along the retaining wall. The end of the bent portion is welded to the first waterproof structure disposed between the inner peripheral surface of the retaining wall and the compacted molded body layer and covering the side surface of the compacted molded body layer.

また、第2の防水構造体は、被覆部の内周側に形成された固定部が、下側圧密成形体層の上面に形成された凹部に配置され、その固定部の端部が、セメント混練物に埋め込まれて固定される。さらに、その第2の防水構造体を埋め込むようにして、上側圧密成形体層が形成される。 The second waterproof structure fixing portion formed on the inner peripheral side of the covering portion is disposed in a recess formed in the upper surface of the lower compacting layer, the end portion of the fixed portion, cement It is embedded and fixed in the kneaded material. Further, an upper compacted body layer is formed so as to embed the second waterproof structure.

その結果、圧密成形体層の側面は、第1の防水構造体と第2の防水構造体とによって密閉された状態になるので、圧密成形体層と2つの防水構造体との間に雨水が浸入することがない。   As a result, the side surface of the compacted molded body layer is in a state of being sealed by the first waterproof structure and the second waterproof structure, so that rainwater is present between the compacted molded body layer and the two waterproof structures. There is no infiltration.

そのため、本発明の無機廃棄物用防水構造体によれば、圧密成形体層の側面に対する雨水の接触を防止することができる。ひいては、圧密成形体層に含まれている無機廃棄物中の有害物質が雨水に溶出することを防止することができる。   Therefore, according to the waterproof structure for inorganic waste of the present invention, it is possible to prevent rainwater from contacting the side surface of the compacted molded body layer. As a result, it is possible to prevent the harmful substances in the inorganic waste contained in the compacted molded body layer from being eluted into the rainwater.

また、本発明の無機廃棄物用防水構造体においては、下側圧密成形体層及び上側圧密成形体層は、2つの層を積層して構成されることが好ましい。 In the inorganic waste waterproof structure of the present invention, the lower the compacting layer and the upper lateral pressure-tight article-layer is preferably formed by laminating two layers.

このように、本発明の無機廃棄物用防水構造体の下側圧密成形体層及び上側圧密成形体層が2つの層を積層して構成される、すなわち、圧密成形体層を2層積層するごとに無機廃棄物用防水構造体を形成するようにしても、十分に圧密成形体層の側面は密閉された状態になるので、圧密成形体層の側面に対する雨水の接触を防止することができる。 Thus, the lower the compacting layer and the upper lateral pressure-tight article-layer of inorganic waste waterproof structure of the present invention is formed by laminating two layers, i.e., laminating the compacting layer 2 layers Even if the waterproof structure for inorganic waste is formed every time, since the side surface of the compacted molded body layer is sufficiently sealed, it is possible to prevent rainwater from contacting the side surface of the compacted molded body layer. .

上記目的を達成するために、本発明の無機廃棄物用防水構造体の形成方法は、擁壁によって形成された区画に無機廃棄物を含む盛土材を埋め立てて得られる圧密成形体層を積層して形成された圧密成形体と雨水との接触を防止する無機廃棄物用防水構造体の形成方法であって、擁壁の内周面に第1の防水構造体を形成する第1工程と、区画内に盛土材を投入して締め固めることにより、上面に凹部を有する下側圧密成形体層を形成する第2工程と、下側圧密成形体層の周縁部上に第2の防水構造体を敷設する第3工程と、第2の防水構造体の外周側を擁壁に沿って上方に折り曲げて、外周側の端部を第1の防水構造体に溶着するとともに、第2の防水構造体の内周側の端部を下側圧密成形体層の凹部に配置した後、凹部にセメント混練物を投入して固定する第4工程と、第2の防水構造体を埋め込むようにして上側圧密成形体層を形成する第5工程とを備えることを特徴とする。 In order to achieve the above object, the method for forming a waterproof structure for inorganic waste according to the present invention comprises laminating a compacted molded body layer obtained by burying a banking material containing inorganic waste in a section formed by a retaining wall. A method for forming a waterproof structure for inorganic waste that prevents contact between the formed compact and the rainwater, the first step of forming the first waterproof structure on the inner peripheral surface of the retaining wall; by compacting by introducing the fill material into the compartment, a second step of forming a lower compacting layer having a recess on the top surface, the second waterproof structure on the periphery of the lower compacting layer A third step of laying the second waterproof structure, the outer peripheral side of the second waterproof structure is bent upward along the retaining wall, the outer peripheral end is welded to the first waterproof structure, and the second waterproof structure after the inner end of the body and disposed in a recess of the lower compacting layer, projecting the cement kneaded product into the recess Characterized in that it comprises and a fourth step of fixing, and a fifth step of forming on the lateral pressure-tight molded layer so as to fill the second waterproof structure.

