JP4482191B2 - Basics of storage tank - Google Patents

Basics of storage tank Download PDF

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Publication number
JP4482191B2
JP4482191B2 JP2000024814A JP2000024814A JP4482191B2 JP 4482191 B2 JP4482191 B2 JP 4482191B2 JP 2000024814 A JP2000024814 A JP 2000024814A JP 2000024814 A JP2000024814 A JP 2000024814A JP 4482191 B2 JP4482191 B2 JP 4482191B2
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base plate
foundation
support layer
storage tank
plate
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JP2001207466A (en
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宏治 石井
隆 望月
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株式会社石井鐵工所
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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
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use

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Description

【0001】
【発明の属する技術分野】
この発明は、水泳用プール、貯水槽、石油タンク等、各種液体を貯留する貯槽を支持する基礎に関するものである。
【0002】
【従来の技術】
各種液体を貯留する貯槽のうち、水を貯留する水泳用プールを例にして、その基礎の従来技術について、図4に基づいて説明する。
【0003】
図4に示すように、水泳用のプール21本体は、プール水22を貯留するように底板23と側板24とから液密箱形に形成され、側板24の上端縁周囲には溢流溝25及びプールデッキ26などが設けられている。
【0004】
上記の底板23及び側板24は、例えば、鉄、アルミニウム、ステンレス鋼などの金属材料、或いは繊維強化プラスチックスなどの合成樹脂材料等からなる薄い平板材を用いて、溶接や溶着などによって一体に接合されている。
【0005】
側板24の下部を支える側基版28は、コンクリートなどで剛構造の厚い立て壁状に形成されており、側板24はこの側基版28上面に垂直に立設固定され、その側板24の外周はアングル材やチャンネル材などの形鋼材からなる側支持材27によって支えられている。
【0006】
底板23下部の基礎31は、上記側基版28に外周を囲まれた内側に設けられており、コンクリートで水平な床板に形成するか、或いは割り石を並べ砂利を敷き固め、その上に捨てコンクリートを施工するかして設けた最下部の底基版29と、この底基版29の上部に設けた支持層30とから形成されている。
【0007】
上記基礎31に設ける支持層30には、一般に、貯槽本体を弾力的に支えるのに必要な厚さである、例えば、厚さ10センチメートルから60センチメートル程度の厚い層の基礎砂が用いられており、プール水22などの荷重変動を受けたとしても、たわみや変形などを生じる底板23と良くなじんで追従するとともに、基礎砂の粒子間の空隙の変動によって弾力性が得られるように形成されている。この支持層30に使用される基礎砂は、一般的には安価で入手し易い山砂、川砂などが用いられている。
【0008】
【発明が解決しようとする課題】
図4に示すような従来の基礎31では、その支持層30に使用されている一般的な基礎砂は、粉体のように極めて細かい土や粘土、或いは微く細かい粒子の砂を多く含む場合があるため、長期間使用していると圧密され固まって弾力性が低下した。そのため、支持層30は、プール水22などの荷重変動によって変形する底板23に追従し難くなっていた。
【0009】
また、基礎砂中には、例えば、塩素イオンや硫酸イオンなどの腐食を助長する成分が多く含まれていたり、土や有機物などの不純物や水分などが多く含まれている場合があり、プール21本体を、鉄、アルミニウム、ステンレス鋼などの金属材料で形成した場合には、上記基礎砂と接触している底板23の裏面に腐食が進行するおそれがあった。殊に、ステンレス鋼材を使用した場合には、底板23の溶接部裏面の溶接熱影響部は、溶接による高い熱によって、クロムなどの耐食性を有する含有成分が結晶粒子間に析出してしまうために、均一な耐食性能が低下し、この溶接部近傍に局部的な腐食が進行する傾向があった。そして、腐食によって底板23に孔が明いてプール水22が漏洩した場合には、この漏洩したプール水22は支持層30内に滞留し、底板23の腐食をさらに助長した。そのため、屋内プールなどのように、プール21の下部や周囲に構築物がある場合には、浸水による被害を及ぼす心配もあった。
【0010】
上記のように、圧密され固まって弾力性が低下した基礎31、或いは金属製材料よりなる底板23の裏面に腐食が進行して孔が明いた既設のプール21は、基礎31の改修、或いは底板23の補修や取替えが必要となった。
【0011】
そして、既設のプール21の基礎31を改修する際には、大量で大重量の支持層30の基礎砂を搬出し、古く汚れた基礎砂を産業廃棄物として処分する必要が生じ、この大量の産業廃棄物処理は自然環境保護の面からも問題があった。また、清浄堅硬、耐久的で、土や有機物などの不純物が含まれない新規の、大量で大重量の基礎砂等を搬入して敷設するためには、多くの手間と経費がかかった。
【0012】
この発明の目的は、上述のような従来技術が有する問題点に鑑みてなされたもので、基礎の弾力性を維持し、底板裏面の耐食性が得られ、耐久性を向上した貯槽の基礎とするものである。また、既設の貯槽の基礎においては、既設の基礎全体を取り替えることなく、上層の一部のみを簡単容易に取り替えて、耐久性に優れた基礎に改修するものである。
【0013】
【課題を解決するための手段】
この発明に係る貯槽を支持する基礎は、最下部の水平版状の底基版と、該底基版の外周を囲む側基版と、該側基版に囲まれた内側の底基版上に設けた下部支持層と、該下部支持層の上部に設け、周縁を上記側基版の内壁面に固定した防水性を有する可撓膜体と、該可撓膜体の上部に設けた、腐食成分を含有しない弾力性を有する上部支持層とで形成し、前記上部支持層は、7号砕石又は砕砂からなる上部支持材で構成され、前記下部支持層は、合成樹脂を発泡して形成した下部支持材で構成されるものである。
【0014】
