JP2022088757A - Construction method of storage tank - Google Patents

Construction method of storage tank Download PDF

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JP2022088757A
JP2022088757A JP2020200760A JP2020200760A JP2022088757A JP 2022088757 A JP2022088757 A JP 2022088757A JP 2020200760 A JP2020200760 A JP 2020200760A JP 2020200760 A JP2020200760 A JP 2020200760A JP 2022088757 A JP2022088757 A JP 2022088757A
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waterproof resin
woven fabric
storage tank
resin layer
waterproof
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JP7470985B2 (en
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正和 辻
Masakazu Tsuji
勝功 辻
Katsunori Tsuji
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Light Way Co 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
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    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • Y02A20/108Rainwater harvesting

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Abstract

To ensure that a waterproof resin material adheres a storage structure to a sheet covering the storage structure without allowing air bubbles to remain in a waterproof resin layer when the waterproof resin material is applied to the sheet to form the waterproof resin layer.SOLUTION: A construction method comprises: a first step of forming a foundation 1 having a storage tank installation surface 12a; a second step of applying a waterproof resin material 2 to the storage tank installation surface 12a to form a foundation waterproof resin layer 3; a third step of assembling a storage structure ST on the foundation waterproof resin layer 3; a fourth step of covering the side surfaces of the storage structure ST with a resin woven sheet 4 so that the lower part of the resin woven sheet 4 has an overlapping part of a predetermined width with the foundation waterproof resin layer 3 formed on the storage tank installation surface 12a; and a fifth step of applying the waterproof resin material 2 to the part covering the side surfaces of the storage structure ST of the resin woven sheet 4, the overlapping part of the resin woven sheet 4 and the foundation waterproof resin layer 3, and the exposed part of the foundation waterproof resin layer 3 having the predetermined width continuous with the overlapping part to form a side surface waterproof resin layer 5.SELECTED DRAWING: Figure 2

Description

本発明は貯留槽の施工方法に関し、より詳細には、地下に設置する貯留槽の施工方法に関するものである。 The present invention relates to a method of constructing a storage tank, and more particularly to a method of constructing a storage tank installed underground.

降雨時の雨水の流出を抑制し浸水被害を軽減させるために国内各地において地下に貯留槽を設けることが行われつつある。地下に貯留槽を設ける工法としては、現場において型枠を設置してコンクリートを打設して設ける工法やプレキャストされたコンクリートを現場で組み立てる工法などがこれまで用いられてきたが、近年、このようなコンクリートを用いた工法に代わって、プラスチック製の貯留ブロックを積み上げて貯留構造体を形成し、この貯留構造体の外周を遮水シートで覆って貯留槽とする工法(以下、「シート遮水工法」と記すことがある。)が施工期間の短縮化や低コスト化、省力化が可能なことから注目され広まりつつある。 In order to suppress the outflow of rainwater during rainfall and reduce the damage caused by inundation, underground storage tanks are being installed in various parts of the country. As a method of installing a storage tank underground, a method of installing a formwork at the site and placing concrete and a method of assembling precast concrete at the site have been used so far, but in recent years, such a method has been used. Instead of the construction method using concrete, a storage structure is formed by stacking plastic storage blocks, and the outer circumference of this storage structure is covered with a water-impervious sheet to form a storage tank (hereinafter, "sheet impermeable"). It is sometimes referred to as "construction method"), which is attracting attention and becoming widespread because it can shorten the construction period, reduce costs, and save labor.

本出願人も前記のシート遮水工法で複数件の貯留槽を施工した。その結果、貯留構造体の底面及び側面を3枚のシート(内側保護シート+遮水シート+外側保護シート)で覆うシート遮水工程に予想以上に多くの時間と労力がかかることがわかった。特に、棒状芯材にロール状に巻き付けられた、塩化ビニルなどからなる遮水シートは通常数十kgもの重量があるところ、このような遮水シートを棒状芯材から巻き出して幅方向両端部が10cmから15cm程度重なるように並べて設置する作業は多くの時間と労力が必要であった。また、並置した遮水シートの幅方向両端部の延べ長さが数十mから数百mにも達する重なり部分を約600℃の熱風で溶着する作業にも時間と労力、そして注意力が必要であった。そしてまた、当該作業を行う作業者はかがんだ姿勢を長時間にわたって強いられるため作業者にかかる負担も大きかった。 The applicant also constructed a plurality of storage tanks by the above-mentioned sheet impermeable method. As a result, it was found that the sheet impermeable process of covering the bottom surface and the side surface of the storage structure with three sheets (inner protective sheet + impermeable sheet + outer protective sheet) takes more time and labor than expected. In particular, a water-impervious sheet made of vinyl chloride or the like, which is wound around a rod-shaped core material in a roll shape, usually weighs several tens of kilograms. It took a lot of time and effort to install them side by side so that they overlap each other by about 10 cm to 15 cm. In addition, it takes time, effort, and attention to weld the overlapping parts of the juxtaposed geomembrane sheets, which have a total length of several tens to several hundreds of meters in the width direction, with hot air at about 600 ° C. Met. In addition, since the worker who performs the work is forced to bend down for a long time, the burden on the worker is heavy.

