JP4472894B2 - Outdoor playground - Google Patents

Outdoor playground Download PDF

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JP4472894B2
JP4472894B2 JP2001164802A JP2001164802A JP4472894B2 JP 4472894 B2 JP4472894 B2 JP 4472894B2 JP 2001164802 A JP2001164802 A JP 2001164802A JP 2001164802 A JP2001164802 A JP 2001164802A JP 4472894 B2 JP4472894 B2 JP 4472894B2
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water
outdoor playground
concrete mortar
bottom plate
mortar layer
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JP2002356807A (en
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宏治 石井
晃 和田
良一 久保
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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
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E60/00Enabling technologies; Technologies with a potential or indirect contribution to GHG emissions mitigation
    • Y02E60/30Hydrogen technology
    • Y02E60/50Fuel cells

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Description

【0001】
【発明の属する技術分野】
この発明は、スケートボードなどを用いて滑って遊んだり水を溜めて水遊びを行うための、略水平ないし略凹面に湾曲した窪地状に形成する屋外遊び場に関するものである。
【0002】
【従来の技術】
近年、年少者や若者の間で、スケートボードやローラースケートなどを使用して滑って遊ぶ競技が流行っている。これらの滑って遊ぶ競技は、道路や公園の広場などの堅い床面を利用し、カラーコーン、平均台、湾曲面や傾斜面を有する架台などを配置して行っているが、道路や広場などの場所では、通行の障害になったり、近隣の住民に騒音公害を与えたり、ゴミの散乱や器物の損傷などを発生する場合があった。
このように、年少者や若者がスケートボードなどを使って滑って遊んだり、幼児や年少者などが夏期の暑い時期に、水を溜めた中で湾曲面を滑って水遊びなどして遊ぶ場所は少なく、レジャー性や安全性が配慮されておらず安心して遊ばせることができなかった。
そこで、通行の障害とならず、騒音などによって迷惑とならないようにして、安全で健康的に滑ったり水遊びなどに使用する施設が求められており、屋外に施工性よく構築することができ、耐久性を有し、変化性、遊戯性、運動の技量向上に役立つ施設が望まれていた。
【0003】
なお、スケートボードの練習や競技に用いるように、プレキャストコンクリート製のハーフパイプの人工滑走路のユニットが考えられており、また、スノーボード用ゲレンデ構築に使用し、夏期にはスケートボード用としても使用できるハーフパイプゲレンデ構築用ユニットなども考えられているが、現地までの運搬が大変になる問題が生じたり、屋外での基礎の構築が大掛かりとなったり、基礎と基版の構築が繁雑になったりして、屋外の広い場所に施工性よく簡単容易に構築することは難しかった。
【0004】
【発明が解決しようとする課題】
屋外で構築する屋外の遊び場は、底部が略平坦で広い面積を有する場合に、地面の基礎に底部を平均に支えるとともに、施工性よく経済的に底部を構築することは難しかった。
そして、地面の土圧がかかったり、地下水が上昇した場合に、押し上げる力が加わって底部に割れが生じるおそれがあった。また、地下水が増加し上昇した場合に、底部上部に地下水が透過してくる心配があり、水を使用しない遊びをする時に浸水などの不具合を生じるおそれがあった。
また、雨が降った時に、雨水が底部から地下へ浸透して基礎が軟弱になり、基礎の強度が低下するおそれがあった。さらに、底部からの浸透を防止し雨水を溜めて、効率よく遊び場の外部へ排出することが難しかった。
また、遊び場の側部を土盛りや堀下げた斜面を使用した場合には、周囲からの土圧によって側部に割れや損傷を生じるおそれがあった。また、斜面に設けた側部の湾曲面に繰返し変形荷重がかかって、表面にヒビ割れや剥がれなどが生じる心配もあった。
さらに、底部と側部の接続箇所においては、底部の周縁は引張り荷重や曲げ荷重が集中し、また側部の端縁には圧縮荷重や曲げ荷重が繰り返しかかるため、その接続部近傍が損傷するおそれがあった。
そして、水遊びをする際には、水が基礎の中へ浸透するのを防止し、コンクリートモルタル層などの部材に表面クラックや割れが発生することなく、変形荷重などに強い構造にすることが望まれており、さらに水遊びの際には床面が滑って危険とならないように、床面を安全な表面仕上げにすることが肝要であった。
【0005】
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、屋外での施工性に優れ、使用時の耐久性に優れ、スケートボード遊び、水遊びなどに使用し、安全で安心して遊ぶことができる屋外遊び場を提供する。
【0006】
【課題を解決するための手段】
この発明に係る屋外遊び場は、略水平な底部と該底部の外側に湾曲して立ち上がる側部とからなる窪地状の屋外遊び場であって、上記底部は支持層の上に略水平に配設した遮水構造の底板の上に打設したコンクリートモルタル層で形成し、かつ上記側部はフーチング上に設けた支持枠上に張設した波形鋼板の上に打設したコンクリートモルタル層で形成してなり、上記底板周縁部は垂直な止水縁を設けた周縁底板に形成するとともに、該周縁底板は上記側部のフーチング上に固着したものである。
【0007】
また、上記屋外遊び場内へ水を供給する給水設備を設けるとともに、上記止水縁の上端縁より下方に水位を維持するオーバーフロー設備を設けたものである。