また、上記可撓膜体の周縁部は、折り曲げて前記側内壁面に沿って延長し、垂直上方向に立ち上げ、複数の取付孔を設けてなる帯状の押え板を、該周縁部の立ち上げ部に当て、該内壁面に埋め込んだ取付部材に該複数の取付孔を挿通して締付部材により締め付けることにより、該側基版に密接させて固定されたものである。
【0015】
また、上記可撓膜体の周縁部は、折り曲げて前記側内壁面に沿って延長し、垂直上方向に立ち上げ、前記側基版の上表面まで延長して折り込み、その上に貯槽の底板を載置して固定されたものである。
【0018】
【発明の実施の形態】
この発明に係る貯槽の基礎について、水を貯留する水泳用プールの基礎を事例として、図1乃至図3に基づいて説明する。
【0019】
図1は、水泳用プールの基礎の実施形態例を示す側断面説明図で、図2は、図1の一部を拡大したものである。
【0020】
プール1本体の底板3と側板4は、例えば、鉄、アルミニウム、ステンレス鋼などの金属材料、或いは繊維強化プラスチックスなどの合成樹脂材料等からなる薄い平板材を用いて、溶接や溶着などによって一体に接合して液密箱形に形成する。なお、5はプール水2の溢流溝、6はプールデッキである。
【0021】
側板4の下部を支える側基版8は、コンクリート体などからなる剛構造で厚い壁状に形成し、側板4は、その側基版8の上面に載置して立設し、その側板4の外周は、アングル材やチャンネル材などの形鋼材などからなる側支持材7によって垂直に支えている。
【0022】
底板3を支持する基礎10は、上記側基版8に外周を囲まれた内側に設けられており、最下部の水平版上の底基版9と、この底基版9上に設けた下部支持層11と、この下部支持層11の上部に設け、周縁を上記側基版8の内壁面に固定した防水性を有する可撓膜体12と、この可撓膜体12の上部に設けた、腐食成分と含有しない弾力性を有する上部支持層13とで形成する。
【0023】
基礎10の最下部に設ける底基版9は、建築物内部の屋内プール等の場合などでは、鉄筋コンクリート等の水平版状の床体に形成し、或いは地面設置の屋外プール等の場合などでは、割り石を並べ砂利を敷き固めてその上に捨てコンクリートを打設して水平版状の剛構造体に形成する。
【0024】
上記底基版9の上部に設ける下部支持層11は、例えば、一般に安価で入手し易い山砂や川砂などの基礎砂を使用する。このような基礎砂を使用した下部支持層11は、弾力性を有するとともに引き締まった支持層となる。また、下部支持層11として、例えば、JIS A5001「道路用砕石」に規定されている単粒度砕石のうち、粒度2.5ミリメートル乃至5ミリメートル程度の呼び名S−5(7号)の単粒度砕石、つまり、通称7号砕石を使用するか、或いは、JISA5005「コンクリート用砕石及び砕砂」に規定されている砕砂、つまり、粒度5ミリメートル以下の砕砂などを使用した場合には、堅硬、耐久的で、薄い石片、細長い石片、或いは、ごみ、泥、有機物などの不純物を含有していないので、上記一般的な基礎砂よりも粒子間の空隙が多く弾力性も向上する。
【0025】
また、下部支持層11として、合成樹脂を発泡して形成した下部支持材、例えばポリスチレンフォームのボード材などの下部支持材を使用した場合には、軽量で、耐久性があり、均質化と高い空隙率、弾力性の向上、基礎の軽量化などが図られる。このように、下部支持層11を軽量化した場合には、その下部を支える底基版9にかかる重量負担が軽減され、底基版9となる支持床の強度を低減することができるので、建築物の屋内や屋上などに設けるプール1の基礎10に適した構造となる。この場合、可撓膜体12の上下に設ける支持層11,13に弾力性があっても、可撓膜体12は柔軟に対応できるので、底板3に無理な荷重や拘束力がかからず優しく対応することができる。
【0026】
上記下部支持層11上面に展設する可撓膜体12は、水を通過させない防水性を有する材料、例えばエチレン・プロピレンゴムやブチルゴムなどの合成ゴム系の材料、塩化ビニル樹脂、エチレン酢酸ビニル樹脂などの合成樹脂系の材料、或いは布地等の基布の上下面に防水加工した材料などで、厚さ0.5ミリメートルから数ミリメートル程度、幅は数十センチメートルから数メートル程度の定尺で、長さは数十メートル程度に連続する可撓性を有するシート体を使用する。
【0027】
上記シート体よりなる可撓膜体12を下部支持層11の上面に展設し、シート体同士の周縁は数センチメートルから数十センチメートル程度重ね合わせる。そしてこの重ね合わせ箇所は、例えばブチルゴム系、クロロプレンゴム系、或いはアクリル樹脂系などの接着剤の中から、上記シート体の材質に適応して接着性能に優れる接着剤を選択して液密に接合する。
【0028】
可撓膜体12の周縁部は、例えば図2に示すように、折り曲げて側板4直下の側基版8の内壁面に沿って延長し、垂直上方向に立ち上げる。そして、例えばステンレス鋼板等の金物などの薄い平板、つまり、複数のアンカー取付孔を設けてなる帯状の押え板14を、上記立ち上げ部に当てて密接させ、例えばホールインアンカー等の取付部材15を側基版8の内壁面に埋め込み、この先端のナットを締め付けて固定する。或いは、図示はしないが、可撓膜体12の周縁部を側基版8の上表面まで延長して折り込み、その上に底板3を載置するように形成すると、可撓膜体12の周縁部の固定がやり易く液密性も向上する。なお、これらの可撓膜体12周縁の固定部には、例えば合成ゴム系プライマー、合成ゴム系接着剤、モルタルや合成樹脂系充填剤、ゴム系やシリコーン系のシーリング材などを施工すると、より接着性と液密性が向上する。
【0029】
上記のように形成した可撓膜体12は、上下支持層11,13間を液密に保ち、水分などが上下方向に移動するのを遮断する。また、可撓膜体12の可撓性能などによって自由に伸縮しかつ上下動して、プール水2の出入りなどによる荷重変動に伴う底板3のたわみや繰返し変形、上下支持層11,13の動きなどに対して自在に追従するため、破れたり老化などすることなく耐久性及び液密性を維持する。
【0030】
上記可撓膜体12の上部に設ける上部支持層13は、例えば、前記詳述した通称7号砕石や砕砂など、堅硬、耐久的で、薄い石片や細長い石片、或いは、ごみ、泥、有機物などの不純物を含まない、均一な材質で粗い粒子状の上部支持材を用いる。このような7号砕石など粗い粒子状の上部支持材は、粒子の表面が鋭角な凹凸状となっており粒子間には空隙が多く、荷重が増加すると複雑に噛み合ってその空隙を徐々に埋めるように体積変化し、また荷重が減少すると体積が復元する。よって、このような上部支持材を用いた上部支持層13は、プール水2などの荷重の増減によって変形する底板3によく追従し、弾力的に変位を吸収するため、長期間にわたって耐久性を維持することができる。また、上記7号砕石などの上部支持材を用いて形成した上部支持層13には、塩素イオンや硫酸イオン、水分、土や有機物など、腐食を助長する成分や不純物が殆ど含まれていないので、上面に施工する金属製の底板3裏面の腐食防止が図られる。
【0031】
なお、7号砕石又は砕砂からなる上部支持材を用いた上部支持層13は、その上面に底板3を施工する際に、下部の可撓膜体12に溶接熱を伝達することなく保護し、可撓膜体12を焼いたり損傷することがない。また、空隙の多い上部支持層13は、溶着熱を吸収分散して溶接部近傍の高温による劣化を防止する役割をも併有する。
【0032】