このように、本発明の無機廃棄物用防水構造体の形成方法の第3工程及び第4工程を経ることによって得られる第2の防水構造体は、圧密成形体層の周縁部上に敷設される。   Thus, the 2nd waterproof structure obtained by passing through the 3rd process and the 4th process of the formation method of the waterproof structure for inorganic wastes of the present invention is laid on the peripheral part of a compacting object layer. The

そして、第2の防水構造体の外周側は、擁壁に沿って上方に折り曲げられて折曲部を形成し、その折曲部の端部が、擁壁の内周面と圧密成形体層との間に配置されていて圧密成形体層の側面を覆っている第1の防水構造体に溶着される。   And the outer peripheral side of the second waterproof structure is bent upward along the retaining wall to form a bent portion, and the end of the bent portion is the inner peripheral surface of the retaining wall and the compacted molded body layer. Are welded to the first waterproof structure covering the side surface of the compacted molded body layer.

また、第2の防水構造体の内周側は、固定部として圧密成形体層の上面に形成された凹部に配置され、その固定部の端部が、セメント混練物に埋め込まれて固定される。さらに、第5工程を経ることによって、その第2の防水構造体を埋め込むようにして、上側圧密成形体層が形成される。 Further, the inner peripheral side of the second waterproof structure is disposed as a fixing portion in a recess formed on the upper surface of the compacted molded body layer, and the end of the fixing portion is embedded and fixed in the cement kneaded material. . Furthermore, by passing through the fifth step, the upper consolidation body layer is formed so as to embed the second waterproof structure.

その結果、本発明の無機廃棄物用防水構造体の形成方法の第2工程で形成された圧密成形体層の側面は、第1の防水構造体と第2の防水構造体とによって密閉された状態になるので、圧密成形体層と2つの防水構造体との間に雨水が浸入することがない。   As a result, the side surface of the compacted molded body layer formed in the second step of the method for forming a waterproof structure for inorganic waste according to the present invention was sealed by the first waterproof structure and the second waterproof structure. Since it will be in a state, rainwater does not permeate between the compacted body layer and the two waterproof structures.

そのため、本発明の無機廃棄物用防水構造体の形成方法によって形成された防水構造体によれば、圧密成形体層の側面に対する雨水の接触を防止することができる。ひいては、圧密成形体層に含まれている無機廃棄物中の有害物質が雨水に溶出することを防止することができる。   Therefore, according to the waterproof structure formed by the method for forming a waterproof structure for inorganic waste of the present invention, it is possible to prevent rainwater from contacting the side surface of the compacted molded body layer. As a result, it is possible to prevent the harmful substances in the inorganic waste contained in the compacted molded body layer from being eluted into the rainwater.

また、本発明の無機廃棄物用防水構造体の形成方法においては、下側圧密成形体層及び上側圧密成形体層は、2つの層を積層して構成されることが好ましい。 In the method of forming an inorganic waste waterproof structure of the present invention, the lower the compacting layer and the upper lateral pressure-tight article-layer is preferably formed by laminating two layers.