【0008】
また、上記屋外遊び場のコンクリートモルタル層は、縦断面を垂直に仕切る継手部材と、該継手部材の上部を充填する目地材とを設けるとともに、上面を木ゴテ仕上げ等による粗仕上げ面に形成したものである。
【0009】
【発明の実施の形態】
この発明に係る屋外遊び場1の実施形態例について、図1乃至図5に基づいて説明する。
図1は、水平又は凹状に略平坦面を有する底部2と、凹状の急傾斜面に湾曲する側部3とからなる屋外遊び場1を一部欠除してその縦断面を示すもので、図2はその一部を拡大してさらに詳細に示し、図3は底部2に水16を張った状態を示している。
【0010】
図1に示すように、略平坦な底部2は、地盤基礎4上に設けた支持層5と、この支持層5の上に配設した底板6と、この底板6上に打設した略水平な湾曲面のコンクリートモルタル層7とで形成する。なお、底部2の中央下部などの要所には、剛構造の底部フーチング8を設け、底板6の内側端部9近傍にかかる垂直荷重を確りと支えられるようにしている。
【0011】
上記地盤基礎4は、例えば、地面を掘下げて広い略平坦面とし、その上に割り石を敷き並べ、その上に粗い砂利を敷き固め、さらにその上に捨てコンクリートを打設して、例えば厚さ約100〜300ミリメートル程度の略水平版状に形成する。
上記地盤基礎4の上に施工する支持層5は、後述する砕石や砂などの弾力性を有する部材を転圧して、例えば厚さ約100〜200ミリメートル程度の均一な層で、底板6にかかる垂直荷重を平均に支えるように形成する。
【0012】
また、図1に示すように、急傾斜に湾曲する側部3は、剛構造のフーチング10の上に組立てた架構11と、この架構11の上に固着した支持枠12と、この支持枠12上に張設した波形鋼板13と、この波形鋼板13の上に打設した湾曲面のコンクリートモルタル層7とで形成する。
【0013】
上記フーチング10は、例えば、地面を掘下げ或いは盛り土して土留め壁14を設け、その内側下部に杭打ちしてその上に鉄筋コンクリートの杭基礎15を設け、この杭基礎15の上に打設する。
このフーチング10上に、アングル材やチャンネル材などの形鋼材を用いて垂直材と水平材などを組合せて架構11を構築し、この架構11の上側部に湾曲面に合わせて成形した支持枠12を、例えば約500〜1800ミリメートル程度の間隔をおいて配置する。この支持枠12,12間に波形鋼板13を湾曲面に沿わせるように張設し、この波形鋼板13上に、例えば厚さ約50〜400ミリメートル程度のコンクリートモルタル層7を打設して湾曲面状に形成する。
【0014】
上記支持層5の上に配設する底板6は、図2に詳細を例示するように、遮水性を有する鋼板などの部材で形成し、その周縁部は厚さを増加した周縁底板17に形成し、この周縁底板17の端部近傍に、垂直に立ち上げた止水縁18を設ける。この止水縁18は、例えば、高さ約50〜300ミリメートル程度とし、後に図3に示して詳述するように、コンクリートモルタル層7の上に張った水16が、下部及び周囲に浸透しないように塞き止めている。
このように遮水性を有する底板6を配設することにより、地下水が上昇し底部2に浸透してくることがなく、また雨水や水16が地下へ浸透することもないので、基礎の軟弱化や劣化が防止されるため底部2の耐久性が向上する。
【0015】
上記遮水性を有する底板6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構造に形成する。底板6の一例として、例えば厚さ6ミリメートル程度の鋼板などを使用した場合には、重ねすみ肉溶接や突合せ完全溶込み溶接などによって接合し、また周縁底板17は、例えば9ミリメートル程度の鋼板などを用いて、重ねすみ肉溶接や突合せ完全溶込み溶接によって接合し、また上記止水縁18は曲げ成形材を用いるか或いは同種の鋼板などを溶接して形成する。
【0016】
底部2と側部3の結合部近傍を、図2に基づいてさらに詳細に説明する。底板6に接続する周縁底板17と直角に立ち上がる止水縁18とで形成される角部には、側面三角形状のリブ板19を溶着して補強する。そして、周縁底板17は、アンカーボルト(図示せず)によって側部3のフーチング10に固着する。また、波形鋼板13を固着した支持枠12の下端部には、取付部材21を設け、この取付部材21は、アンカーボルト22によって側部3のフーチング10に固着する。
このように底板6の周縁底板17は、側部3のフーチング10の上に頑強に固着されているため、引っ張り荷重と曲げ荷重が伝わっても移動や変形などすることなく、また止水縁18によって強度が高まり、さらにリブ板19によって補強されるため、損傷などするおそれがなく高強度で耐久性に優れる。また、側部3の支持枠12と波形鋼板13もフーチング10の上に頑強に固着されているので、曲げ荷重や繰り返し変形荷重を受けても耐久性に優れたものとなる。
【0017】
なお、フーチング10に固着された波板鋼板13と止水縁18との間は、コンクリートモルタルを打設する際に、この隙間からコンクリートモルタルが流れ落ちないように、波板鋼板13と止水縁18との間を埋める如く、例えば、薄い鋼板にて形成した連結板23を設ける。図2のように連結板23を架け渡すことにより、周囲に降る雨がコンクリートモルタル層7内に浸透し、浸透水が波板鋼板13の上を伝わって下降したとしても、遮水性を有する底板13の上方の底部2に溜めることができるので、排水口(図示せず)から外部へ効率良く排出することが可能となる。
【0018】
図3は、底部2に水を溜めた状態を示す。周縁底板17に設ける止水縁18は、水16の水位より高く立ち上げて形成する。水16の水位を維持するためのオーバーフロー設備24は、止水縁18の上端縁近傍に開口するオーバーフロー排出口25と、このオーバーフロー排出口25から外部へ水を排出するオーバーフロー排水管26とから形成する。
このようにオーバーフロー設備24を設けたことによって、コンクリートモルタル層7の上に張った水16は、遮水性を有する底板6,17の下部に浸透することなく、また周縁を直角に立ち上げた止水縁18で遮られて周囲に漏れることもなく所定の水深が維持されるため、この水16を夏期の水遊びに使用することができる。
【0019】
底板6を平均に支える支持層5の事例について、さらに詳細に説明する。支持層5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、或いは、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、又は、JIS A5005「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、堅硬、耐久的で、ごみ、泥、有機物などの不純物を含有していないもので、粒子間の空隙が多く弾力性を有するものが使用される。或いはまた、支持層5として、合成樹脂を発泡して形成した支持材、例えばポリスチレンフォームのボード材などの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。