加えて、並置し熱風溶着した遮水シートの遮水性能の確認作業が必要となる。遮水性能の確認作業は、一般に、熱風溶着部に0.1MPaのエアーを吹付けて、エアー圧が0.05MPa以上であるかどうかで判断され、エアー圧が0.05MPaに達していないと遮水シートの熱風溶着部に連続性が無い(重なり部分が熱溶着していない)と判断され、エアー圧が安定して0.05MPa以上になるまで熱風溶着が繰り返し行われる。このような遮水性能の確認及び遮水シートの溶着補修作業にも多くの時間と労力が必要となる。 In addition, it is necessary to confirm the impermeable performance of the impermeable sheets that are juxtaposed and welded with hot air. In general, the work of confirming the impermeable performance is determined by blowing 0.1 MPa of air onto the hot air welded portion and checking whether the air pressure is 0.05 MPa or more, and the air pressure does not reach 0.05 MPa. It is determined that there is no continuity in the hot air welded portion of the impermeable sheet (the overlapping portion is not hot welded), and hot air welding is repeated until the air pressure becomes stable and becomes 0.05 MPa or more. It takes a lot of time and effort to confirm the impermeable performance and to repair the welding of the impermeable sheet.

シート遮水工法による貯留槽の施工件数を今後増やしていくためにはシート遮水工程における作業労力の軽減や遮水性能の向上、工期の短縮などを図る必要がある。そこで、貯留構造体の底面及び側面を不織布などのシートで覆い、当該シートに防水材を塗布する工法が提案されている(例えば特許文献1,2)。 In order to increase the number of storage tanks constructed by the sheet impermeable method in the future, it is necessary to reduce the work labor in the sheet impermeable process, improve the impermeable performance, and shorten the construction period. Therefore, a method has been proposed in which the bottom surface and side surfaces of the storage structure are covered with a sheet such as a non-woven fabric, and a waterproof material is applied to the sheet (for example, Patent Documents 1 and 2).

特開2013-167137号公報Japanese Unexamined Patent Publication No. 2013-167137 特開2017-206950号公報JP-A-2017-206950

前記提案の工法によれば、従来のシート遮水工法に比べてシート遮水工程における作業労力の軽減等は図れるものと考えられる。しかしながら、ポリウレタン系樹脂などの液状の防水材をシートにスプレー塗布する場合、防水材は一般に液温60℃から90℃程度に加熱されてスプレー塗布される。このとき、前記提案の工法のように貯留構造体を覆っているシートが不織布であると、不織布に内包されている空気が、高温の防水材によって膨張し、不織布の表面に形成される防水樹脂層内に気泡として残存することがある。防水樹脂層内に気泡が残存していると、埋設されている貯留槽の周囲からの土圧等による応力が防水樹脂層の気泡周辺に集中してシートの防水性劣化の起点となる虞がある。 According to the proposed construction method, it is considered that the work labor in the sheet impermeable process can be reduced as compared with the conventional sheet impermeable construction method. However, when a liquid waterproof material such as a polyurethane resin is spray-applied to the sheet, the waterproof material is generally heated to a liquid temperature of about 60 ° C. to 90 ° C. and spray-applied. At this time, if the sheet covering the storage structure is a non-woven fabric as in the proposed method, the air contained in the non-woven fabric expands due to the high-temperature waterproof material, and the waterproof resin formed on the surface of the non-woven fabric. It may remain as bubbles in the layer. If air bubbles remain in the waterproof resin layer, stress due to earth pressure from the surroundings of the buried storage tank may be concentrated around the air bubbles in the waterproof resin layer and become the starting point of deterioration of the waterproof property of the sheet. be.

また、前記提案の工法において、使用する不織布の厚みが薄いと、貯留構造体の側面に不織布を取り付ける際にかかる引張力によって不織布の厚みにバラツキが生じ、厚みの薄い部分においてシートの防水性が低下するおそれがある。このため、前記提案の工法に使用される不織布の厚みは少なくとも4mmは必要とされている(引用文献2の段落(0023)など)。しかし、不織布の厚みが4mm以上であると、貯留構造体の不織布で覆って液状の防水材を外側からスプレー塗布した場合、防水材は不織布を通り抜けて貯留構造体に達することができず、不織布と貯留構造体とを防水材によって接着させることはできない。 Further, if the thickness of the nonwoven fabric used in the proposed construction method is thin, the thickness of the nonwoven fabric varies due to the tensile force applied when attaching the nonwoven fabric to the side surface of the storage structure, and the waterproofness of the sheet becomes high in the thin portion. It may decrease. Therefore, the thickness of the nonwoven fabric used in the proposed construction method is required to be at least 4 mm (paragraph (0023) of Cited Document 2 and the like). However, if the thickness of the non-woven fabric is 4 mm or more, when the liquid waterproof material is spray-applied from the outside by covering with the non-woven fabric of the storage structure, the waterproof material cannot pass through the non-woven fabric and reach the storage structure, and the non-woven fabric cannot be reached. And the storage structure cannot be bonded by a waterproof material.

本発明はこのような従来の問題に鑑みてなされたものであり、その目的は、貯留構造体を覆うシートに防水樹脂原料を塗布することで防水樹脂層を形成する際に、防水樹脂層に気泡を残存させることなく、また防水樹脂原料によって貯留構造体とシートとを接着することが可能な貯留槽の施工方法を提供することにある。 The present invention has been made in view of such conventional problems, and an object thereof is to provide a waterproof resin layer when forming a waterproof resin layer by applying a waterproof resin raw material to a sheet covering a storage structure. It is an object of the present invention to provide a method for constructing a storage tank capable of adhering a storage structure and a sheet with a waterproof resin raw material without leaving air bubbles.