このように、本発明の無機廃棄物用防水構造体の形成方法の第2工程で形成される下側圧密成形体層及び第5工程で形成される上側圧密成形体層が2つの層を積層して構成される。すなわち、圧密成形体層を2層積層するごとに無機廃棄物用防水構造体を形成するようにしても、十分に圧密成形体層の側面は密閉された状態になるので、圧密成形体層と擁壁との間への雨水の浸入を防止することができる Thus, stacking a layer on the side pressure-tight article-layer is two formed by the lower compacting layer and the fifth step are formed in the second step of the method of forming an inorganic waste waterproof structure of the present invention Configured. That is, even if the waterproof structure for inorganic waste is formed every time two layers of the compacted molded body are laminated, the side surface of the compacted molded body layer is sufficiently sealed, Can prevent rainwater from entering between retaining walls

第1処分区画、及び、その内部に形成された圧密成形体の構造を模式的に示す説明図。Explanatory drawing which shows typically the structure of a 1st disposal division and the compacting body formed in the inside. 本発明の実施形態に係る無機廃棄物用防水構造体の形成方法の工程を示すフローチャート。The flowchart which shows the process of the formation method of the waterproof structure for inorganic wastes concerning embodiment of this invention. 図2のフローチャートの各工程の説明図であり、(a)は第1の防水構造体の形成工程、(b)は第1の圧密成形体層及び第2の圧密成形体層の形成工程、(c)は第2の防水構造体の敷設工程、(d)は第2の防水構造体の固定工程、(e)は第3の圧密成形体層の形成工程を示す。It is explanatory drawing of each process of the flowchart of FIG. 2, (a) is the formation process of the 1st waterproof structure, (b) is the formation process of the 1st compacting body layer and the 2nd compacting body layer, (C) is a laying step of the second waterproof structure, (d) is a fixing step of the second waterproof structure, and (e) is a step of forming the third compacted body layer.

以下、図1〜図3を参照して、本発明の無機廃棄物用防水構造体及びその形成方法の実施形態を説明する。   Hereinafter, with reference to FIGS. 1-3, embodiment of the waterproof structure for inorganic wastes of this invention and its formation method is described.

まず、図1を参照して、埋立処分を行う区画とその内部に形成された圧密成形体について説明する。   First, with reference to FIG. 1, the division which performs a landfill disposal and the compacting body formed in the inside are demonstrated.

埋立処分を行う区画は、最終処分場の造成予定地に、その周囲の地盤との境界に擁壁1を構築しながら、その擁壁1の内側を掘り下げてゆくことによって、窪地として造成される。すなわち、埋立処分を行う区画は、擁壁1によって、その範囲及び深さが規定されている。   The section for landfill disposal is constructed as a depression by digging down the inside of the retaining wall 1 while constructing the retaining wall 1 at the boundary with the surrounding ground in the planned site of the final disposal site. . That is, the range and depth of the section for landfill disposal are defined by the retaining wall 1.

また、その掘り下げられた窪地の地盤上には、保護マットに挟まれた遮水シートを配置し、その上にアスファルト舗装を施したり保護砂を配置したりして形成された保護層(不図示)が配置されている。   In addition, a protective layer (not shown) is formed by placing a water shielding sheet sandwiched between protective mats on the ground of the dug out of the recessed area, and placing asphalt pavement or protective sand on it. ) Is arranged.

そのようにして形成された埋立処分を行う区画内の圧密成形体2は、例えば、本願出願人が特許文献1において開示したような盛土材圧密成形工法によって形成される。   The compacted compact 2 in the section for landfill disposal formed as described above is formed, for example, by a banking material compacting method as disclosed in Patent Document 1 by the applicant of the present application.

その盛土材圧密成形工法では、まず、埋立処分を行う区画において、鉄板等によって単位埋立空間を形成する。その後、その単位埋立空間を、内部仕切り用仮設堰堤によって区切り、第1空間と、その第1空間の側方に位置する第2空間とを形成する。   In the embankment material compaction method, first, a unit landfill space is formed by an iron plate or the like in a section where landfill disposal is performed. Thereafter, the unit landfill space is divided by a temporary dam for internal partition to form a first space and a second space located on the side of the first space.