【0020】
波形鋼板13の事例について、さらに詳細に説明する。波形鋼板13は、例えば、JIS G3352「デッキプレート」に規定されている圧延鋼材、山谷断面形状の亜鉛めっき鋼板などを使用し、上記支持枠12上面に溶接やボルト・ナットなどによって固着する。このように、波形鋼板13を用いることによって、三次元に湾曲する湾曲面形状に沿わせて裁断加工し、かつ曲げて配列することが容易となり、かつ波形に直交する方向の変形やたわみに対して強い剛構造とすることができる。またコンクリートモルタル層7を上面に打設する際に、型枠としてコンクリートモルタルの垂れ下がりを防止することができ湾曲面形状の仕上げがやり易くなる。
【0021】
上記のように形成した底部2は、支持層5の弾力性能などによって、遊戯者の出入りなどによる荷重変動に伴う底板6の変形を吸収するため、耐久性を維持し、また側部3は、支持枠12及び波形鋼板13に支えられて荷重を吸収し、遊戯者の荷重変動に伴う湾曲面の外側方向へのたわみや繰返し変動に対して耐久性を維持する。
【0022】
図4に基づいて、コンクリートモルタル層7について詳細に説明する。このコンクリートモルタル層7は、底板6から波形鋼板13にわたって滑らかに連続させて打設するもので、まずコンクリートモルタル層7を打設する前に、底板6及び波形鋼板13の上面に、金属製又はプラスチック製部材よりなり間隔を保持するスペーサ27を配置し、その上に溶接金網又は鉄筋、ワイヤラスなどの補強材28を配設する。また、所定範囲を区画するように、例えばゴム系材料などの伸縮継手材からなる帯板状の仕切板片29を、接着や溶着或いは固着することなく下端部を接触させ支えた状態にして立設する。次いで、この区切板片29に囲まれた範囲内にコンクリートモルタル層7を打設する。そして、仕切板片29の上部には、例えば、シリコンゴム、合成樹脂材などの弾力性を有する目地材30を充填する。この目地材30は、コンクリートモルタル層7,7間の隙間を埋め、遮水するように充填し、コンクリートモルタル層7及び目地材30の上面の滑り面31を円滑に形成する。
また、コンクリートモルタル層7上面の滑り面31は、水遊びの際に滑って危険とならないように、例えば、少なくとも底部2の表面は木ゴテなどを用いてやや粗い表面仕上げを行って粗仕上げ面に形成する。なお、側部3の表面は、金ゴテなどによって表面がより円滑になるように表面仕上げを行い、滑り状態をさらに良くしてもよい。
【0023】
上記のように、コンクリートモルタル層7を区画するように伸縮性を有する仕切板片29を設けたので、コンクリートモルタル層7が収縮や膨張をしても、伸縮性を有する仕切板片29が変位を吸収するため、コンクリートモルタル層7にヒビ割れを発生することがない。また、仕切板片29の上部に目地材30を充填した滑り面31は、遊戯者が滑って遊ぶのに障害とならず違和感を生じることもない。
また、上記のように、コンクリートモルタル層7の上面の滑り面31を、木ゴテなどによって粗仕上げ面に形成しているので、底部2の上面は滑り難いため、夏期に遊戯者が裸足などで水遊びをする際に、滑って転んだりして危険となることがなく安全に遊ぶことができる。また、スケートボード遊びなどの際には、木ゴテ仕上げによる粗仕上げ面であっても滑走に何ら支障なく、円滑に走降して遊ぶことができる。このように木ゴテで表面仕上げを行うので、表面割れが生じ難く、底部2に水16を溜めた際の遮水性が一層向上するため、水遊びにより適した遊び場となる。なお、側壁3の湾曲面の滑り面31を金ゴテ仕上げをしてより滑り易く形成した場合には、スケートボード遊びなどの際に速度が増し、また水遊びの際にも滑り状態が良くなるため、レジャー性が一層向上した屋外遊び場となる。
【0024】
なお、上記実施形態例は、屋外遊び場1の滑り面31をコンクリートモルタル層7によって形成した場合について詳述したが、合成樹脂材層、或いは鋼板などでを用いて、連続した面で耐久性を有する滑り面31を形成してもよい。この場合には、小規模で比較的単純な滑り面31を有する遊び場を形成する場合に適し、簡単に組立て施工することが可能となる。
【0025】
図5に屋外遊び場1の一事例の全体平面を示す。屋外遊び場1は、周囲を盛り上げ或いは内側を掘下げて、略平坦面と湾曲面を有する窪地状に形成する。この図5に示す屋外遊び場1は、全体形状を、平面円形、平面楕円形、平面長円形の形状を組合せて、変化性をもたせた窪地形状の滑り面31に形成したものである。この屋外遊び場1の内部へは、出入口32,32など周囲から出入りする。この出入口32の床面は緩やかなスロープを有する緩斜面33に形成して出入りをし易くしている。また、出入口32には安全のための手摺り34を設け、さらに滑り面31には、遊戯に使用するための高さの低いレール状の手摺り35を設ける。
図5内の破線で示す範囲内は、略水平或いは緩やかな傾斜や湾曲した滑り面31を有する底部2で、この底部2の外側の範囲、破線と実線に囲まれた帯状の範囲は、湾曲して立ち上がる滑り面31を有する側部3に形成している。
【0026】
また、図5に示すように、屋外遊び場1の底部2の最も低い箇所に排水設備36を設け、雨水や溜った水を外部に排出するように形成する。
37は屋外遊び場1内へ水を供給する水道蛇口や噴水などの給水設備で、24は、図3で詳述したオーバーフロー設備で、底部2に水を溜めて所定水深を維持するように設ける。上記給水設備37から屋外遊び場1内へ水を供給し、オーバーフロー設備24を使用して底部2に所定水位の水を溜めて、夏期の暑い時期に水遊びなどに使用する。
なお、屋外遊び場1の側部3の外側には、略水平面に形成した肩部38を設け、さらにその外側には飛び出しを防止する安全柵39を設ける。また、安全柵39の外側には、通路40や広場、植え込みなどを設けることにより、騒音対策や美観など周辺環境にも配慮した屋外遊び場1となる。
【0027】
上述のように形成した変化性に富んだ屋外遊び場1は、スケートボードやローラースケートなどの側部3を使用して滑走する遊びや、夏期には底部2に水を溜めて遊ぶ水遊びに適し、レジャー性の向上、運動競技の技量向上が図られ、安全で健康的に安心して遊ぶことができる屋外遊び場1となる。
【0028】
【発明の効果】