前記目的を達成する本発明に係る貯留槽の施工方法は、地下に設置する貯留槽の施工方法であって、貯留槽設置面を有する基礎部を形成する第1工程と、前記貯留槽設置面に防水樹脂原料を塗布して基礎防水樹脂層を形成する第2工程と、前記基礎防水樹脂層上に複数個の貯留ブロックからなる貯留構造体を組み立てる第3工程と、樹脂織布シートの下部が、前記貯留槽設置面に形成されている前記基礎防水樹脂層と所定幅の重なり部分を有するように、前記貯留構造体の側面を前記樹脂織布シートで覆う第4工程と、前記樹脂織布シートの前記貯留構造体の側面を覆っている部分、前記樹脂織布シートと前記基礎防水樹脂層との前記重なり部分、および前記重なり部分に連続する所定幅の前記基礎防水樹脂層の露出部分に防水樹脂原料を塗布して側面防水樹脂層を形成する第5工程とを有することを特徴とする。 The method for constructing a storage tank according to the present invention that achieves the above object is a method for constructing a storage tank to be installed underground, that is, a first step of forming a foundation having a storage tank installation surface, and the storage tank installation surface. The second step of applying a waterproof resin raw material to the base waterproof resin layer to form a basic waterproof resin layer, the third step of assembling a storage structure composed of a plurality of storage blocks on the basic waterproof resin layer, and the lower part of the resin woven cloth sheet. A fourth step of covering the side surface of the storage structure with the resin woven cloth sheet so as to have an overlapping portion having a predetermined width with the basic waterproof resin layer formed on the storage tank installation surface, and the resin weaving. A portion of the cloth sheet that covers the side surface of the storage structure, the overlapping portion of the resin woven cloth sheet and the basic waterproof resin layer, and an exposed portion of the basic waterproof resin layer having a predetermined width continuous with the overlapping portion. It is characterized by having a fifth step of applying a waterproof resin raw material to the surface to form a side waterproof resin layer.

前記構成の施工方法において、前記防水樹脂原料は無発泡ポリウレタン樹脂原料であるのが好ましい。 In the construction method having the above configuration, the waterproof resin raw material is preferably a non-foaming polyurethane resin raw material.

また前記構成の施工方法において、前記防水樹脂層の塗布はスプレー塗布であるのが好ましい。 Further, in the construction method having the above configuration, it is preferable that the waterproof resin layer is applied by spray application.

そしてまた前記構成の施工方法において、前記樹脂織布シートはポリオレフィン系織布シートであるのが好ましい。 Further, in the construction method having the above configuration, the resin woven fabric sheet is preferably a polyolefin-based woven fabric sheet.

さらに前記構成の施工方法において、前記樹脂織布シートの厚みは0.2mm以上0.6mm以下の範囲であるのが好ましい。 Further, in the construction method having the above configuration, the thickness of the resin woven fabric sheet is preferably in the range of 0.2 mm or more and 0.6 mm or less.

また前記構成の施工方法において、前記貯留構造体の側面を前記樹脂織布シートで覆う際、前記樹脂織布シートに50N以上200N以下の張力を掛けながら前記貯留構造体に前記樹脂織布シートを取り付けるのが好ましい。 Further, in the construction method having the above configuration, when the side surface of the storage structure is covered with the resin woven fabric sheet, the resin woven fabric sheet is applied to the storage structure while applying a tension of 50 N or more and 200 N or less to the resin woven fabric sheet. It is preferable to attach it.

本発明に係る貯留槽の施工方法によれば、貯留構造体を覆うシートに防水樹脂原料を塗布し形成される防水樹脂層に気泡を発生させることがなく、長期間にわたってシートの防水性能が安定して維持される。また、シートに防水樹脂原料を塗布することでシート表面に防水樹脂層を形成すると同時に、貯留構造体とシートと防水樹脂原料を一体的に接着させ高強度複合防水膜の形成が可能となる。 According to the method for constructing a storage tank according to the present invention, the waterproof resin raw material is applied to the sheet covering the storage structure to prevent bubbles from being generated in the waterproof resin layer, and the waterproof performance of the sheet is stable for a long period of time. And be maintained. Further, by applying the waterproof resin raw material to the sheet, a waterproof resin layer is formed on the sheet surface, and at the same time, the storage structure, the sheet and the waterproof resin raw material are integrally adhered to form a high-strength composite waterproof film.

本発明に係る貯留槽の施工方法の一例を示す工程図である。It is a process drawing which shows an example of the construction method of the storage tank which concerns on this invention. 本発明に係る貯留槽の施工方法の一例を示す工程図である。It is a process drawing which shows an example of the construction method of the storage tank which concerns on this invention. 防水樹脂原料のスプレー塗布装置の一例を示す斜視図である。It is a perspective view which shows an example of the spray coating apparatus of a waterproof resin raw material.

以下、本発明に係る貯留槽の施工方法について更に詳細に説明するが、本発明はこれらの実施形態に何ら限定されるものではない。なお、本明細書において「~」はその前後の数値を下限値及び上限値として含むことを意味する。 Hereinafter, the method of constructing the storage tank according to the present invention will be described in more detail, but the present invention is not limited to these embodiments. In addition, in this specification, "-" means that the numerical values before and after it are included as the lower limit value and the upper limit value.

本発明に係る貯留槽の施工方法の一例を図1及び図2に基づき各工程ごとに説明する。 An example of the construction method of the storage tank according to the present invention will be described for each step based on FIGS. 1 and 2.

