JPWO2020139856A5 - - Google Patents

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JPWO2020139856A5
JPWO2020139856A5 JP2021538372A JP2021538372A JPWO2020139856A5 JP WO2020139856 A5 JPWO2020139856 A5 JP WO2020139856A5 JP 2021538372 A JP2021538372 A JP 2021538372A JP 2021538372 A JP2021538372 A JP 2021538372A JP WO2020139856 A5 JPWO2020139856 A5 JP WO2020139856A5
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depression
access
swimming
boundary
lagoon
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Priority claimed from US16/538,273 external-priority patent/US10724260B2/en
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レース又はアクティビティサーキット施設の内野サイトに傾斜したアクセスを有し、澄み切った水を湛え目に見える大型藻類が存在しない、熱帯様式のスイミングラグーンを作るための場の転換及び建設方法であって、前記内野サイトはレース又はアクティビティサーキット境界内に含まれ、前記建設方法は、
a)前記内野サイトの少なくとも一部を解体することであって、解体プロセスが、少なくとも15cmから6メートルまでの層を掘削することを含む、解体すること、
b)前記内野サイト内のエリアから少なくとも4,000m3の体積を有する材料を掘削
-土壌のタイプが、N°200メッシュ(0.075mmの開口部)を通過する12%を超える材料を有する場合、底部土壌を95%の、最大乾燥締固め密度とも呼ばれるモディファイドプロクター密度を達成するように締固める必要があり、
-土壌のタイプが、N°200メッシュ(0.075mmの開口部)を通過する12%未満の材料を有する場合、土壌を80%以上の相対密度を達成するために締固める必要があること、
c)少なくとも3,000m2の表面積と、その最深部で少なくとも1.4メートルの最小深さとを有する大きな水域のための窪地を形成することであって、前記窪地の盛り土は、内野を囲む境界内に作られ、前記窪地は窪地境界と底部を含それによって前記熱帯様式のスイミングラグーンは作られて、水泳及びウォータースポーツの実践のような直接接触するレクリエーションの目的に適した澄み切った水を湛えること、
d)ウォーターフロント境界を形成するために前記窪地境界の少なくとも1つのセクションに水閉じ込め壁を構築すること、ここで前記ウォーターフロント境界の形状は湾曲しており、それによって澄み切った水を湛える前記熱帯様式のスイミングラグーンのより自然な態様が作られ、前記窪地は300メートルの最大幅を有すること、
e)従来のスイミングプールのような厚いコンクリートを含まない非透過性材料で前記窪地の底部を覆うことであって、前記窪地の底部の大部分を覆う前記非透過性材料が白又は明るい色で少なくとも1mmの厚さのプラスチックライナを含むこと、
)前記窪地境界の少なくとも1つのセクションに傾斜したアクセスエリアを構築して、澄み切った水を湛える前記熱帯様式のラグーンに至るビーチアクセスを形成すること、そして前記ビーチアクセスに砂を置くこと、前記傾斜したアクセスエリアは、そのような場所に構造的安定性を提供するために支持スラブによって構築されること、
)制御されたアクセスエリアを確立するべくあるエリアを封鎖するために前記窪地境界の周囲に1つ又は複数の障壁を構築することであって、前記制御されたアクセスエリアはビーチアクセス境界を含むこと
h)前記1つ又は複数の障壁の中に、ユーザが前記制御されたアクセスエリアに入ることを選択的に許可する少なくとも1つのアクセスポイントを含み、これにより、前記ユーザは入場料の支払いを通して前記制御されたアクセスエリアへの入場を許可され、前記ビーチアクセスと水泳を含む直接接触するレクリエーション目的のための透き通った水を湛える前記熱帯様式のラグーンを使用できること、
)前記ウォーターフロント境界の近くに、レストラン、バー、売店、店舗、及びカフェを含む群から選択される飲食及び商業施設を含む少なくとも1つの追加のレクリエーション施設を建設すること、及び
レーシング又はアクティビティサーキットの外野から前記内野への車両及び人の移動を可能にするために、前記外野を前記内野サイトに接続する接続部を提供すること
を含む場の転換及び建設方法。
A method of site conversion and construction for creating a tropical style swimming lagoon with sloping access to an infield site of a race or activity circuit facility, containing clear water and free of visible macroalgae, comprising: The infield site is included within a race or activity circuit boundary, and the construction method includes:
a) demolishing at least a portion of said infield site, the demolition process comprising excavating a layer of at least 15 cm to 6 meters;
b) excavating material having a volume of at least 4,000 m3 from an area within said infield site;
- If the soil type has more than 12% of material passing through the N° 200 mesh (0.075 mm openings), the bottom soil achieves a modified proctor density, also called maximum dry compaction density, of 95% It is necessary to compact it so that