図3は、水が自然に流れる傾斜角度を備えた勾配、つまり自然勾配を得るように、可撓膜体12を下部支持層11の上面に展設し、プール底部の排水溝16の近傍など、最も低い箇所の可撓膜体12の上部に、排液口17,17を設けたものである。この排液口17は、例えば集水孔を多数設けた配管材、或いは半割りのパイプ材などを用いて、その配管材などの終端部を延出して形成し、この排液口17から水を外部へと排出する。
【0033】
このように排液口17を設けたものにあっては、万一、底板3からプール水2が上部支持層13内に漏洩した場合に、その漏洩の発見が早く、漏洩水を滞留させることなく早急に外部へと排出することができる。また、可撓膜体12に遮蔽された上部の上部支持層13内の通気性及び排液性が良くなり、上部支持層13内をよく乾燥した状態に維持することが可能となる。よって、構築物の屋内や屋上等にプール1を設ける場合には、上記排液口17を設けることによって、下方の階へ結露水や漏洩水が浸透する心配もなくなる。
【0034】
既設プールの基礎を改修する場合について、次に詳述する。一般に、既設の基礎は、厚さ10センチメートル乃至60センチメートル程度の基礎砂の支持層が施工されている。長期間使用され、圧密硬化し弾力性が低下した既設の基礎、或いは底板裏面の腐食が進行した既設の基礎は、古い基礎砂の支持層を搬出して、前記詳述したように、上下支持層11,13、及びその間に可撓膜体12などを設けた、新規の基礎10に改修し、新規の底板3を施工する。
【0035】
或いは、既設の基礎の全部を取り替えることなく、既設支持層の表層の一部分、つまり底板3を優しく支持できる程度の厚さ、必要最小限の厚さの層を取り替え改修する。この場合には、例えば、厚さ2センチメートル乃至10センチメートル程度だけ表層を薄く掻き取り、残余の既設支持層の上面に可撓膜体12を展設し、その上部に前記した7号砕石などの上部支持材を施工し新規の上部支持層13とする。
【0036】
このように、既設の厚い基礎砂の支持層を全量交換することなく、表層の一部分だけ取り替え改修する場合には、大量で大重量の古い基礎砂を搬出する必要がなく、また大量で大重量の新規の上部支持層13を搬入施工することもない。また、古く汚れた基礎砂の産業廃棄物処理などが少なくなり、自然環境の保護の観点からも優れている。そして、基礎を改修する工期が短縮化され、経済性も向上する。
【0037】
上記改修した基礎は、可撓膜体12によって、既設の支持層に含まれる腐食性成分を含有する基礎砂と遮断され、塩素イオンや硫酸イオン、水分など腐食性成分等の上昇が阻止され、また下部の基礎砂と混合することもないため、金属製の底板3の裏面腐食が防止される。そして、可撓膜体12を介して新規の上部支持層13が設けられているため、底板3のたわみや変形に追従し、弾力性及び耐久性に優れたプールの基礎となる。
【0038】
なお、上記詳述した金属製のプール1の他に、繊維強化プラスチックスなどの合成樹脂材料等からなる薄い平板を用いて、溶着などで一体に接合して底板3を形成したプール1などの場合には、底板3の裏面腐食の心配はないが、基礎が圧密硬化して上部の底板3との接触性が低下するなどの支障が生じる場合などには、上記のように、既設の基礎の上部に可撓膜体12及び上部支持層13を設けることによって、弾力性、耐久性に優れた基礎10に改修することができる。
【0039】
また、上記実施形態例は、水を貯留する水泳用プールの基礎について詳述したが、水や石油などの液体を貯留する貯槽など、液荷重の変化や温度変化などを受けて、たわんで繰返し変形する薄い平板状の底板を有し、基礎砂などを用いて形成される可撓性を有する基礎についても、同様に適用することができることは言うまでもない。
【0040】
【発明の効果】
上述の説明で明らかなように、この発明に係る貯槽の基礎は、最下部の水平版状の底基版と、該底基版の外周を囲む側基版と、該側基版に囲まれた内側の底基版上に設けた下部支持層と、該下部支持層の上部に設け、周縁を上記側基版の内壁面に固定した防水性を有する可撓膜体と、該可撓膜体の上部に設けた、腐食成分を含有しない弾力性を有する上部支持層とで形成したので、可撓膜体は下部支持層及び上部支持層の変形に容易に追従するとともに、水分及び腐食性成分の通過を遮断し、上部支持層は弾力性を有し、腐食性成分を含有しないため、底板にかかる荷重を弾力的に支持し、かつ底板裏面の耐食性が得られ、耐久性に優れた基礎とすることができる。
さらに、7号砕石又は砕砂からなる上部支持材を用いて形成した上部支持層は、プール水などの荷重の増減によって変形する底板によく追従し、弾力的に変位を吸収するため、長期間にわたって耐久性を維持することができる。 また、7号砕石又は砕砂からなる上部支持材を用いて形成した上部支持層には、塩素イオンや硫酸イオン、水分、土や有機物など、腐食を助長する成分や不純物が殆ど含まれていないので、上面に施工する金属製の底板3裏面の腐食防止が図られる。 また、7号砕石又は砕砂からなる上部支持材を用いた上部支持層は、その上面に底板を施工する際に、下部の可撓膜体に溶接熱を伝達することなく保護し、可撓膜体を焼いたり損傷することがない。また、空隙の多い上部支持層は、溶着熱を吸収分散して溶接部近傍の高温による劣化を防止する役割をも併有する。
さらに、合成樹脂を発泡して形成した下部支持材を用いた下部支持層は、軽量で、耐久性があり、均質化と高い空隙率、弾力性の向上、基礎の軽量化などが図られる。このように、下部支持層を軽量化した場合には、その下部を支える底基版にかかる重量負担が軽減され、底基版となる支持床の強度を低減することができるので、建築物の屋内や屋上などに設けるプールの基礎に適した構造となる。
【0041】
また、上記可撓膜体の周縁部を折り曲げて側内壁面に沿って延長し垂直上方向に立ち上げ、複数の取付孔を設けてなる帯状の押え板を、該周縁部の立ち上げ部に当て、該内壁面に埋め込んだ取付部材に該複数の取付孔を挿通して締付部材により締め付けることにより、該側基版に密接させて固定したので、上下支持層間を液密に保ち、水分などが上下方向に移動するのを遮断する。また、可撓膜体の可撓性能などによって自由に伸縮しかつ上下動して、プール水の出入りなどによる荷重変動に伴う底板のたわみや繰返し変形、上下支持層の動きなどに対して自在に追従するため、破れたり老化などすることなく耐久性及び液密性を維持する。
【0042】
また、上記可撓膜体の周縁部を折り曲げて前記側内壁面に沿って延長し、垂直上方向に立ち上げ、前記側基版の上表面まで延長して折り込み、その上に貯槽の底板を載置して固定したので、可撓膜体の周縁部の固定がやり易く液密性も向上し、上下支持層間を液密に保ち、水分などが上下方向に移動するのを遮断する。また、可撓膜体の可撓性能などによって自由に伸縮しかつ上下動して、プール水の出入りなどによる荷重変動に伴う底板のたわみや繰返し変形、上下支持層の動きなどに対して自在に追従するため、破れたり老化などすることなく耐久性及び液密性を維持する。
【図面の簡単な説明】
【図1】 この発明に係る貯槽の基礎の実施形態例で、水を貯留する水泳用プールの基礎の場合を示す垂直断面説明図である。
【図2】 図1の一部を拡大して示す説明図である。
【図3】 この発明に係る貯槽の基礎の他の実施形態例で、水を貯留する水泳用プールの基礎について、自然勾配をもたせて展設した可撓膜体の上部に、排液口を設けた場合を示す一部を断面とした斜視説明図である。