上述の説明で明らかなように、この発明に係る屋外遊び場は、略水平な底部と該底部の外側に湾曲して立ち上がる側部とからなる窪地状の屋外遊び場であって、上記底部は支持層の上に略水平に配設した遮水構造の底板の上に打設したコンクリートモルタル層で形成し、かつ上記側面はフーチング上に設けた支持枠上に張設した波形鋼板の上に打設したコンクリートモルタル層で形成してなり、上記底板周縁部は垂直な止水縁を設けた周縁底板に形成するとともに、該周縁底板は上記フーチング上に固着したので、底部は、広い面積の底部にかかる垂直荷重を平均に確りと支えることができ、コンクリートモルタル層は底板に支えられて均一に打設することができ、また、地下水が上昇し底面に透過してくるのを防止し、降雨水も地下に浸透することなく、水を溜めて効率良く遊び場の外へ排出することが可能となり、また、底部の周縁に引っ張り荷重と曲げ荷重が伝わっても損傷などするおそれがなく高強度で耐久性に優れた底部となり、側部の湾曲面に曲げ荷重と繰り返し変形荷重を受けても損傷するおそれがなく、コンクリートモルタル層の施工性に優れ、構築が簡単容易となり工期も短縮化されるため経済性にも優れ、スケートボードなどを用いて滑って遊ぶのにより適した屋外遊び場を提供することができる。
【0029】
また、上記屋外遊び場内へ水を供給する給水設備を設けるとともに、上記止水縁の上端縁より下方に水位を維持するオーバーフロー設備を設けた屋外遊び場にあっては、供給された水は止水縁で遮られてオーバーフロー設備で所定の水深が維持されるので、夏期には底部に水を溜めて遊ぶ水遊びに使用することができるため、スケートボード遊びなどと合わせて水遊びにも適したものとなり、レジャー性の向上が図られ、安全で健康的に安心して遊ぶことができる屋外遊び場となる。
【0030】
また、上記屋外遊び場のコンクリートモルタル層は、縦断面を垂直に仕切る継手部材と、該継手部材の上部を充填する目地材とを設けるとともに、上面を木ゴテ仕上げ等による粗仕上げ面に形成したので、繰り返して滑走の荷重や変形荷重などがかかったり、温度や湿度、外気などの変化に対して、上記目地材の弾力性及び膨張、収縮性によって荷重が緩和されるため、コンクリートモルタル層にヒビ割れや表面クラックが入ることなく、耐久性が向上し、また、上記目地材が表出したコンクリートモルタル層の上面は平滑面となるので、滑走の障害となることはなく、さらにまた、コンクリートモルタル層の底部は水遊びの際に滑って危なくなることもなく安全に遊ぶことができる。
【図面の簡単な説明】
【図1】 この発明に係る屋外遊び場の実施形態例で、底部から側部に至る箇所を一部欠除して示す縦断面説明図である。
【図2】 図1の一部を拡大して詳細に示す説明図である。
【図3】 水を溜めた状態を示す説明図である。
【図4】 コンクリートモルタル層の縦断面を示す説明図である。
【図5】 屋外遊び場の一事例で、その全体平面を示す説明図である。
【符号の説明】
1 屋外遊び場 2 底部
3 側部 4 地盤基礎
5 支持層 6 底板
7 コンクリートモルタル層 8 底部フーチング
9 内側端部 10 フーチング
11 架構 12 支持枠
13 波形鋼板 14 土留め壁
15 杭基礎 16 水
17 周縁底板 18 止水縁
19 リブ板
21 取付部材 22 アンカーボルト
23 連結板 24 オーバーフロー設備
25 オーバーフロー排出口 26 オーバーフロー排水管
27 間隔保持片 28 補強材
29 仕切板片 30 目地材
31 滑り面 32 出入口
33 傾斜部 34 手摺り
35 手摺り 36 排水設備
37 給水設備 38 肩部
39 安全柵 40 通路
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to an outdoor playground that is formed in a concave shape that is curved in a substantially horizontal or substantially concave surface, for playing with water by skateboarding or by pooling water.
[0002]
[Prior art]
In recent years, competitions have been popular among young people and young people to play by using skateboards and roller skates. These slide-playing competitions are carried out using hard floors such as roads and park squares, and placing color cones, balances, and pedestals with curved or inclined surfaces. In this place, there were cases in which traffic obstruction, noise pollution to nearby residents, scattering of garbage and damage to equipment occurred.
In this way, young people and young people can play with skateboards, etc., and infants and young people can play in the hot summer season by sliding on curved surfaces and playing with water. There were few, and leisure and safety were not taken into consideration and it was not possible to play with peace of mind.
Therefore, there is a need for facilities that can be used safely and healthy for sliding and playing in the water without being an obstacle to traffic and annoying by noise, etc., and can be constructed outdoors with good workability and durability. There is a need for a facility that has the ability to improve the skill of variability, playability, and exercise.