- if the soil type has less than 12% of material passing through the N° 200 mesh (0.075 mm openings), the soil must be compacted to achieve a relative density of 80% or more;
c) forming a depression for a large body of water with a surface area of at least 3,000 m2 and a minimum depth of at least 1.4 meters at its deepest point, the fill of said depression being within the boundaries surrounding the infield ; and the depression includes a depression boundary and a bottom , whereby the tropical style swimming lagoon is created with clear water suitable for direct contact recreational purposes such as swimming and the practice of water sports. To be filled with
d) constructing a water confinement wall in at least one section of said depression boundary to form a waterfront boundary, wherein the shape of said waterfront boundary is curved, whereby said tropical zone impregnated with clear water; a more natural aspect of the style swimming lagoon is created, said depression having a maximum width of 300 meters;
e) covering the bottom of said depression with an impermeable material that does not include thick concrete such as in conventional swimming pools, wherein said impermeable material covering most of the bottom of said depression is white or light colored; including a plastic liner with a thickness of at least 1 mm;
f ) constructing a sloped access area in at least one section of said depression boundary to form a beach access to said tropical style lagoon with clear water ; and placing sand on said beach access; that sloping access areas are constructed with support slabs to provide structural stability to such locations;
g ) constructing one or more barriers around said depression boundary to cordon off an area to establish a controlled access area, said controlled access area including a beach access boundary; To go ,
h) including within said one or more barriers at least one access point selectively permitting a user to enter said controlled access area, whereby said user can access said controlled access area through payment of an entrance fee; be permitted entry to a controlled access area and use of said tropical style lagoon with crystal clear water for direct contact recreational purposes, including said beach access and swimming ;
i ) constructing in the vicinity of said waterfront boundary at least one additional recreational facility, including food and beverage and commercial establishments selected from the group consisting of restaurants, bars, kiosks, shops, and cafes; and
j ) A method of field conversion and construction comprising providing a connection connecting said outfield to said infield site to enable the movement of vehicles and persons from the outfield of a racing or activity circuit to said infield.