【図4】 従来の貯槽の基礎として、水を貯留する水泳用プールの基礎の場合を示す一部を断面とした斜視説明図である。
【符号の説明】
1 プール 2 プール水
3 底板 4 側板
5 溢流溝 6 プールデッキ
7 側支持材 8 側基版
9 底基版 10 基礎
11 下部支持層 12 可撓膜体
13 上部支持層 14 押え材
15 取付部材 16 排水溝
17 排液口
21 プール 22 プール水
23 底板 24 側板
25 溢流溝 26 プールデッキ
27 側支持材 28 側基版
29 底基版 30 支持層
31 基礎
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a foundation for supporting a storage tank for storing various liquids, such as a swimming pool, a storage tank, and an oil tank.
[0002]
[Prior art]
The swimming pool for storing water among the storage tanks for storing various liquids will be described as an example with reference to FIG.
[0003]
As shown in FIG. 4, the swimming pool 21 body is formed in a liquid-tight box shape from the bottom plate 23 and the side plate 24 so as to store the pool water 22, and an overflow groove 25 is formed around the upper edge of the side plate 24. And a pool deck 26 are provided.
[0004]
The bottom plate 23 and the side plate 24 are integrally joined by welding or welding using a thin flat plate made of a metal material such as iron, aluminum or stainless steel, or a synthetic resin material such as fiber reinforced plastics. Has been.
[0005]
The side base plate 28 that supports the lower portion of the side plate 24 is formed in a thick standing wall shape made of concrete or the like and has a rigid structure. The side plate 24 is vertically fixed to the upper surface of the side base plate 28 and the outer periphery of the side plate 24 is fixed. Is supported by a side support member 27 made of a shape steel material such as an angle material or a channel material.
[0006]
The foundation 31 at the bottom of the bottom plate 23 is provided on the inner side surrounded by the side base plate 28, and is formed on a horizontal floor plate with concrete, or crushed stones are arranged and solidified with gravel, and then discarded. The bottom base plate 29 is provided by applying concrete, and a support layer 30 is provided on the bottom base plate 29.
[0007]
For the support layer 30 provided on the foundation 31, generally a thick foundation sand having a thickness of about 10 centimeters to 60 centimeters, for example, which is necessary for elastically supporting the storage tank body is used. Even when subjected to load fluctuations such as pool water 22, it is formed so as to follow well with bottom plate 23 which causes deflection and deformation and to obtain elasticity by fluctuation of gaps between particles of foundation sand. Has been. The foundation sand used for the support layer 30 is generally mountain sand or river sand that is inexpensive and easily available.
[0008]
[Problems to be solved by the invention]
In the conventional foundation 31 as shown in FIG. 4, the general foundation sand used for the support layer 30 contains a lot of extremely fine soil or clay, such as powder, or a lot of fine and fine particles of sand. Therefore, when used for a long time, it was consolidated and solidified, and its elasticity was lowered. For this reason, the support layer 30 is difficult to follow the bottom plate 23 which is deformed by a load variation such as the pool water 22.