次に、第1空間に、有害物質濃度が所定値を超えるB種無機廃棄物にセメントと水とを加えて練り上げて製造されたB種盛土材を投入して締め固めることによって、第1の圧密成形部201を形成する。その後、その第1の圧密成形部201の上に、有害物質濃度が所定値以下のA種無機廃棄物にセメントと水とを加えて練り上げて製造されたA種盛土材を投入して締め固めることによって、第2の圧密成形部202を形成する。   Next, the first space is filled with a B-type embankment material produced by adding cement and water to a B-type inorganic waste having a harmful substance concentration exceeding a predetermined value, and then compacted. The compacting part 201 is formed. Thereafter, on the first compacted portion 201, a type A embankment material produced by adding cement and water to a type A inorganic waste having a harmful substance concentration of a predetermined value or less and kneading is put into a compact. Thus, the second consolidation part 202 is formed.

ここで、有害物質には、生ごみや廃プラスチック等のような一般廃棄物の焼却灰に含有される有害物質や重金属の他、放射性物質が含まれる。   Here, the harmful substances include radioactive substances as well as harmful substances and heavy metals contained in incineration ash of general waste such as garbage and waste plastic.

次に、仮設用堰堤を取り払い、第2空間に、A種盛土材を投入して締め固めることによって、第3の圧密成形部203を形成する。その後、単位埋立空間を形成するための鉄板等を取り払う。   Next, the temporary consolidation dam is removed, and the third compacted portion 203 is formed by putting and compacting the type A embankment material in the second space. Then, the iron plate etc. for forming unit landfill space are removed.

このように、B種無機廃棄物を含む第1の圧密成形部201を、A種無機廃棄物を含む第2の圧密成形部202と第3の圧密成形部203とによって覆って、単位圧密成形体200が形成される。   Thus, the 1st compaction part 201 containing B class inorganic waste is covered with the 2nd compaction part 202 and 3rd compaction part 203 containing A class inorganic waste, and unit compaction molding is carried out. A body 200 is formed.

そして、この単位圧密成形体200を、水平方向に展開していくことによって圧密成形体層20を形成し、その圧密成形体層20を積層(図1においては、16層を積層)することによって圧密成形体2を形成する。このようにして形成された、圧密成形体2は、強固な再生地盤となる。   Then, the unit compacted body 200 is developed in the horizontal direction to form a compacted compact layer 20, and the compacted compact layer 20 is stacked (in FIG. 1, 16 layers are stacked). A compacted body 2 is formed. The compacted body 2 thus formed becomes a strong reclaimed ground.

次に、図2及び図3を参照して、本発明の無機廃棄物用防水構造体の形成方法について説明する。   Next, with reference to FIG.2 and FIG.3, the formation method of the waterproof structure for inorganic wastes of this invention is demonstrated.

まず、図3(a)に示すように、埋立処分を行う区画を規定する擁壁1を形成する擁壁構造体11の内周面に、保護マット12aと遮水シート12bとを交互に複数積層して第1の防水構造体12を形成する(図2/STEP1(第1工程))。   First, as shown in FIG. 3A, a plurality of protective mats 12a and water-impervious sheets 12b are alternately provided on the inner peripheral surface of the retaining wall structure 11 that forms the retaining wall 1 that defines the section for landfill disposal. The first waterproof structure 12 is formed by laminating (FIG. 2 / STEP 1 (first step)).

この後、第1の防水構造体12上にウレタン3を被覆し、そのウレタン3の表面に不燃性の吹付け体(不図示)を吹付けて被覆構造体を形成する。   Thereafter, the urethane 3 is coated on the first waterproof structure 12, and a nonflammable spray body (not shown) is sprayed on the surface of the urethane 3 to form a cover structure.