前記制御されたアクセスエリア内に位置しない前記窪地境界の周りのエリアが、ユーザが自由にアクセスできるチケットの要らないアクセスエリアを形成する、請求項1に記載の建設方法。 2. The construction method of claim 1, wherein the area around the depression boundary that is not located within the controlled access area forms a ticketless access area that is freely accessible to users. 前記ウォーターフロント境界の近くにレストラン、売店、店舗、カフェ及びバーを建てることをさらに含む、請求項1に記載の建設方法。 2. The construction method of claim 1, further comprising building restaurants, kiosks, stores, cafes, and bars near the waterfront boundary. 前記解体プロセスが、最終設計掘削レベルを超える20センチメートル深さまでの機械による掘削することを含み、残り20cmは手動で掘削される、請求項1に記載の建設方法。 2. The construction method of claim 1, wherein the demolition process includes mechanical excavation to a depth of 20 cm above the final design excavation level, with the remaining 20 cm being excavated manually. ステップc)が少なくとも5,000m2の表面積を有する大きな水域のための窪地を形成することを含む、請求項1に記載の建設方法。 2. The construction method of claim 1, wherein step c) comprises forming a depression for a large body of water with a surface area of at least 5,000 m2. 前記接続部の経路が、車両及び人の一方の側から他方の側への前記レーシング及び/又はアクティビティサーキットを妨害しない移動を可能にするトンネル構造又は橋構造を含む、請求項1に記載の建設方法。 Construction according to claim 1, wherein the path of the connection comprises a tunnel structure or a bridge structure allowing movement of vehicles and persons from one side to the other without interfering with the racing and/or activity circuit. Method. 前記接続部の経路が、非レース時に人及び/又は車両が一方の側から他方の側へ通過することを可能にするように適合できる同じレーシングトラックサーキットである、請求項1に記載の建設方法。 The method of construction according to claim 1, wherein the path of the connection is the same racing track circuit that can be adapted to allow people and/or vehicles to pass from one side to the other during non-racing times. . 前記ビーチアクセスが5%~30%の前記窪地への傾斜した移行部を有する、請求項1に記載の建設方法。 A method of construction according to claim 1, wherein the beach access has a sloped transition to the depression of 5% to 30%. それによって前記ラグーンが泳ぐために、ウォータースポーツの練習のために、ショー及びイベントを開催するために使用される、請求項1に記載の建設方法。 2. Construction method according to claim 1, whereby the lagoon is used for swimming, for practicing water sports, for organizing shows and events. 前記窪地の底部を覆う非透過性底部材料が、プラスチックライナ、吹付けコンクリート、又は柔軟性材料を含み、それにより従来のスイミングプールのような厚いコンクリート層の使用は必要ない、請求項1に記載の建設方法。 2. The impermeable bottom material covering the bottom of the depression comprises a plastic liner, shotcrete, or a flexible material, thereby obviating the need for the use of thick concrete layers as in conventional swimming pools. construction method. 前記熱帯様式のスイミングラグーンが、スイミングプール基準に従って従来のスイミングプールのろ過システムに必要とされる入口よりも少なくとも50%少ない底部入口を有従来のスイミングプール基準が底部の面積の約42m2に対して、少なくとも1つの底部入口を要求する
請求項1に記載の建設方法。
The tropical style swimming lagoon has at least 50% fewer bottom inlets than the inlets required for a conventional swimming pool filtration system according to swimming pool standards, and the conventional swimming pool standards have approximately 42 m2 of bottom area. requires at least one bottom inlet for
The construction method according to claim 1.
前記スイミングラグーンが人工のものであり、自然の形状に似せる傾向のある形状を有する、請求項1に記載の建設方法。 2. The construction method of claim 1, wherein the swimming lagoon is man-made and has a shape that tends to resemble a natural shape. 制御されたアクセスエリアとチケットの要らないアクセスエリアの両方に個別のアクセスポイントが含められ、これにより、訪問者は、前記レース又はアクティビティサーキット施設及び前記スイミングラグーンを訪問する目的に応じて、一方又は両方のエリアに参加することができる、請求項1に記載の建設方法。 Separate access points are included in both the controlled access area and the ticketless access area, allowing visitors to access one or the other, depending on the purpose of visiting said race or activity circuit facility and said swimming lagoon. 2. The construction method according to claim 1, wherein both areas can be participated. 前記制御されたアクセスエリアが、ビーチエリア対スイミングラグーンの合計比率が1:2であるように設計される、請求項1に記載の建設方法。 