[0009]
In addition, the foundation sand may contain many components that promote corrosion, such as chlorine ions and sulfate ions, and may contain many impurities such as soil and organic matter, moisture, and the like. When the main body is formed of a metal material such as iron, aluminum, stainless steel, etc., there is a possibility that corrosion proceeds on the back surface of the bottom plate 23 that is in contact with the foundation sand. In particular, when a stainless steel material is used, the weld heat-affected zone on the back surface of the welded portion of the bottom plate 23 is caused by high heat generated by welding, so that components having corrosion resistance such as chromium are precipitated between crystal grains. There was a tendency for the uniform corrosion resistance to deteriorate and for local corrosion to proceed in the vicinity of the weld. When the bottom plate 23 was perforated and the pool water 22 leaked due to corrosion, the leaked pool water 22 stayed in the support layer 30 and further promoted corrosion of the bottom plate 23. Therefore, when there is a structure below or around the pool 21 such as an indoor pool, there is a concern that damage may be caused by flooding.
[0010]
As described above, the foundation 31 that has been consolidated and solidified and has reduced elasticity, or the existing pool 21 in which the back surface of the bottom plate 23 made of a metal material has been corroded and has a hole, 23 repairs and replacements were required.
[0011]
When the foundation 31 of the existing pool 21 is to be repaired, it is necessary to carry out a large amount of heavy foundation sand of the support layer 30 and dispose of the old and dirty foundation sand as industrial waste. Industrial waste treatment also had problems in terms of protecting the natural environment. In addition, it took a lot of labor and cost to carry in and install new, large and heavy foundation sand that is clean and hard and durable and does not contain impurities such as soil and organic matter.
[0012]
The object of the present invention has been made in view of the above-mentioned problems of the prior art, and maintains the elasticity of the foundation, provides the corrosion resistance of the bottom plate back surface, and is used as the foundation of a storage tank with improved durability. Is. Moreover, in the foundation of the existing storage tank, without replacing the entire existing foundation, only a part of the upper layer is easily and easily replaced, and the foundation is excellent in durability.
[0013]
[Means for Solving the Problems]
The foundation for supporting the storage tank according to the present invention includes a bottom base plate in the lowermost horizontal plate, a side base plate surrounding the outer periphery of the bottom base plate, and an inner bottom base plate surrounded by the side base plate. A lower support layer provided on the upper side of the lower support layer, and a waterproof flexible membrane body having a peripheral edge fixed to the inner wall surface of the side base plate, and an upper portion of the flexible membrane body. It is formed with an elastic upper support layer that does not contain corrosive components, the upper support layer is composed of an upper support material made of No. 7 crushed stone or crushed sand, and the lower support layer is formed by foaming synthetic resin The lower support material is made up of .
[0014]
Further, the peripheral edge portion of the flexible film body is bent and extended along the side inner wall surface, is raised vertically upward, and a belt-like presser plate provided with a plurality of attachment holes is provided. The plurality of mounting holes are inserted into the mounting member embedded in the inner wall surface and applied to the raised portion and tightened by the tightening member, thereby being fixed in close contact with the side base plate .
[0015]
Further, the peripheral edge portion of the flexible film body is bent and extended along the side inner wall surface, raised vertically upward, extended to the upper surface of the side base plate and folded, and the bottom plate of the storage tank thereon Is fixed .
[0018]
DETAILED DESCRIPTION OF THE INVENTION
The foundation of the storage tank according to the present invention will be described with reference to FIGS. 1 to 3 by taking the foundation of a swimming pool for storing water as an example.
[0019]
FIG. 1 is an explanatory side sectional view showing an embodiment of the foundation of a swimming pool, and FIG. 2 is an enlarged view of a part of FIG.
[0020]
The bottom plate 3 and the side plate 4 of the pool 1 main body are integrated by welding or welding using a thin flat plate made of a metal material such as iron, aluminum or stainless steel, or a synthetic resin material such as fiber reinforced plastic. To form a liquid-tight box. In addition, 5 is an overflow ditch of the pool water 2, and 6 is a pool deck.
[0021]
The side base plate 8 that supports the lower part of the side plate 4 is formed in a thick wall shape with a rigid structure made of a concrete body or the like, and the side plate 4 is placed and erected on the upper surface of the side base plate 8. Is supported vertically by a side support member 7 made of a shape steel material such as an angle material or a channel material.
[0022]
The base 10 for supporting the bottom plate 3 is provided on the inner side of the side base plate 8 surrounded by the outer periphery. The bottom base plate 9 on the lowermost horizontal plate and the lower portion provided on the bottom base plate 9 are provided. Provided on the support layer 11, the lower support layer 11, the flexible film body 12 having waterproofness with the periphery fixed to the inner wall surface of the side base plate 8, and the flexible film body 12. And an upper support layer 13 having elasticity that does not contain corrosive components.
[0023]
The bottom base plate 9 provided at the bottom of the foundation 10 is formed on a horizontal plate-like floor body such as reinforced concrete in the case of an indoor pool or the like inside a building, or in the case of an outdoor pool or the like installed on the ground. Arranged quarry stones, spread gravel, and then throw it away and cast concrete to form a horizontal plate-like rigid structure.
[0024]
The lower support layer 11 provided on the upper portion of the bottom base plate 9 uses, for example, foundation sand such as mountain sand or river sand that is generally inexpensive and easily available. The lower support layer 11 using such foundation sand has elasticity and is a tightened support layer. Further, as the lower support layer 11, for example, among the single-grain crushed stones defined in JIS A5001 “road crushed stone”, the single-grain crushed stone having the nominal name S-5 (No. 7) having a particle size of about 2.5 to 5 millimeters. In other words, when using crushed stone of the common name No. 7, or when using crushed sand specified in JIS A5005 “Crushed stone for concrete and crushed sand”, that is, crushed sand having a particle size of 5 mm or less, it is hard and durable. In addition, since it does not contain impurities such as thin stone pieces, elongated stone pieces, or dust, mud, organic matter, etc., there are more voids between the particles than the above-mentioned general basic sand, and the elasticity is improved.