(第1工程)
図1(a)に示すように、まず第1工程として貯留槽設置面12aを有する基礎部1を形成する。具体的には、貯留槽の埋設予定地において、平面視における貯留槽S(図2(c)に図示)の外形よりも大きい領域をショベルカーなどによって掘削して、貯留槽Sの高さよりも0.5m~2.0mほど深い穴を掘る。そして穴の底面を略水平に整地した後、通常10cm~20cm程度の基礎砕石層11を施工し、その上に均しコンクリート層12を施工する。本実施形態では基礎砕石層11及び均しコンクリート層12が本発明の基礎部1を構成し、均しコンクリート層12の上面が貯留槽設置面12aとなる。なお、穴の底面が頑丈な岩盤等である場合には基礎砕石層11は設けなくてもよいことがある。平面視における基礎部1の外形は貯留構造体STの外形よりも大きく設定される。具体的には、平面視における基礎部1の端部と貯留構造体STの端部との間の長さL1(図2(a)に図示)はおおよそ200mm以上が望ましい。また、後述する樹脂織布シート4と基礎防水樹脂層3との重なり部分41の幅L2(図2(a)に図示)はおおよそ30mm以上が望ましい。
(First step)
As shown in FIG. 1A, first, as a first step, a foundation portion 1 having a storage tank installation surface 12a is formed. Specifically, at the planned burial site of the storage tank, a region larger than the outer shape of the storage tank S (shown in FIG. 2C) in a plan view is excavated by a shovel car or the like, and the height of the storage tank S is higher than the height of the storage tank S. Dig a hole as deep as 0.5m to 2.0m. Then, after the bottom surface of the hole is leveled substantially horizontally, a foundation crushed stone layer 11 of about 10 cm to 20 cm is usually constructed, and a leveling concrete layer 12 is constructed on the foundation crushed stone layer 11. In the present embodiment, the foundation crushed stone layer 11 and the leveled concrete layer 12 constitute the foundation portion 1 of the present invention, and the upper surface of the leveled concrete layer 12 is the storage tank installation surface 12a. If the bottom surface of the hole is a sturdy bedrock or the like, the foundation crushed stone layer 11 may not be provided. The outer shape of the foundation portion 1 in a plan view is set to be larger than the outer shape of the storage structure ST. Specifically, it is desirable that the length L1 (shown in FIG. 2A) between the end portion of the foundation portion 1 and the end portion of the storage structure ST in a plan view is approximately 200 mm or more. Further, it is desirable that the width L2 (shown in FIG. 2A) of the overlapping portion 41 of the resin woven fabric sheet 4 and the basic waterproof resin layer 3 described later is about 30 mm or more.

(第2工程)
次に、図1(b)に示すように、第2工程として、均しコンクリート層12の貯留槽設置面12aに防水樹脂原料2を塗布して基礎防水樹脂層3を形成する。ここで使用可能な防水樹脂原料2としては、無発泡ポリウレタン樹脂原料や無発泡ポリウレア樹脂原料、ウレタンゴム系樹脂原料、アクリルゴム系樹脂原料、クロロプレン系樹脂原料、ゴムアスファルト系樹脂原料、FRP樹脂原料などが挙げられる。これらの中でも、原料の液体粘度が低くスプレー塗布が可能で硬化も早いことから無発泡ポリウレタン樹脂原料が好適に使用される。無発泡ポリウレタン樹脂原料は、ポリオールとイソシアネート及び触媒を含み、ポリオールとイソシアネートの反応により無発泡ポリウレタン樹脂層(防水樹脂層)が形成される。
(Second step)
Next, as shown in FIG. 1 (b), as a second step, the waterproof resin raw material 2 is applied to the storage tank installation surface 12a of the leveled concrete layer 12 to form the basic waterproof resin layer 3. The waterproof resin raw material 2 that can be used here includes a non-foaming polyurethane resin raw material, a non-foaming polyurea resin raw material, a urethane rubber-based resin raw material, an acrylic rubber-based resin raw material, a chloroprene-based resin raw material, a rubber asphalt-based resin raw material, and an FRP resin raw material. And so on. Among these, a non-foaming polyurethane resin raw material is preferably used because the liquid viscosity of the raw material is low, spray coating is possible, and curing is quick. The non-foaming polyurethane resin raw material contains a polyol, isocyanate, and a catalyst, and a non-foaming polyurethane resin layer (waterproof resin layer) is formed by the reaction of the polyol and isocyanate.

防水樹脂原料2の均しコンクリート層12の貯留槽設置面12aへの塗布は、スプレー塗布やローラ塗布など従来公知の塗布方法を用いることができるが、作業労力の軽減および作業時間の短縮化が可能なことからスプレー塗布が好適に使用される。防水樹脂原料2として無発泡ポリウレタン樹脂原料を用いてスプレー塗布する場合には、例えば図3に示すスプレー塗布装置SPを用いるのが好ましい。図3に示すスプレー塗布装置SPでは、ドラム缶61とドラム缶62からイソシアネートとポリオールとがそれぞれ装置本体60に供給され、装置本体60において所定圧力に調整されたイソシアネートとポリオールは加熱ホース63を介してスプレーガンGに供給される。そして、スプレーガンGにおいてイソシアネートとポリオールとが混合されて塗布対象物(貯留槽設置面12aや樹脂織布シート4)に噴霧される。例えば、噴霧する際のスプレー塗布装置SPの装置本体60からの吐出圧力は14MPa~24MPa程度で、最高液圧温度は約90℃程度である。このようなスプレー塗布装置SPとしては、例えば、GRACO社製「H-XP3リアクター」が好適に使用される。 Conventionally known coating methods such as spray coating and roller coating can be used to apply the leveling concrete layer 12 of the waterproof resin raw material 2 to the storage tank installation surface 12a, but the work labor can be reduced and the work time can be shortened. Spray coating is preferably used because it is possible. When a non-foaming polyurethane resin raw material is used as the waterproof resin raw material 2 for spray coating, it is preferable to use, for example, the spray coating apparatus SP shown in FIG. In the spray coating apparatus SP shown in FIG. 3, isocyanates and polyols are supplied from the drum can 61 and the drum cans 62 to the apparatus main body 60, respectively, and the isocyanates and the polyol adjusted to a predetermined pressure in the apparatus main body 60 are sprayed via the heating hose 63. It is supplied to the gun G. Then, in the spray gun G, the isocyanate and the polyol are mixed and sprayed on the object to be coated (storage tank installation surface 12a or resin woven fabric sheet 4). For example, the discharge pressure from the device main body 60 of the spray coating device SP at the time of spraying is about 14 MPa to 24 MPa, and the maximum hydraulic pressure temperature is about 90 ° C. As such a spray coating device SP, for example, "H-XP3 reactor" manufactured by GRACO is preferably used.