次に、図3(b)に示すように、擁壁1によって規定された埋立処分を行う区画内に、第1の圧密成形体層21を形成し、その第1の圧密成形体層21の上に、上面に凹部22aが形成された第2の圧密成形体層22を形成して、下側圧密成形体層を形成する(図2/STEP2(第2工程))。 Next, as shown in FIG. 3 (b), a first compacted body layer 21 is formed in the section for landfill disposal defined by the retaining wall 1, and the first compacted body layer 21 is formed. On the top, the second compacted body layer 22 having the recess 22a formed on the upper surface is formed to form the lower compacted body layer (FIG. 2 / STEP2 (second step)).

この凹部22aは、第2の圧密成形体層22上に溝状に形成してもよいし、穴として形成してもよい。   The recess 22a may be formed in a groove shape on the second compacted body layer 22 or may be formed as a hole.

次に、図3(c)に示すように、第2の圧密成形体層22上に、保護マット4aと遮水シート4bとを交互に複数積層して構成された第2の防水構造体4を敷設する(図2/STEP3(第3工程))。   Next, as shown in FIG.3 (c), the 2nd waterproof structure 4 comprised by laminating | stacking the protection mat 4a and the water-impervious sheet | seat 4b alternately on the 2nd compacting molded object layer 22 is comprised. (FIG. 2 / STEP3 (third step)).

この第2の防水構造体4は、第1の防水構造体12に沿って上方に折り曲げられる折曲部41と、第2の圧密成形体層22の上面において、擁壁1と凹部22aとの間に領域、すなわち、周縁部を覆う被覆部42と、被覆部42の内周側に形成された固定部43を備えている。また、固定部43の端部は凹部22aに配置されている。   The second waterproof structure 4 includes a bent portion 41 that is bent upward along the first waterproof structure 12, and a retaining wall 1 and a recess 22 a on the upper surface of the second compacted body layer 22. A covering portion 42 that covers an area, that is, a peripheral edge portion, and a fixing portion 43 that is formed on the inner peripheral side of the covering portion 42 are provided. Further, the end of the fixing portion 43 is disposed in the recess 22a.

次に、図3(d)に示すように、折曲部41を、擁壁1に沿って上方に折り曲げ、その端部を第1の防水構造体12に溶着して溶着部5を形成する。さらにその後、第2の圧密成形体層22の凹部22aにセメント混練物6を投入し、そのセメント混練物6を固化させて、固定部43の端部を、固定する(図2/STEP4(第4工程))。   Next, as shown in FIG. 3 (d), the bent portion 41 is bent upward along the retaining wall 1, and its end is welded to the first waterproof structure 12 to form the welded portion 5. . After that, the cement kneaded material 6 is put into the recess 22a of the second compacted molded body layer 22, the cement kneaded material 6 is solidified, and the end of the fixing portion 43 is fixed (FIG. 2 / STEP4 (first step)). 4 steps)).

なお、本実施形態の形成方法においては、この第4工程を行う際、第2の防水構造体4をウレタン7で被覆し、そのウレタン7表面に不燃性の吹付け体を吹付けて、被覆構造体(不図示)を形成している。また、セメント混練物6としては、セメントに砂と水等を加えて練り上げたもの(例えば、モルタル)等が用いられる。   In addition, in the formation method of this embodiment, when performing this 4th process, the 2nd waterproofing structure 4 is coat | covered with urethane 7, the nonflammable spray body is sprayed on the urethane 7 surface, and it coat | covers A structure (not shown) is formed. Moreover, as the cement kneaded material 6, what kneaded and added sand and water etc. (for example, mortar) etc. are used.

次に、図3(e)に示すように、第2の防水構造体4を埋め込むようにして、第3の圧密成形体層23、すなわち、上側圧密成形体層を形成する(図2/STEP5)。 Next, as shown in FIG. 3 (e), the third waterproof molded body layer 23 , that is, the upper consolidated molded body layer is formed so as to embed the second waterproof structure 4 (FIG. 2 / STEP5). ).