[0025]
In addition, when a lower support material formed by foaming a synthetic resin, for example, a lower support material such as a polystyrene foam board material, is used as the lower support layer 11, it is lightweight, durable, homogenized and high. Improvement of porosity, elasticity, weight reduction of foundation, etc. can be achieved. Thus, when the lower support layer 11 is reduced in weight, the weight burden on the bottom base plate 9 that supports the lower portion is reduced, and the strength of the support floor that becomes the bottom base plate 9 can be reduced. It becomes a structure suitable for the foundation 10 of the pool 1 provided indoors or on the roof of a building. In this case, even if the support layers 11 and 13 provided above and below the flexible film body 12 are elastic, the flexible film body 12 can flexibly cope with it, so that an excessive load or restraining force is not applied to the bottom plate 3. Can respond gently.
[0026]
The flexible membrane 12 spread on the upper surface of the lower support layer 11 is made of a waterproof material that does not allow water to pass through, for example, a synthetic rubber material such as ethylene / propylene rubber or butyl rubber, vinyl chloride resin, ethylene vinyl acetate resin. For example, a synthetic resin material such as fabric or a material waterproofed on the upper and lower surfaces of a base fabric such as fabric, with a thickness of about 0.5 to several millimeters and a width of several tens to several meters. In addition, a flexible sheet body having a length of about several tens of meters is used.
[0027]
The flexible film body 12 made of the sheet body is spread on the upper surface of the lower support layer 11, and the peripheral edges of the sheet bodies are overlapped by about several centimeters to several tens of centimeters. And this overlapped part is selected from adhesives such as butyl rubber, chloroprene rubber, or acrylic resin that are suitable for the material of the sheet body and have excellent adhesive performance. To do.
[0028]
For example, as shown in FIG. 2, the peripheral portion of the flexible film body 12 is bent and extended along the inner wall surface of the side base plate 8 immediately below the side plate 4, and rises vertically upward. Then, for example, a thin flat plate such as a hardware such as a stainless steel plate, that is, a belt-like presser plate 14 provided with a plurality of anchor attachment holes is brought into close contact with the raised portion, and an attachment member 15 such as a hole-in anchor, for example. Is embedded in the inner wall surface of the side base plate 8, and the nut at the tip is tightened and fixed. Alternatively, although not shown, if the peripheral portion of the flexible film body 12 is extended to the upper surface of the side base plate 8 and folded, and the bottom plate 3 is placed thereon, the peripheral edge of the flexible film body 12 is formed. It is easy to fix the part and the liquid tightness is improved. In addition, for example, a synthetic rubber primer, a synthetic rubber adhesive, a mortar or a synthetic resin filler, a rubber or silicone sealant, and the like are applied to the fixing portion on the periphery of the flexible film body 12. Adhesion and liquid tightness are improved.
[0029]
The flexible film body 12 formed as described above keeps the liquid-tight space between the upper and lower support layers 11 and 13 and blocks moisture and the like from moving in the vertical direction. The flexible membrane body 12 freely expands and contracts and moves up and down depending on the flexibility of the flexible membrane body 12 and the like. As it can follow freely, etc., durability and liquid tightness are maintained without tearing or aging.
[0030]
The upper support layer 13 provided on the upper part of the flexible film body 12 is, for example, the above-mentioned commonly known No. 7 crushed stone or crushed sand, which is hard, durable, thin stone piece or elongated stone piece, or dust, mud, Use an upper support with a uniform and coarse particle shape that does not contain impurities such as organic matter. In such a coarse upper support material such as No. 7 crushed stone, the surface of the particles has sharp irregularities, and there are many voids between the particles, and when the load increases, they are intricately engaged and gradually fill the voids. When the volume changes and the load decreases, the volume is restored. Therefore, the upper support layer 13 using such an upper support material follows the bottom plate 3 which deforms due to increase / decrease in the load such as the pool water 2 and elastically absorbs the displacement. Can be maintained. In addition, the upper support layer 13 formed using the upper support material such as No. 7 crushed stone contains almost no components or impurities that promote corrosion, such as chloride ions, sulfate ions, moisture, soil, and organic matter. Corrosion prevention of the back surface of the metal bottom plate 3 applied to the upper surface is achieved.
[0031]
In addition, the upper support layer 13 using the upper support material made of No. 7 crushed stone or crushed sand protects the lower flexible film body 12 without transferring welding heat when the bottom plate 3 is constructed on the upper surface thereof, The flexible membrane body 12 is not burned or damaged. Moreover, the upper support layer 13 with many voids also has a role of absorbing and dispersing the heat of welding to prevent deterioration due to high temperatures in the vicinity of the weld.
[0032]
FIG. 3 shows a slope having an inclination angle through which water flows naturally, that is, a flexible membrane body 12 is spread on the upper surface of the lower support layer 11 so as to obtain a natural slope, and the vicinity of the drain groove 16 at the bottom of the pool. The drainage ports 17 and 17 are provided on the upper portion of the flexible film body 12 at the lowest position. The drain port 17 is formed by, for example, using a piping material provided with a large number of water collecting holes, or a half-divided pipe material, and extending the terminal portion of the piping material. Is discharged to the outside.
[0033]
In the case where the drainage port 17 is provided in this way, in the unlikely event that the pool water 2 leaks into the upper support layer 13 from the bottom plate 3, the leakage is quickly discovered and the leaked water is retained. It can be discharged to the outside as soon as possible. Further, the air permeability and drainage in the upper upper support layer 13 shielded by the flexible film body 12 are improved, and the inside of the upper support layer 13 can be kept well dried. Accordingly, when the pool 1 is provided indoors or on the roof of the structure, the drainage port 17 is provided, so that there is no concern that condensed water or leaked water penetrates into the lower floor.