[0003]
In addition, a precast concrete half-pipe artificial runway unit is considered for use in skateboarding practice and competition, and it is also used for snowboarding slope construction, and in summer, it is also used for skateboarding. A half-pipe slope construction unit that can be built is also considered, but problems such as transportation to the site become difficult, construction of foundations outdoors becomes large, construction of foundations and base plates becomes complicated In other words, it was difficult to easily and easily construct a large outdoor place with good workability.
[0004]
[Problems to be solved by the invention]
In the case of an outdoor playground constructed outdoors, when the bottom is substantially flat and has a large area, it is difficult to construct the bottom economically with good workability while supporting the bottom on the foundation of the ground on average.
When the earth pressure is applied to the ground or when the groundwater rises, there is a possibility that a force to push up is applied to cause a crack at the bottom. Further, when the groundwater increases and rises, there is a concern that the groundwater may permeate into the upper part of the bottom, and there is a risk of causing problems such as flooding when playing without using water.
In addition, when raining, rainwater permeates from the bottom to the basement and the foundation becomes soft, which may reduce the strength of the foundation. Furthermore, it was difficult to prevent permeation from the bottom, collect rainwater, and efficiently discharge it outside the playground.
In addition, when using a slope where the side portion of the playground is piled up or dug down, the side portion may be cracked or damaged by earth pressure from the surroundings. There is also a concern that a deformation load is repeatedly applied to the curved surface of the side portion provided on the slope, and the surface is cracked or peeled off.
In addition, at the connection between the bottom and the side, tensile load and bending load are concentrated on the periphery of the bottom, and compression load and bending load are repeatedly applied to the edge of the side, so that the vicinity of the connection is damaged. There was a fear.
When playing with water, it is desirable to prevent water from penetrating into the foundation and to make the structure resistant to deformation loads without causing surface cracks or cracks in the concrete mortar layer and other components. In addition, it is important to make the floor surface a safe surface so that the floor surface does not slip and become dangerous when playing with water.
[0005]
The object of the present invention was made in view of the problems of the prior art as described above, is excellent in outdoor workability, excellent in durability during use, used for skateboard play, water play, etc. Provide an outdoor playground where you can play safely and with peace of mind.
[0006]
[Means for Solving the Problems]
An outdoor playground according to the present invention is a hollow outdoor playground having a substantially horizontal bottom portion and a side portion that curves and rises outside the bottom portion, and the bottom portion is disposed substantially horizontally on a support layer. It is formed with a concrete mortar layer placed on the bottom plate of the water-impervious structure, and the side part is formed with a concrete mortar layer placed on a corrugated steel sheet stretched on a support frame provided on the footing. The bottom plate peripheral portion is formed on a peripheral bottom plate provided with a vertical water stop edge, and the peripheral bottom plate is fixed on the side footing.
[0007]
Moreover, while providing the water supply equipment which supplies water in the said outdoor playground, the overflow equipment which maintains a water level below the upper end edge of the said water stop edge is provided.
[0008]
In addition, the concrete mortar layer of the outdoor playground is provided with a joint member that vertically partitions the longitudinal section and a joint material that fills the upper part of the joint member, and the upper surface is formed with a rough finish surface such as a wooden finish. It is.
[0009]
DETAILED DESCRIPTION OF THE INVENTION
An embodiment of an outdoor playground 1 according to the present invention will be described with reference to FIGS.
FIG. 1 shows a longitudinal section of a part of an outdoor playground 1 consisting of a bottom 2 having a substantially flat surface in a horizontal or concave shape and a side 3 curved to a concave steeply inclined surface. 2 shows a part thereof enlarged and shown in more detail, and FIG. 3 shows a state in which water 16 is stretched on the bottom 2.
[0010]
As shown in FIG. 1, the substantially flat bottom portion 2 includes a support layer 5 provided on the ground foundation 4, a bottom plate 6 disposed on the support layer 5, and a substantially horizontal surface placed on the bottom plate 6. And a concrete mortar layer 7 having a curved surface. In addition, the bottom footing 8 having a rigid structure is provided at an important point such as the central lower portion of the bottom 2 so that the vertical load applied to the vicinity of the inner end 9 of the bottom plate 6 can be firmly supported.
[0011]
The ground foundation 4 is formed, for example, by digging the ground into a wide, substantially flat surface, laying quarry stones on it, laying and solidifying rough gravel on the ground, and placing abandoned concrete thereon, It is formed in a substantially horizontal plate shape of about 100 to 300 millimeters.
The support layer 5 to be constructed on the ground foundation 4 is a uniform layer having a thickness of about 100 to 200 mm, for example, by rolling a member having elasticity such as crushed stone and sand, which will be described later, and is applied to the bottom plate 6. It is formed to support the vertical load to the average.
[0012]
Further, as shown in FIG. 1, the side portion 3 that curves steeply includes a frame 11 assembled on a rigid structure footing 10, a support frame 12 fixed on the frame 11, and the support frame 12. The corrugated steel sheet 13 stretched on the corrugated steel sheet 13 and the curved concrete mortar layer 7 placed on the corrugated steel sheet 13 are formed.
[0013]
The footing 10 is formed, for example, by digging or embedding the ground to provide a retaining wall 14, piled on the inner lower portion thereof, provided a reinforced concrete pile foundation 15 thereon, and placed on the pile foundation 15. .
A frame 11 is constructed on the footing 10 by combining a vertical material and a horizontal material using a shape steel material such as an angle material or a channel material, and a support frame 12 formed on the upper portion of the frame 11 according to a curved surface. Are arranged at intervals of about 500 to 1800 millimeters, for example. A corrugated steel plate 13 is stretched between the support frames 12 and 12 so as to be along the curved surface, and a concrete mortar layer 7 having a thickness of, for example, about 50 to 400 mm is placed on the corrugated steel plate 13 to bend. Form in a planar shape.