基礎防水樹脂層3の厚みは、防水機能を発揮する限りにおいて特に限定はないが、通常、1.5mm~5.0mmの範囲が好ましく、より好ましくは2.0mm~2.5mmの範囲である。基礎防水樹脂層3の厚みが薄すぎると防水機能や強度が不足する一方、基礎防水樹脂層3が厚すぎると原料費用が高くなって経済的でない。 The thickness of the basic waterproof resin layer 3 is not particularly limited as long as it exhibits the waterproof function, but is usually preferably in the range of 1.5 mm to 5.0 mm, and more preferably in the range of 2.0 mm to 2.5 mm. .. If the thickness of the basic waterproof resin layer 3 is too thin, the waterproof function and strength are insufficient, while if the basic waterproof resin layer 3 is too thick, the raw material cost becomes high and it is not economical.

基礎防水樹脂層3の塗布面積は、平面視における貯留構造体STよりも大きく、後述する樹脂織布シート4と基礎防水樹脂層3との重なり部分41(図2(a)に図示)よりも大きく設定される。通常は、均しコンクリート層12の上面全体に基礎防水樹脂層3が塗布される。 The coating area of the basic waterproof resin layer 3 is larger than that of the storage structure ST in a plan view, and is larger than the overlapping portion 41 (shown in FIG. 2A) between the resin woven cloth sheet 4 and the basic waterproof resin layer 3 described later. It is set large. Normally, the basic waterproof resin layer 3 is applied to the entire upper surface of the leveled concrete layer 12.

(第3工程)
第3工程として、図1(c)に示すように、基礎防水樹脂層3上に複数個の貯留ブロックSBからなる貯留構造体STを組み立てる。貯留構造体STは複数個の貯留ブロックSBが積層されてなる。図1(c)の積層構造を有する貯留構造体STの一つの層は、截頭四角錐状の凸部が平面視において直交するX-Y方向に8個×4個が所定間隔でマトリックス状に設けられた貯留ブロックSBがX-Y方向に所定個数並べて配置されてなる。そして、上下方向に隣接する貯留ブロックSBはX-Y平面で向きを90度回転されて交互に積層される。一つの貯留ブロックSBの大きさとしては、例えば、X方向及びY方向が900mm~1100mmの正方形状で、高さが200mm~400mmの範囲である。このような貯留ブロックSBからなる貯留構造体STの空隙率は80%以上が好ましく、より好ましくは92%以上であり、さらに好ましくは95%以上である。貯留ブロックSBの材質としては、ポリプロピレンやポリエチレン、ポリエチレンテレフタレートなどの樹脂材料が、軽量で所定強度を有することから好ましい。なお、本発明で使用可能な貯留ブロックSBはこのような形態のものに限定されるものではなく、従来公知のものを使用することができる。
(Third step)
As a third step, as shown in FIG. 1 (c), a storage structure ST composed of a plurality of storage blocks SB is assembled on the basic waterproof resin layer 3. The storage structure ST is formed by stacking a plurality of storage blocks SB. One layer of the storage structure ST having the laminated structure of FIG. 1 (c) has a matrix of 8 × 4 in the XY directions in which the convex portions of the quadrangular pyramid are orthogonal to each other in the plan view. The storage blocks SB provided in the above are arranged side by side in a predetermined number in the XY directions. Then, the storage blocks SB adjacent to each other in the vertical direction are rotated by 90 degrees in the XY plane and stacked alternately. The size of one storage block SB is, for example, a square shape with an X direction and a Y direction of 900 mm to 1100 mm, and a height in the range of 200 mm to 400 mm. The porosity of the storage structure ST composed of such a storage block SB is preferably 80% or more, more preferably 92% or more, and further preferably 95% or more. As the material of the storage block SB, a resin material such as polypropylene, polyethylene, or polyethylene terephthalate is preferable because it is lightweight and has a predetermined strength. The storage block SB that can be used in the present invention is not limited to such a form, and conventionally known ones can be used.