[0034]
The case of refurbishing the existing pool foundation is described in detail below. Generally, an existing foundation is provided with a support layer of foundation sand having a thickness of about 10 cm to 60 cm. For existing foundations that have been used for a long time and have been hardened by consolidation and reduced in elasticity, or existing foundations that have been corroded on the bottom of the bottom plate, support the upper and lower sides as described in detail above by unloading the old foundation sand support layer. The new base plate 10 having the layers 11 and 13 and the flexible film body 12 provided therebetween is repaired and the new bottom plate 3 is constructed.
[0035]
Alternatively, without replacing the entire existing foundation, a part of the surface layer of the existing support layer, that is, a layer having a thickness that can gently support the bottom plate 3 and a necessary minimum thickness is replaced and repaired. In this case, for example, the surface layer is scraped thinly by a thickness of about 2 to 10 centimeters, the flexible film body 12 is spread on the upper surface of the remaining existing support layer, and the above-mentioned No. 7 crushed stone is placed on the upper part. A new upper support layer 13 is formed by applying an upper support material such as.
[0036]
Thus, when replacing and repairing only a part of the surface layer without replacing the entire support layer of the existing thick foundation sand, it is not necessary to carry out a large amount of heavy foundation sand, and a large amount of heavy foundation sand. No new upper support layer 13 is carried in. In addition, there is less industrial waste treatment of old soiled foundation sand, which is excellent from the viewpoint of protecting the natural environment. In addition, the construction period for repairing the foundation is shortened and the economy is improved.
[0037]
The repaired foundation is blocked by the flexible membrane body 12 from the foundation sand containing the corrosive components contained in the existing support layer, and the rise of corrosive components such as chlorine ions, sulfate ions and moisture is prevented, Moreover, since it does not mix with the lower foundation sand, the back surface corrosion of the metal bottom plate 3 is prevented. And since the new upper support layer 13 is provided via the flexible film body 12, it follows the bending and deformation | transformation of the baseplate 3, and becomes the foundation of the pool excellent in elasticity and durability.
[0038]
In addition to the metal pool 1 described in detail above, a thin plate made of a synthetic resin material such as fiber reinforced plastics, etc., and a pool 1 that is integrally joined by welding or the like to form the bottom plate 3 or the like In this case, there is no concern about the back surface corrosion of the bottom plate 3, but when the foundation is hardened by consolidation and contact with the upper bottom plate 3 is deteriorated, the existing foundation is used as described above. By providing the flexible film body 12 and the upper support layer 13 on the upper part of the substrate, the foundation 10 having excellent elasticity and durability can be repaired.
[0039]
In addition, although the above embodiment details the basics of the swimming pool for storing water, it repeatedly bends in response to changes in liquid load, temperature changes, etc., such as a storage tank for storing liquid such as water and oil. Needless to say, the present invention can be similarly applied to a flexible foundation having a thin flat bottom plate that is deformed and formed using foundation sand or the like.
[0040]
【The invention's effect】
As is apparent from the above description, the foundation of the storage tank according to the present invention is surrounded by the bottom horizontal plate-shaped bottom base plate, the side base plate surrounding the outer periphery of the bottom base plate, and the side base plate. A lower support layer provided on the inner bottom base plate, a waterproof flexible membrane body provided on an upper portion of the lower support layer and having a peripheral edge fixed to the inner wall surface of the side base plate, and the flexible membrane The flexible film body easily follows the deformation of the lower support layer and the upper support layer, as well as moisture and corrosiveness, because it is formed with the elastic upper support layer that does not contain corrosive components. Since the upper support layer has elasticity and does not contain corrosive components, the load on the bottom plate is elastically supported, and the corrosion resistance of the bottom plate back surface is obtained, resulting in excellent durability. Can be the basis.
Furthermore, the upper support layer formed using the upper support material made of No. 7 crushed stone or crushed sand well follows the bottom plate that deforms due to the increase or decrease of the load such as pool water, and elastically absorbs the displacement. Durability can be maintained. In addition, the upper support layer formed using the upper support material made of No. 7 crushed stone or crushed sand contains almost no components or impurities that promote corrosion, such as chlorine ions, sulfate ions, moisture, soil, and organic matter. Corrosion prevention of the back surface of the metal bottom plate 3 applied to the upper surface is achieved. Further, the upper support layer using the upper support material made of No. 7 crushed stone or crushed sand protects the lower flexible film body without transferring the welding heat when constructing the bottom plate on the upper surface thereof. Does not burn or damage the body. Further, the upper support layer with many voids also has a role of absorbing and dispersing the heat of welding to prevent deterioration due to a high temperature in the vicinity of the weld.
Furthermore, the lower support layer using the lower support material formed by foaming synthetic resin is lightweight and durable, and homogenization and high void ratio, improved elasticity, weight reduction of the foundation, and the like can be achieved. Thus, when the weight of the lower support layer is reduced, the weight burden on the bottom base plate that supports the lower portion is reduced, and the strength of the support floor serving as the bottom base plate can be reduced. The structure is suitable for the foundation of a pool that is provided indoors or on a rooftop.
[0041]
In addition, a belt-like presser plate having a plurality of mounting holes provided on the peripheral portion of the peripheral portion is bent at the peripheral portion of the flexible film body and extended along the inner side wall surface. Since the plurality of mounting holes are inserted into the mounting member embedded in the inner wall surface and tightened by the tightening member, the side base plate is fixed in close contact with each other. Etc. are blocked from moving up and down. Also, it can freely expand and contract and move up and down depending on the flexible performance of the flexible membrane body, etc., and flexibly and repeatedly deform the bottom plate due to load fluctuations due to entering and exiting pool water, etc. Because it follows, it maintains durability and liquid tightness without tearing or aging.
[0042]
Further, the peripheral portion of the flexible film body is bent and extended along the side inner wall surface, raised vertically upward, extended to the upper surface of the side base plate and folded, and the bottom plate of the storage tank is placed thereon. Since it is placed and fixed, it is easy to fix the periphery of the flexible film body, the liquid tightness is improved, the upper and lower support layers are kept liquid tight, and moisture and the like are prevented from moving in the vertical direction. Also, it can freely expand and contract and move up and down depending on the flexible performance of the flexible membrane body, etc., and flexibly and repeatedly deform the bottom plate due to load fluctuations due to entering and exiting pool water, etc. Because it follows, it maintains durability and liquid tightness without tearing or aging.