[0014]
As illustrated in detail in FIG. 2, the bottom plate 6 disposed on the support layer 5 is formed of a member such as a steel plate having water shielding properties, and the peripheral portion thereof is formed on the peripheral bottom plate 17 having an increased thickness. In the vicinity of the end of the peripheral bottom plate 17, a water-stopping edge 18 raised vertically is provided. The water stop edge 18 has a height of about 50 to 300 millimeters, for example, and as will be described in detail later with reference to FIG. So as to block it.
By disposing the bottom plate 6 having water shielding properties as described above, the groundwater does not rise and penetrate into the bottom 2, and rainwater and water 16 do not penetrate into the basement. Since the deterioration is prevented, the durability of the bottom 2 is improved.
[0015]
The bottom plate 6 having the water-blocking property is integrally joined by welding or welding using a thin flat plate made of a metal material such as iron, aluminum, stainless steel, or a synthetic resin material such as fiber-reinforced plastics. To form a liquid-tight structure. As an example of the bottom plate 6, for example, when a steel plate having a thickness of about 6 mm is used, the bottom plate 6 is joined by overlap fillet welding, butt full penetration welding, or the like. Are joined by lap fillet welding or butt full penetration welding, and the water stop edge 18 is formed by using a bending molded material or welding the same type of steel plate.
[0016]
The vicinity of the joint between the bottom 2 and the side 3 will be described in more detail with reference to FIG. A rib plate 19 having a triangular side surface is welded and reinforced at a corner formed by the peripheral bottom plate 17 connected to the bottom plate 6 and the water stop edge 18 rising at a right angle. And the peripheral bottom board 17 adheres to the footing 10 of the side part 3 with an anchor bolt (not shown). Further, an attachment member 21 is provided at the lower end portion of the support frame 12 to which the corrugated steel plate 13 is fixed, and this attachment member 21 is fixed to the footing 10 of the side portion 3 by an anchor bolt 22.
Since the peripheral bottom plate 17 of the bottom plate 6 is firmly fixed on the footing 10 of the side portion 3 in this way, even if a tensile load and a bending load are transmitted, it does not move or deform, and the water stop edge 18 Since the strength is increased by the rib plate 19 and is further reinforced by the rib plate 19, there is no risk of damage and the strength is high and the durability is excellent. Moreover, since the support frame 12 and the corrugated steel plate 13 of the side part 3 are also firmly fixed on the footing 10, they are excellent in durability even when subjected to bending load or repeated deformation load.
[0017]
In addition, between the corrugated steel sheet 13 fixed to the footing 10 and the water stop edge 18, when placing the concrete mortar, the corrugated steel sheet 13 and the water stop edge are prevented so that the concrete mortar does not flow down from this gap. For example, a connecting plate 23 formed of a thin steel plate is provided so as to be filled with the space 18. As shown in FIG. 2, by connecting the connecting plate 23, even if rain that falls to the periphery permeates into the concrete mortar layer 7 and the permeated water descends along the corrugated steel plate 13, the bottom plate has a water shielding property. Since it can be stored in the bottom part 2 above 13, it becomes possible to discharge | emit efficiently outside from a drain outlet (not shown).
[0018]
FIG. 3 shows a state where water is accumulated in the bottom 2. The water stop edge 18 provided on the peripheral bottom plate 17 is formed to rise higher than the water level of the water 16. The overflow facility 24 for maintaining the water level of the water 16 is formed from an overflow outlet 25 opened near the upper edge of the water stop edge 18 and an overflow drain pipe 26 for discharging water from the overflow outlet 25 to the outside. To do.
By providing the overflow facility 24 in this way, the water 16 stretched on the concrete mortar layer 7 does not penetrate into the lower portions of the bottom plates 6 and 17 having water shielding properties, and the peripheral edge is raised at a right angle. Since the predetermined water depth is maintained without being blocked by the water edge 18 and leaking to the surroundings, the water 16 can be used for water play in summer.
[0019]
An example of the support layer 5 that supports the bottom plate 6 on average will be described in more detail. The support layer 5 is, for example, a basic sand such as mountain sand or river sand that is generally inexpensive and easily available, or a single particle size crushed stone defined in JIS A5001 “Road crushed stone”. Single-grade crushed stone with a nominal name of S-5 (No. 7), that is, commonly known as No. 7 crushed stone, or 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, etc. Used is hard and durable and does not contain impurities such as dust, mud and organic matter, and has many voids between particles and elasticity. Alternatively, when a support material formed by foaming a synthetic resin, for example, a support material such as a polystyrene foam board material, is used as the support layer 5, it is lightweight, durable, homogenized and has a high porosity. , Improve elasticity, reduce the weight of the foundation.
[0020]
An example of the corrugated steel sheet 13 will be described in more detail. The corrugated steel sheet 13 is, for example, a rolled steel material defined in JIS G3352 “deck plate”, a galvanized steel sheet having a mountain-valley cross-sectional shape, or the like, and is fixed to the upper surface of the support frame 12 by welding, bolts, nuts, or the like. Thus, by using the corrugated steel sheet 13, it becomes easy to cut along a curved surface shape that is curved in three dimensions, and to be bent and arranged, and against deformation and deflection in a direction orthogonal to the corrugation. And strong rigid structure. Further, when the concrete mortar layer 7 is placed on the upper surface, the concrete mortar can be prevented from sagging as a mold, and the curved surface shape can be easily finished.
[0021]
The bottom 2 formed as described above absorbs deformation of the bottom plate 6 due to fluctuations in the load due to the player entering and leaving due to the elastic performance of the support layer 5, etc., so that the durability is maintained. It is supported by the support frame 12 and the corrugated steel plate 13 to absorb the load, and maintains durability against bending of the curved surface in the outward direction and repeated variations due to the player's load variation.