このような形成方法によって形成された本実施形態の防水構造体においては、第2の防水構造体4は、擁壁1に沿って上方に折り曲げられた折曲部41を有し、その折曲部41の端部が、擁壁1の内周面と第1の圧密成形体層21及び第2の圧密成形体層22との間に配置されていて、第1の圧密成形体層21及び第2の圧密成形体層22の側面を覆っている第1の防水構造体12に溶着される。   In the waterproof structure of the present embodiment formed by such a forming method, the second waterproof structure 4 has a bent portion 41 bent upward along the retaining wall 1, and the bent structure 41 The end portion of the portion 41 is disposed between the inner peripheral surface of the retaining wall 1 and the first compacted molded body layer 21 and the second compacted molded product layer 22, and the first compacted molded product layer 21 and It is welded to the first waterproof structure 12 covering the side surface of the second compacted molded body layer 22.

また、第2の防水構造体4は、被覆部42の折曲部41側とは反対側に形成された固定部43が、第2の圧密成形体層22の上面に形成された凹部22aに配置され、その固定部43の端部が、セメント混練物6に埋め込まれて固定される。   Further, in the second waterproof structure 4, the fixing portion 43 formed on the side opposite to the bent portion 41 side of the covering portion 42 is formed in the concave portion 22 a formed on the upper surface of the second compacted body layer 22. The end of the fixing portion 43 is embedded in the cement kneaded material 6 and fixed.

その結果、第1の圧密成形体層21及び第2の圧密成形体層22の側面は、第1の防水構造体12と第2の防水構造体4とによって密閉された状態になるので、第1の圧密成形体層21及び第2の圧密成形体層22と第1の防水構造体12及び第2の防水構造体4との間に雨水が浸入することがない。   As a result, the side surfaces of the first compacted molded body layer 21 and the second compacted molded product layer 22 are sealed by the first waterproof structure 12 and the second waterproof structure 4, so that the first Rainwater does not enter between the first compacted body layer 21 and the second compacted body layer 22 and the first waterproof structure 12 and the second waterproof structure 4.

そのため、本実施形態の無機廃棄物用防水構造体によれば、第1の圧密成形体層21及び第2の圧密成形体層22の側面に対する雨水の接触を防止することができる。ひいては、第1の圧密成形体層21及び第2の圧密成形体層22に含まれている無機廃棄物中の有害物質が雨水に溶出することを防止することができる。   Therefore, according to the waterproof structure for inorganic waste of the present embodiment, it is possible to prevent rainwater from contacting the side surfaces of the first compacted molded body layer 21 and the second compacted molded body layer 22. As a result, it is possible to prevent harmful substances in the inorganic waste contained in the first compacted molded body layer 21 and the second compacted molded body layer 22 from being eluted into the rainwater.

本実施形態の防水構造体の形成方法においては、第1の圧密成形体層21の上に第2の圧密成形体層22を形成した後、すなわち、圧密成形体層を2層積層した後に、無機廃棄物用防水構造体を形成している。   In the method for forming a waterproof structure according to the present embodiment, after forming the second compacted body layer 22 on the first compacted body layer 21, that is, after laminating two compacted body layers, A waterproof structure for inorganic waste is formed.

これは、本実施形態の防水構造体の形成方法によれば、複数の圧密成形体層を積層した場合であっても、第1の圧密成形体層21及び第2の圧密成形体層22の側面は、第1の防水構造体12と第2の防水構造体4とによって十分に密閉された状態になるので、第1の圧密成形体層21及び第2の圧密成形体層22の側面に対する雨水の接触を防止することができるためである。   This is because, according to the method for forming a waterproof structure of the present embodiment, even if a plurality of compacted molded body layers are laminated, the first compacted molded body layer 21 and the second consolidated molded body layer 22 The side surfaces are sufficiently sealed by the first waterproof structure 12 and the second waterproof structure 4, so that the side surfaces of the first consolidated body layer 21 and the second consolidated body layer 22 are This is because contact with rainwater can be prevented.