[Brief description of the drawings]
FIG. 1 is a vertical cross-sectional explanatory view showing a case of a foundation of a swimming pool that stores water in an embodiment of a foundation of a storage tank according to the present invention.
FIG. 2 is an explanatory diagram showing an enlarged part of FIG. 1;
FIG. 3 shows another embodiment of the foundation of the storage tank according to the present invention. In the foundation of the swimming pool for storing water, a drainage port is provided on the upper part of the flexible membrane body that is provided with a natural gradient. It is perspective explanatory drawing which made a part the cross section which shows the case where it provided.
FIG. 4 is a perspective explanatory view, partly in section, showing the case of a swimming pool foundation for storing water as the foundation of a conventional storage tank.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Pool 2 Pool water 3 Bottom plate 4 Side plate 5 Overflow groove 6 Pool deck 7 Side support material 8 Side base plate 9 Bottom base plate 10 Base 11 Lower support layer 12 Flexible film body 13 Upper support layer 14 Presser material 15 Mounting member 16 Drain groove 17 Drain port 21 Pool 22 Pool water 23 Bottom plate 24 Side plate 25 Overflow groove 26 Pool deck 27 Side support material 28 Side base plate 29 Bottom base plate 30 Support layer 31 Foundation

Claims (3)

貯槽を支持する基礎は、最下部の水平版状の底基版と、該底基版の外周を囲む側基版と、該側基版に囲まれた内側の底基版上に設けた下部支持層と、該下部支持層の上部に設け、周縁を上記側基版の内壁面に固定した防水性を有する可撓膜体と、該可撓膜体の上部に設けた、腐食成分を含有しない弾力性を有する上部支持層とで形成し、前記上部支持層は、7号砕石又は砕砂からなる上部支持材で構成され、前記下部支持層は、合成樹脂を発泡して形成した下部支持材で構成されることを特徴とする貯槽の基礎。The foundation for supporting the storage tank is the bottom horizontal plate-shaped bottom base plate, the side base plate surrounding the outer periphery of the bottom base plate, and the lower portion provided on the inner bottom base plate surrounded by the side base plate Contains a support layer, a waterproof flexible membrane body provided on the upper portion of the lower support layer and having a peripheral edge fixed to the inner wall surface of the side base plate, and a corrosive component provided on the flexible membrane body. The upper support layer is formed of an upper support material made of No. 7 crushed stone or crushed sand, and the lower support layer is formed by foaming synthetic resin. The foundation of the storage tank, characterized by comprising . 前記可撓膜体の周縁部は、折り曲げて前記側内壁面に沿って延長し、垂直上方向に立ち上げ、複数の取付孔を設けてなる帯状の押え板を、該周縁部の立ち上げ部に当て、該内壁面に埋め込んだ取付部材に該複数の取付孔を挿通して締付部材により締め付けることにより、該側基版に密接させて固定されたことを特徴とする請求項1記載の貯槽の基礎。 The peripheral portion of the flexible film body is bent and extended along the side inner wall surface, and is raised vertically upward to form a band-shaped presser plate provided with a plurality of mounting holes. 2, wherein the plurality of mounting holes are inserted into a mounting member embedded in the inner wall surface and tightened by a tightening member to be fixed in close contact with the side base plate . The basics of the storage tank. 前記可撓膜体の周縁部は、折り曲げて前記側内壁面に沿って延長し、垂直上方向に立ち上げ、前記側基版の上表面まで延長して折り込み、その上に貯槽の底板を載置して固定されたことを特徴とする請求項記載の貯槽の基礎。 The peripheral portion of the flexible membrane body is bent and extended along the side inner wall surface, raised vertically upward, extended to the upper surface of the side base plate and folded, and the bottom plate of the storage tank is mounted thereon. The storage tank foundation according to claim 1 , wherein the foundation is fixed .
JP2000024814A 2000-01-28 2000-01-28 Basics of storage tank Expired - Lifetime JP4482191B2 (en)

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CN105442625B (en) * 2015-11-04 2018-02-09 中化(舟山)兴海建设有限公司 Application of the positioning bar in large-scale storage tank cushion cap ringwall basis
IT201700006852A1 (en) * 2017-01-23 2018-07-23 Mapi S R L PROCEDURE FOR THE CONSTRUCTION OF A POOL AND POOL

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51115316A (en) * 1975-04-03 1976-10-09 Kawasaki Heavy Ind Ltd Correcting method of un-uniformly settled bottom plate of welded cylin drical steel tank
JPS51137113A (en) * 1975-05-21 1976-11-26 Ishikawajima Harima Heavy Ind Co Ltd Liquid storage tank
JPS52154212A (en) * 1976-06-17 1977-12-21 Chiyoda Chem Eng Construct Co Foundation for tank

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Publication number Priority date Publication date Assignee Title
JPS55129698A (en) * 1979-03-28 1980-10-07 Daiki Netsukougiyou Kk Heat-insulating process of liquid embankment or earth floor for low-temperature liquid storage tank
JPS61146923A (en) * 1984-12-20 1986-07-04 Jgc Corp Foundation structure of high temperature tank
JPH06287965A (en) * 1993-04-05 1994-10-11 Kanegafuchi Chem Ind Co Ltd Foundation for weak ground, and method for constructing foundation in weak ground

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51115316A (en) * 1975-04-03 1976-10-09 Kawasaki Heavy Ind Ltd Correcting method of un-uniformly settled bottom plate of welded cylin drical steel tank
JPS51137113A (en) * 1975-05-21 1976-11-26 Ishikawajima Harima Heavy Ind Co Ltd Liquid storage tank
JPS52154212A (en) * 1976-06-17 1977-12-21 Chiyoda Chem Eng Construct Co Foundation for tank

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