[0022]
Based on FIG. 4, the concrete mortar layer 7 is demonstrated in detail. This concrete mortar layer 7 is placed continuously and continuously from the bottom plate 6 to the corrugated steel sheet 13. First, before placing the concrete mortar layer 7, the top surface of the bottom plate 6 and the corrugated steel sheet 13 is made of metal or A spacer 27 made of a plastic member and maintaining a gap is disposed, and a reinforcing member 28 such as a welded wire mesh, a reinforcing bar, or a wire lath is disposed thereon. Further, for example, a strip-like partition plate piece 29 made of an expansion joint material such as a rubber-based material is placed in a state in which the lower end portion is in contact with and supported without bonding, welding, or fixing so as to partition a predetermined range. Set up. Next, the concrete mortar layer 7 is placed in a range surrounded by the partition plate pieces 29. And the joint material 30 which has elasticity, such as a silicone rubber and a synthetic resin material, is filled into the upper part of the partition plate piece 29, for example. The joint material 30 fills the gap between the concrete mortar layers 7 and 7 so as to shield the water, and smoothly forms the sliding surface 31 on the top surface of the concrete mortar layer 7 and the joint material 30.
In addition, the sliding surface 31 on the top surface of the concrete mortar layer 7 may be roughened by, for example, slightly roughing the surface of the bottom 2 using a wooden trowel, for example, so that it does not become dangerous when sliding in the water. Form. In addition, the surface of the side part 3 may be surface-finished so that a surface may become smoother with a gold trowel etc., and a sliding state may be improved further.
[0023]
As described above, since the partition plate piece 29 having elasticity is provided so as to partition the concrete mortar layer 7, even if the concrete mortar layer 7 contracts or expands, the partition plate piece 29 having elasticity is displaced. Therefore, the concrete mortar layer 7 is not cracked. Further, the sliding surface 31 in which the joint material 30 is filled in the upper part of the partition plate piece 29 does not become an obstacle to the player to slide and play and does not cause a sense of incongruity.
In addition, as described above, since the sliding surface 31 on the top surface of the concrete mortar layer 7 is formed with a rough finish surface using a wooden trowel or the like, the top surface of the bottom portion 2 is difficult to slip, so that a player can barefoot in the summer. When playing in the water, you can play safely without slipping and falling. Also, when playing skateboarding, even if it is a rough surface with a wooden finish, you can run smoothly and run smoothly without any obstacles. Since surface finishing is performed with a wooden trowel in this manner, surface cracks are unlikely to occur, and the water barrier property when water 16 is accumulated in the bottom 2 is further improved, so that the playground is more suitable for playing with water. In addition, when the sliding surface 31 of the curved surface of the side wall 3 is formed with a gold trowel so as to be more slippery, the speed increases during skateboarding and the like, and the sliding state also improves during watering. It will be an outdoor playground with improved leisure.
[0024]
In addition, although the said embodiment explained in full detail about the case where the sliding surface 31 of the outdoor playground 1 was formed with the concrete mortar layer 7, durability was provided in the continuous surface using a synthetic resin material layer or a steel plate. You may form the sliding surface 31 which has. In this case, it is suitable for forming a playground having a small and relatively simple sliding surface 31, and can be easily assembled and constructed.
[0025]
FIG. 5 shows an overall plan view of an example of the outdoor playground 1. The outdoor playground 1 is formed in a concave shape having a substantially flat surface and a curved surface by raising the periphery or dug down the inside. The outdoor playground 1 shown in FIG. 5 has an overall shape formed on a sliding surface 31 of a depression shape with a change by combining a shape of a plane circle, a plane ellipse, and a plane oval. The outdoor playground 1 enters and exits from the surroundings such as the entrances 32 and 32. The floor surface of the entrance / exit 32 is formed on a gentle slope 33 having a gentle slope to facilitate entry / exit. Further, a handrail 34 for safety is provided at the entrance / exit 32, and a rail-like handrail 35 having a low height for use in play is provided on the sliding surface 31.
The range indicated by the broken line in FIG. 5 is the bottom 2 having a substantially horizontal or gentle slope or curved sliding surface 31, and the range outside the bottom 2, the band-shaped range surrounded by the broken line and the solid line is curved. Then, it is formed on the side portion 3 having the sliding surface 31 that rises.
[0026]
Moreover, as shown in FIG. 5, the drainage equipment 36 is provided in the lowest part of the bottom part 2 of the outdoor playground 1, and it forms so that rain water and the accumulated water may be discharged | emitted outside.
37 is a water supply facility such as a water tap or fountain for supplying water to the outdoor playground 1, and 24 is an overflow facility described in detail in FIG. 3, which is provided so as to accumulate water at the bottom 2 and maintain a predetermined water depth. Water is supplied into the outdoor playground 1 from the water supply facility 37, and water of a predetermined water level is accumulated in the bottom portion 2 using the overflow facility 24, and is used for water play etc. in the hot summer season.
A shoulder 38 formed in a substantially horizontal plane is provided on the outside of the side portion 3 of the outdoor playground 1, and a safety fence 39 for preventing jumping is provided on the outside thereof. In addition, by providing a passage 40, a plaza, planting, and the like outside the safety fence 39, the outdoor playground 1 that takes into consideration the surrounding environment such as noise countermeasures and beauty is provided.
[0027]
The outdoor playground 1 rich in variability formed as described above is suitable for a play that uses the side 3 such as a skateboard or a roller skate, and a water play that accumulates water on the bottom 2 in the summer. The leisure play and the skill of athletics are improved, and the outdoor playground 1 is a safe and healthy place to play with peace of mind.