(第4工程)
第4工程として、図2(a)に示すように、基礎防水樹脂層3上に組み立てられた貯留構造体STの側面をシートで覆う。ここで重要なことの一つは、貯留構造体STの側面を覆うシートが樹脂織布シート4であることである。前述のように、従来の工法では貯留構造体STの側面を覆うシートとして不織布を用いていたため、不織布の外表面に防水樹脂原料2を塗布すると気泡が発生し防水樹脂層に気泡が残存したり、防水樹脂原料2が不織布を通り抜けて貯留構造体STに達することができず、不織布と貯留構造体STとを防水樹脂原料2によって接着させることができなかった。これに対して本発明では、貯留構造体STの側面を覆うシートとして樹脂織布シート4を用いるので、防水樹脂原料2を塗布し側面防水樹脂層5を形成する際に気泡が生じることはない。また、不織布に比べて樹脂織布シート4は所定の強度を維持させながら厚みを薄くすることが可能で、防水樹脂原料2の一部が樹脂織布シート4を通り抜けて貯留構造体STに達して、樹脂織布シート4と貯留構造体STと防水樹脂原料2とが接着することで高強度複合防水膜形成が可能となる。
(4th step)
As a fourth step, as shown in FIG. 2A, the side surface of the storage structure ST assembled on the basic waterproof resin layer 3 is covered with a sheet. One of the important points here is that the sheet covering the side surface of the storage structure ST is the resin woven fabric sheet 4. As described above, in the conventional method, the non-woven fabric is used as the sheet covering the side surface of the storage structure ST. Therefore, when the waterproof resin raw material 2 is applied to the outer surface of the non-woven fabric, bubbles are generated and bubbles remain in the waterproof resin layer. The waterproof resin raw material 2 could not pass through the non-woven fabric and reach the storage structure ST, and the non-woven fabric and the storage structure ST could not be adhered by the waterproof resin raw material 2. On the other hand, in the present invention, since the resin woven cloth sheet 4 is used as the sheet covering the side surface of the storage structure ST, no bubbles are generated when the waterproof resin raw material 2 is applied to form the side surface waterproof resin layer 5. .. Further, the thickness of the resin woven fabric sheet 4 can be reduced while maintaining a predetermined strength as compared with the non-woven fabric, and a part of the waterproof resin raw material 2 passes through the resin woven fabric sheet 4 and reaches the storage structure ST. By adhering the resin woven fabric sheet 4, the storage structure ST, and the waterproof resin raw material 2, a high-strength composite waterproof film can be formed.

本発明で使用可能な樹脂織布シート4は、例えば、ポリオレフィン系織布シートやポリエステル系織布シートなどが挙げられる。これらの中でもポリオレフィン系織布シートが好ましく、より好ましくはポリプロピレン織布シートである。樹脂織布シート4の厚みは、外表面に側面防水樹脂層5を安定して形成でき、防水樹脂原料2の一部が樹脂織布シート4を通り抜けるようにする観点から0.2mm~0.6mmの範囲が好ましい。また樹脂織布シート4がこのような厚みであると柔軟性を有し、貯留構造体STの側面への取り付け作業が不織布の場合に比べて格段に容易になる。 Examples of the resin woven fabric sheet 4 that can be used in the present invention include a polyolefin-based woven fabric sheet and a polyester-based woven fabric sheet. Among these, a polyolefin-based woven fabric sheet is preferable, and a polypropylene woven fabric sheet is more preferable. The thickness of the resin woven fabric sheet 4 is 0.2 mm to 0. From the viewpoint that the side waterproof resin layer 5 can be stably formed on the outer surface and a part of the waterproof resin raw material 2 can pass through the resin woven fabric sheet 4. A range of 6 mm is preferred. Further, when the resin woven fabric sheet 4 has such a thickness, it has flexibility, and the work of attaching the storage structure ST to the side surface becomes much easier than in the case of the non-woven fabric.

また、貯留構造体STの側面を樹脂織布シート4で覆う際のもう一つの重要なことは、樹脂織布シート4の下部が、貯留槽設置面12aに形成されている基礎防水樹脂層3と所定幅の重なり部分41を有するようにすることである(図2(a)の拡大図を参照)。このような樹脂織布シート4と基礎防水樹脂層3とが重なり部分41を有することによって、次工程において樹脂織布シート4の外表面、重なり部分41及び重なり部分41に連続する所定幅wの基礎防水樹脂層3の露出部分に防水樹脂原料2が塗布され側面防水樹脂層5が形成されると、図2(c)の左下の部分拡大図に示すように、樹脂織布シート4の下端部が基礎防水樹脂層3と側面防水樹脂層5とで挟み込まれて封止構造となり、貯留槽Sを囲む周囲からの水圧や土圧による水や土砂の貯留槽S内部への侵入を確実に防止可能となる。 Another important thing when covering the side surface of the storage structure ST with the resin woven fabric sheet 4 is the basic waterproof resin layer 3 in which the lower portion of the resin woven fabric sheet 4 is formed on the storage tank installation surface 12a. And to have an overlapping portion 41 of a predetermined width (see the enlarged view of FIG. 2A). By having the overlapping portion 41 between the resin woven fabric sheet 4 and the basic waterproof resin layer 3, in the next step, the outer surface of the resin woven fabric sheet 4, the overlapping portion 41, and the overlapping portion 41 have a predetermined width w continuous. When the waterproof resin raw material 2 is applied to the exposed portion of the basic waterproof resin layer 3 to form the side waterproof resin layer 5, the lower end of the resin woven cloth sheet 4 is shown in the lower left partially enlarged view of FIG. 2 (c). The part is sandwiched between the basic waterproof resin layer 3 and the side waterproof resin layer 5 to form a sealing structure, and the water and earth and sand from the surroundings surrounding the storage tank S are surely invaded into the storage tank S. It can be prevented.

図2(a)の左下の部分拡大図に示すように、樹脂織布シート4の下部の、樹脂織布シート4と基礎防水樹脂層3と重なり部分41の幅L2は30mm~100mmの範囲が好ましい。 As shown in the partially enlarged view at the lower left of FIG. 2A, the width L2 of the overlapping portion 41 between the resin woven fabric sheet 4 and the basic waterproof resin layer 3 at the lower part of the resin woven fabric sheet 4 is in the range of 30 mm to 100 mm. preferable.