また、不図示の被覆構造体が、第1の防水構造体12及び第2の防水構造体4の損傷を防止するとともに、それらの表面側を硬化させている。その結果、第1の防水構造体12及び第2の防水構造体4が損傷を受けた場合には、その損傷部位が部分的に裂ける、すなわち、損傷部位を視覚的に特定することができるので、迅速な補修処置等が可能である。   In addition, a covering structure (not shown) prevents damage to the first waterproof structure 12 and the second waterproof structure 4, and hardens the surface side thereof. As a result, when the first waterproof structure 12 and the second waterproof structure 4 are damaged, the damaged part is partially torn, that is, the damaged part can be visually identified. , Quick repairs, etc. are possible.

以上、図示の実施形態について説明したが、本発明はこのような形態に限られるものではない。   Although the illustrated embodiment has been described above, the present invention is not limited to such a form.

上記実施形態においては、第1の圧密成形体層21の上に第2の圧密成形体層22を形成した後に、本発明の無機廃棄物用防水構造体を形成している。   In the said embodiment, after forming the 2nd compacting body layer 22 on the 1st compacting body layer 21, the waterproof structure for inorganic wastes of this invention is formed.

しかし、本発明の無機廃棄物用防水構造体は、そのような構成に限られるものではなく擁壁の高さや第2の防水構造体の大きさ等を考慮して、圧密成形体層1層ごとに形成してもよいし、3層以上積層された圧密成形体層に形成してもよい。   However, the waterproof structure for inorganic waste according to the present invention is not limited to such a configuration, but considering the height of the retaining wall, the size of the second waterproof structure, etc. You may form for every, and you may form in the compacting body layer laminated | stacked three or more layers.

1…擁壁、11…擁壁構造体、12…第1の防水構造体、12a…保護マット、12b…遮水シート、2…圧密成形体、20…圧密成形体層,21…第1の圧密成形体層,22…第2の圧密成形体層、22a…凹部,23…第3の圧密成形体層、200…単位圧密成形体、201…第1の圧密成形部、202…第2の圧密成形部、203…第3の圧密成形部、3…ウレタン、4…第2の防水構造体、4a…保護マット、4b…遮水シート、41…折曲部、42…被覆部、43…固定部、5…溶着部、6…セメント混練物、7…ウレタン。 DESCRIPTION OF SYMBOLS 1 ... Retaining wall, 11 ... Retaining wall structure, 12 ... 1st waterproof structure, 12a ... Protective mat, 12b ... Water shielding sheet, 2 ... Consolidation molded body, 20 ... Consolidation molded body layer, 21 ... 1st Consolidation molded body layer, 22 ... second consolidated molded body layer, 22a ... concave portion, 23 ... third consolidated molded body layer, 200 ... unit consolidated molded body, 201 ... first consolidated molded section, 202 ... second Consolidation molding part 203 ... 3rd compaction molding part 3 ... Urethane 4 ... 2nd waterproof structure 4a ... Protective mat 4b ... Water-proof sheet, 41 ... Bending part, 42 ... Cover part, 43 ... Fixing part, 5 ... welding part, 6 ... cement kneaded material, 7 ... urethane.

Claims (4)