[0028]
【The invention's effect】
As apparent from the above description, the outdoor playground according to the present invention is a hollow outdoor playground having a substantially horizontal bottom portion and a side portion that curves and rises outside the bottom portion, and the bottom portion is a support layer. It is formed with a concrete mortar layer placed on the bottom plate of a water-impervious structure placed almost horizontally on the top, and the side surface is placed on a corrugated steel sheet stretched on a support frame provided on a footing The bottom plate peripheral portion is formed on a peripheral bottom plate provided with a vertical water-stopping edge, and the peripheral bottom plate is fixed on the footing, so that the bottom portion has a wide area bottom portion. This vertical load can be supported on average, the concrete mortar layer is supported by the bottom plate and can be placed uniformly, and it prevents the groundwater from rising and penetrating to the bottom surface. Also penetrated underground It is possible to store water efficiently and drain it out of the playground, and there is no risk of damage even if a tensile load and bending load are transmitted to the periphery of the bottom, and it has high strength and excellent durability. It becomes the bottom, there is no risk of damage even if the curved surface of the side is subjected to bending load and repeated deformation load, it is excellent in workability of the concrete mortar layer, it is easy to construct and the construction period is shortened, so it is also economical It is excellent and can provide an outdoor playground that is more suitable for sliding with a skateboard.
[0029]
In addition, in an outdoor playground provided with a water supply facility for supplying water into the outdoor playground and having an overflow facility for maintaining the water level below the upper edge of the waterstop edge, the supplied water Since it is blocked by the edge and the specified water depth is maintained in the overflow facility, it can be used for playing with water by pooling the bottom in the summer, so it is suitable for playing with water as well as skateboarding. As a result, leisure will be improved, and it will be an outdoor playground where you can play safely and healthily with peace of mind.
[0030]
Moreover, the concrete mortar layer of the outdoor playground is provided with a joint member that vertically partitions the longitudinal section and a joint material that fills the upper part of the joint member, and the upper surface is formed in a rough finish surface such as a wooden trowel finish. Since the load is relaxed by the elasticity, expansion and contraction of the joint material in response to repeated sliding loads and deformation loads, and changes in temperature, humidity, and outside air, the concrete mortar layer is cracked. Durability is improved without cracks and surface cracks, and the top surface of the concrete mortar layer on which the joint material is exposed is a smooth surface, so there is no obstacle to sliding. The bottom of the layer can be played safely without slipping during water play.
[Brief description of the drawings]
BRIEF DESCRIPTION OF DRAWINGS FIG. 1 is a longitudinal cross-sectional explanatory view showing a portion from a bottom part to a side part in an embodiment of an outdoor playground according to the present invention.
FIG. 2 is an explanatory diagram showing a part of FIG. 1 in an enlarged manner in detail.
FIG. 3 is an explanatory view showing a state in which water is accumulated.
FIG. 4 is an explanatory view showing a longitudinal section of a concrete mortar layer.
FIG. 5 is an explanatory diagram showing an overall plan view of an example of an outdoor playground.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Outdoor playground 2 Bottom part 3 Side part 4 Ground foundation 5 Support layer 6 Bottom plate 7 Concrete mortar layer 8 Bottom footing 9 Inner end 10 Footing 11 Construction 12 Support frame 13 Corrugated steel plate 14 Earth retaining wall 15 Pile foundation 16 Water 17 Peripheral bottom plate 18 Water stop edge 19 Rib plate 21 Mounting member 22 Anchor bolt 23 Connecting plate 24 Overflow facility 25 Overflow outlet 26 Overflow drain pipe 27 Space holding piece 28 Reinforcement material 29 Partition plate piece 30 Joint material 31 Sliding surface 32 Entrance / exit 33 Inclined portion 34 Hand Slide 35 Handrail 36 Drainage equipment 37 Water supply equipment 38 Shoulder 39 Safety fence 40 Passage

Claims (3)

略水平な底部と該底部の外側に湾曲して立ち上がる側部とからなる窪地状の屋外遊び場であって、上記底部は支持層の上に略水平に配設した遮水構造の底板の上に打設したコンクリートモルタル層で形成し、かつ上記側部はフーチング上に設けた支持枠上に張設した波形鋼板の上に打設したコンクリートモルタル層で形成してなり、上記底板周縁部は垂直な止水縁を設けた周縁底板に形成するとともに、該周縁底板は上記側部のフーチング上に固着したことを特徴とする屋外遊び場。A hollow outdoor playground having a substantially horizontal bottom portion and a side portion that curves and rises outside the bottom portion, and the bottom portion is placed on a bottom plate of a water shielding structure disposed substantially horizontally on a support layer. It is formed by a concrete mortar layer that has been cast, and the side part is formed by a concrete mortar layer that has been cast on a corrugated steel sheet that is stretched on a support frame provided on a footing. An outdoor playground characterized in that it is formed on a peripheral bottom plate provided with a water stop edge, and the peripheral bottom plate is fixed on the footing of the side portion. 上記屋外遊び場内へ水を供給する給水設備を設けるとともに、上記止水縁の上端縁より下方に水位を維持するオーバーフロー設備を設けたことを特徴とする請求項1記載の屋外遊び場。The outdoor playground according to claim 1, further comprising a water supply facility for supplying water into the outdoor playground, and an overflow facility for maintaining a water level below an upper end edge of the water stop edge. 上記屋外遊び場のコンクリートモルタル層は、縦断面を垂直に仕切る継手部材と、該継手部材の上部を充填する目地材とを設けるとともに、上面を木ゴテ仕上げ等による粗仕上げ面に形成したことを特徴とする請求項1又は2記載の屋外遊び場。The concrete mortar layer of the outdoor playground is characterized in that a joint member that vertically partitions the longitudinal section and a joint material that fills the upper part of the joint member are provided, and the upper surface is formed into a rough finish surface such as a wooden finish. The outdoor playground according to claim 1 or 2.
JP2001164802A 2001-05-31 2001-05-31 Outdoor playground Expired - Fee Related JP4472894B2 (en)

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JP4982093B2 (en) * 2006-03-03 2012-07-25 株式会社大林組 Joining structure and joining method near the abutment
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JP7161194B2 (en) * 2018-12-28 2022-10-26 有限会社マサケン Skateboard Park Concrete Construction Method, Standard Marking Groove Forming Tool for Skateboard Park Concrete Construction

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