貯留構造体STの側面を樹脂織布シート4で覆う際、樹脂織布シート4は貯留構造体STの側面に接触するように取り付けられるのが望ましい。樹脂織布シート4が貯留構造体STの側面に接触していると、次工程の防水樹脂原料2の樹脂織布シート4への塗布工程において、樹脂織布シート4を通過した防水樹脂原料2の一部が、貯留構造体STと樹脂織布シート4との接触部において貯留構造体STと樹脂織布シート4とを固定する作用を奏するからである。樹脂織布シート4を貯留構造体STの側面に接触するように取り付けるには、樹脂織布シート4に50N~200Nの張力を掛けながら300mm~2000mmのピッチでステープルなど公知の留め具で樹脂織布シート4を貯留構造体STに取り付けるのが好ましい。 When the side surface of the storage structure ST is covered with the resin woven fabric sheet 4, it is desirable that the resin woven fabric sheet 4 is attached so as to be in contact with the side surface of the storage structure ST. When the resin woven fabric sheet 4 is in contact with the side surface of the storage structure ST, the waterproof resin raw material 2 that has passed through the resin woven fabric sheet 4 in the next step of applying the waterproof resin raw material 2 to the resin woven fabric sheet 4. This is because a part of the above acts to fix the storage structure ST and the resin woven fabric sheet 4 at the contact portion between the storage structure ST and the resin woven fabric sheet 4. In order to attach the resin woven fabric sheet 4 so as to be in contact with the side surface of the storage structure ST, the resin woven fabric sheet 4 is woven with a known fastener such as staples at a pitch of 300 mm to 2000 mm while applying a tension of 50 N to 200 N. It is preferable to attach the cloth sheet 4 to the storage structure ST.

(第5工程)
第5工程として、図2(b)に示すように、樹脂織布シート4の貯留構造体STの側面を覆っている部分、樹脂織布シート4と基礎防水樹脂層3との重なり部分41、および重なり部分41に連続する所定幅wの基礎防水樹脂層3の露出部分に防水樹脂原料2を塗布して側面防水樹脂層5を形成する。ここで重要なことは、樹脂織布シート4の貯留構造体STの側面を覆っている部分のみならず、樹脂織布シート4と基礎防水樹脂層3との重なり部分41およびこの重なり部分41に連続する所定幅wの基礎防水樹脂層3の露出部分に防水樹脂原料2を塗布することである。前記重なり部分41及び前記露出部分に防水樹脂原料2を塗布し側面防水樹脂層5を一体に形成することで、貯留槽Sを囲む周囲からの水圧や土圧による水や土砂の貯留槽S内部への侵入を確実に防止可能となる。
(Fifth step)
As a fifth step, as shown in FIG. 2B, a portion of the resin woven fabric sheet 4 covering the side surface of the storage structure ST, an overlapping portion 41 of the resin woven fabric sheet 4 and the basic waterproof resin layer 3 The waterproof resin raw material 2 is applied to the exposed portion of the basic waterproof resin layer 3 having a predetermined width w continuous with the overlapping portion 41 to form the side waterproof resin layer 5. What is important here is not only the portion of the resin woven fabric sheet 4 that covers the side surface of the storage structure ST, but also the overlapping portion 41 of the resin woven fabric sheet 4 and the basic waterproof resin layer 3 and the overlapping portion 41. The waterproof resin raw material 2 is applied to the exposed portion of the basic waterproof resin layer 3 having a continuous predetermined width w. By applying the waterproof resin raw material 2 to the overlapping portion 41 and the exposed portion to integrally form the side waterproof resin layer 5, the inside of the storage tank S for water or earth and sand due to water pressure or earth pressure from the surroundings surrounding the storage tank S. It is possible to reliably prevent intrusion into.

防水樹脂原料2を塗布する、樹脂織布シート4と基礎防水樹脂層3との重なり部分41に連続する基礎防水樹脂層3の露出部分の所定幅w(図2(c)に図示)は、外部から貯留槽S内への水や土砂の侵入を防止できる限りにおいて限定はないが、通常、50mm~150mmの範囲が好ましい。 The predetermined width w (shown in FIG. 2C) of the exposed portion of the basic waterproof resin layer 3 continuous with the overlapping portion 41 of the resin woven cloth sheet 4 and the basic waterproof resin layer 3 to which the waterproof resin raw material 2 is applied is The range is not limited as long as it can prevent water and earth and sand from entering the storage tank S from the outside, but is usually preferably in the range of 50 mm to 150 mm.

ここで使用する防水樹脂原料2は、基礎防水樹脂層3の形成に使用した物と同じ物が使用できる。また、防水樹脂原料2の塗布によって形成される側面防水樹脂層5の厚みd(図2(c)に図示)は、防水機能を発揮する限りにおいて特に限定はないが、通常、1.5mm~5.0mmの範囲が好ましく、より好ましくは2.0mm~2.5mmの範囲である。 As the waterproof resin raw material 2 used here, the same one used for forming the basic waterproof resin layer 3 can be used. The thickness d (shown in FIG. 2C) of the side waterproof resin layer 5 formed by applying the waterproof resin raw material 2 is not particularly limited as long as it exhibits the waterproof function, but is usually 1.5 mm or more. The range of 5.0 mm is preferable, and the range of 2.0 mm to 2.5 mm is more preferable.

(その他)
貯留構造体STの上面には所定の樹脂製天板材、透水性保護シートが取り付けられる。あるいは、貯留構造体STの上面にも樹脂織布シート4が取り付けられ、必要により防水樹脂原料2が塗布され防水樹脂層が形成される。また、貯留槽Sには、不図示の流入用パイプ及び排出用パイプが取り付けられる。
(others)
A predetermined resin top plate material and a water permeable protective sheet are attached to the upper surface of the storage structure ST. Alternatively, the resin woven fabric sheet 4 is also attached to the upper surface of the storage structure ST, and if necessary, the waterproof resin raw material 2 is applied to form the waterproof resin layer. Further, an inflow pipe and a discharge pipe (not shown) are attached to the storage tank S.