擁壁によって形成された区画に無機廃棄物を含む盛土材を埋め立てて得られる圧密成形体層を積層して形成された圧密成形体と雨水との接触を防止する無機廃棄物用防水構造体であって、
下側圧密成形体層と、前記下側圧密成形体層の上に形成された上側圧密成形体層と、前記擁壁の内周面と前記下側圧密成形体層及び前記上側圧密成形体層との間に配置された第1の防水構造体と、前記下側圧密成形体層上に敷設された第2の防水構造体とを備え、
前記下側圧密成形体層は、上面に凹部が形成され、
前記第2の防水構造体は、前記下側圧密成形体層の周縁部を覆う被覆部と、前記被覆部の前記擁壁側に形成され、前記擁壁に沿って上方に折り曲げられた折曲部と、前記被覆部の内周側に形成された固定部を有し、
前記折曲部の端部は、前記第1の防水構造体に溶着され、
前記固定部の端部は、前記下側圧密成形体層の前記凹部に配置されるとともに、前記凹部に投入されたセメント混練物によって固定され
前記上側圧密成形体層は、前記第2の防水構造体を埋め込むようにして形成されていることを特徴とする無機廃棄物用防水構造体。
It is a waterproof structure for inorganic waste that prevents contact between the compacted compact formed by laminating a compacted compact layer obtained by embedding an embankment material containing inorganic waste in the section formed by the retaining wall. There,
And bottom piezoelectric dense molded body layer, and a lateral pressure-tight molded layer on which is formed on the bottom side pressure tight molded layer, the inner peripheral surface and the lower the compacting layer and the upper lateral pressure dense molded body layer of the retaining wall comprises a first waterproof structure, and a second waterproof structure laid in the lower compacting element layer disposed between,
The lower the compacting layer, a concave portion on the upper surface is formed,
Said second waterproof structure comprises a covering portion covering the periphery of the lower compacting layer, wherein formed on the retaining wall of the cover portion, bent folded upwardly along the retaining wall a parts and and a fixing portion formed on the inner peripheral side of the cover portion,
An end of the bent portion is welded to the first waterproof structure,
End of the fixing portion is disposed in the recess of the lower compacting layer, is fixed by a cement kneaded product was put into the recess,
Wherein the lateral pressure-tight article-layer is an inorganic waste waterproof structure characterized that you have been formed so as to fill the second waterproof structure.
請求項1に記載の無機廃棄物用防水構造体であって、
前記下側圧密成形体層又は前記上側圧密成形体層は、2つの層を積層して構成されることを特徴とする無機廃棄物用防水構造体。
The waterproof structure for inorganic waste according to claim 1,
The lower the compacting layer or the upper side pressure tight molded layer are inorganic waste waterproof structure characterized in that it is formed by laminating two layers.
擁壁によって形成された区画に無機廃棄物を含む盛土材を埋め立てて得られる圧密成形体層を積層して形成された圧密成形体と雨水との接触を防止する無機廃棄物用防水構造体の形成方法であって、
前記擁壁の内周面に第1の防水構造体を形成する第1工程と、
前記区画内に前記盛土材を投入して締め固めることにより、上面に凹部を有する下側圧密成形体層を形成する第2工程と、
前記下側圧密成形体層の周縁部上に第2の防水構造体を敷設する第3工程と、
前記第2の防水構造体の外周側を前記擁壁に沿って上方に折り曲げて、前記外周側の端部を前記第1の防水構造体に溶着するとともに、前記第2の防水構造体の内周側の端部を前記下側圧密成形体層の前記凹部に配置した後、前記凹部にセメント混練物を投入して固定する第4工程と
前記第2の防水構造体を埋め込むようにして上側圧密成形体層を形成する第5工程と
を備えることを特徴とする無機廃棄物用防水構造体の形成方法。
A waterproof structure for inorganic waste that prevents contact between a compacted compact formed by laminating a compacted compact layer obtained by embedding a banking material containing inorganic waste in a section formed by a retaining wall and rainwater A forming method comprising:
A first step of forming a first waterproof structure on the inner peripheral surface of the retaining wall;
By compacting by introducing the fill material into the compartment, a second step of forming a lower compacting layer having a recess on the upper surface,
A third step of laying the second waterproof structure on the periphery of the lower compacting layer,
The outer peripheral side of the second waterproof structure is bent upward along the retaining wall, the end of the outer peripheral side is welded to the first waterproof structure, and the inside of the second waterproof structure after the end of the circumferential side are arranged in the recess of the lower compacting element layer, and a fourth step of fixing by introducing a cement kneaded product in the recess,
A method for forming a waterproof structure for inorganic waste, comprising: a fifth step of forming an upper compacted body layer so as to embed the second waterproof structure .
請求項3に記載の無機廃棄物用防水構造体の形成方法であって、
前記下側圧密成形体層又は前記上側圧密成形体層は、2つの層を積層して構成されることを特徴とする無機廃棄物用防水構造体の形成方法。
A method for forming a waterproof structure for inorganic waste according to claim 3,
Said lower compacting layer or the upper side pressure tight molded layer, the method of forming the inorganic waste waterproof structure characterized in that it is formed by laminating two layers.
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