2. The construction method of claim 1, wherein the controlled access area is designed such that the total ratio of beach area to swimming lagoon is 1:2. 前記スイミングラグーンの周囲が、コンサート及びフェスティバルを含む群から選択されるイベントを実施するために円形劇場の使用を含む、請求項1に記載の建設方法。 2. The method of construction of claim 1, wherein the perimeter of the swimming lagoon includes the use of an amphitheater for conducting events selected from the group including concerts and festivals. コンテンツを放送するために、及びイベントやショーを開催するために、非固定スクリーンが前記スイミングラグーンの近くに設置される、請求項1に記載の建設方法。 The construction method according to claim 1, wherein a non-fixed screen is installed near the swimming lagoon for broadcasting content and for hosting events and shows. 前記スイミングラグーンの周囲が、カフェ、バー、レストラン、ビーチセンター、遊歩道、ホテル、娯楽施設、仮想的で没入型の体験、及び同様の施設とアメニティを含む、請求項1に記載の建設方法。 2. The method of construction of claim 1, wherein the surrounding area of the swimming lagoon includes cafes, bars, restaurants, beach centers, promenades, hotels, entertainment facilities, virtual and immersive experiences, and similar facilities and amenities. 前記スイミングラグーンが、照明システムによって照らされる、請求項1に記載の建設方法。 A construction method according to claim 1, wherein the swimming lagoon is illuminated by a lighting system. 前記熱帯様式のラグーンを囲む設備が、青及び白色の使用を含む、ビーチテーマにより人工的に設定される、請求項1に記載の建設方法。 2. The construction method of claim 1, wherein the facilities surrounding the tropical style lagoon are artificially set with a beach theme including the use of blue and white colors. 前記スイミングラグーンが植物及び樹木を含む草木で囲まれる、請求項1に記載の建設方法。 2. The construction method of claim 1, wherein the swimming lagoon is surrounded by vegetation including plants and trees. レース又はアクティビティサーキット施設の内野サイトに傾斜したアクセスを有し、澄み切った水を湛え目に見える大型藻類が存在しない、熱帯様式のスイミングラグーンを作るための場の転換及び建設方法であって、前記内野サイトはレース又はアクティビティサーキット境界内に含まれ、前記建設方法は、 A method of site conversion and construction for creating a tropical style swimming lagoon with sloping access to an infield site of a race or activity circuit facility, containing clear water and free of visible macroalgae, comprising: The infield site is included within a race or activity circuit boundary, and the construction method includes:
a)前記内野サイトの少なくとも一部を解体することであって、解体プロセスが、少なくとも15cmから6メートルまでの層を掘削することを含み、前記解体プロセスが、最終設計掘削レベルを超える20センチメートル深さまでの機械による掘削することを含み、残り20cmは手動で掘削されること、 a) demolishing at least a portion of said infield site, the demolition process comprising excavating a layer of at least 15 cm to 6 meters, said demolition process exceeding the final design excavation level by 20 cm; including mechanical excavation to depth, with the remaining 20 cm to be excavated manually;
b)前記内野サイト内のエリアから少なくとも4,000m3の体積を有する材料を掘削すること、 b) excavating material having a volume of at least 4,000 m3 from an area within said infield site;
c)少なくとも3,000m2の表面積と、その最深部で少なくとも1.4メートルの最小深さとを有する大きな水域のための窪地を形成することであって、前記窪地の盛り土は、内野を囲む境界内に作られ、前記窪地は窪地境界と底部を含み、それによって前記熱帯様式のスイミングラグーンは作られ、水泳及びウォータースポーツの実践のような直接接触するレクリエーションの目的に適した澄み切った水を湛えること、を c) forming a depression for a large body of water with a surface area of at least 3,000 m2 and a minimum depth of at least 1.4 meters at its deepest point, the fill of said depression being within the boundaries surrounding the infield; and wherein the depression includes a depression boundary and a bottom, whereby the tropical style swimming lagoon is created and filled with clear water suitable for direct contact recreational purposes such as swimming and the practice of water sports. ,of
形成すること、to form,
d)ウォーターフロント境界を形成するために前記窪地境界の少なくとも1つのセクションに水閉じ込め壁を構築すること、ここで前記ウォーターフロント境界の形状は湾曲しており、それによって澄み切った水を湛える前記熱帯様式のスイミングラグーンのより自然な態様が作られ、前記窪地は300メートルの最大幅を有すること、 d) constructing a water confinement wall in at least one section of said depression boundary to form a waterfront boundary, wherein the shape of said waterfront boundary is curved, whereby said tropical zone impregnated with clear water; a more natural aspect of the style swimming lagoon is created, said depression having a maximum width of 300 meters;