作製された貯留槽Sは、周りの空間及び上面に土が埋め戻され地下に埋設された状態とされる。そして貯留槽Sの上には土被り、更に、用途に応じ被覆層が施工され、例えば公園や駐車場等として活用可能となる。 The prepared storage tank S is in a state of being buried underground with soil backfilled in the surrounding space and the upper surface. Then, an overburden is placed on the storage tank S, and a covering layer is constructed depending on the intended use, so that it can be used as, for example, a park or a parking lot.

本発明に係る貯留槽の施工方法によれば、貯留構造体STを覆う樹脂織布シート4に防水樹脂原料2を塗布することで側面防水樹脂層5を形成する際に、側面防水樹脂層5に気泡を残存させることなく、また防水樹脂原料3によって貯留構造体STと樹脂織布シート4とを接着することが可能となる。 According to the method for constructing the storage tank according to the present invention, when the side waterproof resin layer 5 is formed by applying the waterproof resin raw material 2 to the resin woven cloth sheet 4 covering the storage structure ST, the side waterproof resin layer 5 is formed. It is possible to bond the storage structure ST and the resin woven cloth sheet 4 with the waterproof resin raw material 3 without leaving air bubbles in the storage structure ST.

1 基礎部
2 防水樹脂原料
3 基礎防水樹脂層
4 樹脂織布シート
5 側面防水樹脂層
S 貯留槽
11 基礎砕石層
12 均しコンクリート層
12a 貯留槽設置面
41 樹脂織布シートと基礎防水樹脂層との重なり部分
SB 貯留ブロック
SP スプレー塗布装置
ST 貯留構造体
1 Foundation 2 Waterproof resin raw material 3 Basic waterproof resin layer 4 Resin woven cloth sheet 5 Side waterproof resin layer S Storage tank 11 Foundation crushed stone layer 12 Leveling concrete layer 12a Storage tank installation surface 41 Resin woven cloth sheet and basic waterproof resin layer Overlapping part SB storage block SP spray coating device ST storage structure

Claims (6)

地下に設置する貯留槽の施工方法であって、
貯留槽設置面を有する基礎部を形成する第1工程と、
前記貯留槽設置面に防水樹脂原料を塗布して基礎防水樹脂層を形成する第2工程と、
前記基礎防水樹脂層上に複数個の貯留ブロックからなる貯留構造体を組み立てる第3工程と、
樹脂織布シートの下部が、前記貯留槽設置面に形成されている前記基礎防水樹脂層と所定幅の重なり部分を有するように、前記貯留構造体の側面を前記樹脂織布シートで覆う第4工程と、
前記樹脂織布シートの前記貯留構造体の側面を覆っている部分、前記樹脂織布シートと前記基礎防水樹脂層との前記重なり部分、および前記重なり部分に連続する所定幅の前記基礎防水樹脂層の露出部分に防水樹脂原料を塗布して側面防水樹脂層を形成する第5工程と
を有することを特徴とする貯留槽の施工方法。
It is a construction method of a storage tank installed underground.
The first step of forming a foundation having a storage tank installation surface,
The second step of applying a waterproof resin raw material to the storage tank installation surface to form a basic waterproof resin layer, and
The third step of assembling a storage structure composed of a plurality of storage blocks on the basic waterproof resin layer, and
A fourth covering the side surface of the storage structure with the resin woven fabric sheet so that the lower portion of the resin woven fabric sheet has an overlapping portion having a predetermined width with the basic waterproof resin layer formed on the storage tank installation surface. Process and
The portion of the resin woven fabric sheet that covers the side surface of the storage structure, the overlapping portion between the resin woven fabric sheet and the basic waterproof resin layer, and the basic waterproof resin layer having a predetermined width continuous with the overlapping portion. A method for constructing a storage tank, which comprises a fifth step of applying a waterproof resin raw material to an exposed portion of the surface to form a side waterproof resin layer.
前記防水樹脂原料が無発泡ポリウレタン樹脂原料である請求項1記載の貯留槽の施工方法。 The method for constructing a storage tank according to claim 1, wherein the waterproof resin raw material is a non-foaming polyurethane resin raw material. 前記防水樹脂層の塗布がスプレー塗布である請求項1又は2記載の貯留槽の施工方法。 The method for constructing a storage tank according to claim 1 or 2, wherein the application of the waterproof resin layer is spray application. 前記樹脂織布シートがポリオレフィン系織布シートである請求項1~3のいずれかに記載の貯留槽の施工方法。 The method for constructing a storage tank according to any one of claims 1 to 3, wherein the resin woven fabric sheet is a polyolefin-based woven fabric sheet. 前記樹脂織布シートの厚みが0.2mm以上0.6mm以下の範囲である請求項1~4のいずれかに記載の貯留槽の施工方法。 The method for constructing a storage tank according to any one of claims 1 to 4, wherein the thickness of the resin woven fabric sheet is in the range of 0.2 mm or more and 0.6 mm or less. 前記貯留構造体の側面を前記樹脂織布シートで覆う際、前記樹脂織布シートに50N以上200N以下の張力を掛けながら前記貯留構造体に前記樹脂織布シートを取り付ける請求項1~5のいずれかに記載の貯留槽の施工方法。 Any of claims 1 to 5 for attaching the resin woven fabric sheet to the storage structure while applying a tension of 50 N or more and 200 N or less to the resin woven fabric sheet when the side surface of the storage structure is covered with the resin woven fabric sheet. Construction method of the storage tank described in Crab.
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