e)従来のスイミングプールのような厚いコンクリートを含まない非透過性材料で前記窪地の底部を覆うことであって、前記窪地の底部の大部分を覆う前記非透過性材料が白又は明るい色で少なくとも1mmの厚さのプラスチックライナを含むこと、 e) covering the bottom of said depression with an impermeable material that does not include thick concrete such as in conventional swimming pools, wherein said impermeable material covering most of the bottom of said depression is white or light colored; including a plastic liner with a thickness of at least 1 mm;
f)前記窪地境界の少なくとも1つのセクションに傾斜したアクセスエリアを構築して、澄み切った水を湛える前記熱帯様式のラグーンに至るビーチアクセスを形成すること、そして前記ビーチアクセスに砂を置くこと、前記傾斜したアクセスエリアは、そのような場所に構造的安定性を提供するために支持スラブによって構築されること、 f) constructing a sloped access area in at least one section of the depression boundary to form a beach access to the tropical style lagoon with crystal clear water; and placing sand on the beach access; that sloping access areas are constructed with support slabs to provide structural stability to such locations;
g)制御されたアクセスエリアを確立するべくあるエリアを封鎖するために前記窪地境界の周囲に1つ又は複数の障壁を構築することであって、前記制御されたアクセスエリアはビーチアクセス境界を含むこと、 g) constructing one or more barriers around said depression boundary to cordon off an area to establish a controlled access area, said controlled access area including a beach access boundary; thing,
h)前記1つ又は複数の障壁の中に、ユーザが前記制御されたアクセスエリアに入ることを選択的に許可する少なくとも1つのアクセスポイントを含み、これにより、前記ユーザは入場料の支払いを通して前記制御されたアクセスエリアへの入場を許可され、前記ビーチアクセスと水泳を含む直接接触するレクリエーション目的のための透き通った水を湛える前記熱帯様式のラグーンを使用できること、 h) including within said one or more barriers at least one access point selectively permitting a user to enter said controlled access area, whereby said user can access said controlled access area through payment of an entrance fee; be permitted entry to a controlled access area and use of said tropical style lagoon with crystal clear water for direct contact recreational purposes, including said beach access and swimming;
i)前記ウォーターフロント境界の近くに、レストラン、バー、売店、店舗、及びカフェを含む群から選択される飲食及び商業施設を含む少なくとも1つの追加のレクリエーション施設を建設すること、及び i) constructing at least one additional recreational facility near said waterfront boundary, including food and beverage and commercial facilities selected from the group consisting of restaurants, bars, kiosks, shops, and cafes;
j)レーシング又はアクティビティサーキットの外野から前記内野への車両及び人の移動を可能にするために、前記外野を前記内野サイトに接続する接続部を提供すること j) providing a connection connecting said outfield to said infield site to enable the movement of vehicles and persons from the outfield of a racing or activity circuit to said infield;
を含む場の転換及び建設方法。 site conversion and construction methods, including;
JP2021538372A 2018-12-26 2019-12-23 How to convert and build a tropical swimming lagoon in the infield of a racing and / or activity circuit Pending JP2022516539A (en)

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US201862785086P 2018-12-26 2018-12-26
US62/785,086 2018-12-26
US16/538,273 US10724260B2 (en) 2018-12-26 2019-08-12 Construction method for creating a restricted access swimming lagoon with beaches at a retail site
US16/538,273 2019-08-12
PCT/US2019/068410 WO2020139856A1 (en) 2018-12-26 2019-12-23 Transformation and construction method for creating a tropical style swimming lagoon at the infield of racing and/or activity circuits

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JP2021538372A Pending JP2022516539A (en) 2018-12-26 2019-12-23 How to convert and build a tropical swimming lagoon in the infield of a racing and / or activity circuit
JP2021538371A Pending JP2022516538A (en) 2018-12-26 2019-12-23 Urban performance venue to provide entertainment to spectators in a beach-themed environment
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