JP2016540142A - 繊維メッシュ強化型せん断壁 - Google Patents
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Abstract
Description
a)複数の、離間した、実質的に平行な棒部材を備えるフレームであって、該棒部材が、該フレームの第1及び第2の側面ならびに該棒部材間の壁空間を画定し、該壁空間が、該フレームの該第1の側面から該第2の側面までの該棒部材の幅によって画定された深さを有する、フレームと、
b)該フレームの第1の側面に接して位置付けられ、該棒部材間の該壁空間を被覆する、繊維メッシュと、
c)該棒部材に接着され、該棒部材間の該壁空間を少なくとも部分的に充填する硬質のポリマー発泡体であって、該フレームの該第1の側面から延出し、該繊維メッシュを封入する、硬質のポリマー発泡体と、を備える、フレーム壁構造体である。
a)繊維メッシュを、複数の、離間した、実質的に平行な棒部材を備えるフレームの第1の側面に接して位置付けることであって、該棒部材が、該フレームの第1及び第2の側面ならびに該棒部材間の壁空間を画定し、該壁空間が、該フレームの該第1の側面から該第2の側面までの該棒部材の幅によって画定される深さを有し、該繊維メッシュが、該棒部材間の該壁空間を被覆する、位置付けることと、
b)硬質の裏材を、該繊維メッシュの外側の、かつ該繊維メッシュから1.5〜12ミリメートルの距離だけ離間した、該フレームの該第1の側面上に位置付けることと、
c)液状ポリマー発泡体組成物を、該棒部材間の該壁空間中へ、該メッシュを通してかつ該硬質の裏材に接して適用して、該棒部材間の該壁空間を少なくとも部分的に充填し、かつ該メッシュを封入することと、
d)該液状ポリマー発泡体組成物を硬化させて、該繊維メッシュを封入し、該棒部材に接着し、かつ該棒部材間の該壁空間を少なくとも部分的に充填する、硬質のポリマー発泡体を形成することと、を含む、方法である。
2通りのフレームを次のように構築する:公称ツーバイフォー木製スタッドを、3.5インチ(8.9cm)フレーミング釘を使用してツーバイフォー底板及びツーバイフォー上板に釘打ちする。スタッド離間距離は、16インチ(41cm)(芯々)である。第2のツーバイフォーを、3インチ(7.6cm)フレーミング釘を使用してヘッダー上に釘打ちして、2重上板を形成する。結果として生じるフレームは、8フィート(2.44メートル)高及び8フィート(2.44メートル)幅である。
実施例6を、押出ポリスチレン発泡体ボードを発泡性ポリスチレンビーズ発泡体ボードで置換することを除いて、上記の実施例1と概して同じ様態で生産する。実施例7を、ポリスチレンフィルム層を、それがフレームに取り付けられるときにポリスチレン発泡体上に配置することを除いて、実施例6と同じ様態で生産する。ポリスチレンフィルムは、剥離層として機能する。一旦ポリウレタン発泡体が適用及び硬化されると、ポリスチレン発泡体は取り除かれる。
実施例8を、フレームアセンブリを除いて、実施例1と同じ方式で作製する。この実施例において、フレームアセンブリは、スタッドを24インチ(61cm)(芯々)離間することによって、また2重上板を単一上板で置換することによって、修正する。破損時のラッキング強度荷重は、4498ポンド(20.0キロニュートン)である。予想通り、実施例1〜7と比較してより低い強度は、より幅広いスタッド離間距離を反映している。
実施例9は、ポリウレタン発泡体層がわずか約1インチ(2.54cm)厚であることを除いて、実施例1と同一である。この試料のラッキング荷重強度は、6378lb(28.4キロニュートン)である。この実施例は、硬質の発泡体層の厚さが、それが繊維メッシュを封入する限り、ラッキング強度にとって特別には重要でないことを示す(より大きい厚さはより高い断熱には確かにつながるが)。
Claims (20)
- フレーム壁構造体であって、
a)複数の、離間した、実質的に平行な棒部材を備えるフレームであって、前記棒部材が、前記フレームの第1及び第2の側面ならびに前記棒部材間の壁空間を画定し、前記壁空間が、前記フレームの前記第1の側面から前記第2の側面までの前記棒部材の幅によって画定された深さを有する、フレームと、
b)前記フレームの第1の側面に接して位置付けられ、前記棒部材間の前記壁空間を被覆する、繊維メッシュと、
c)前記棒部材に接着され、前記棒部材間の前記壁空間を少なくとも部分的に充填する硬質のポリマー発泡体であって、前記フレームの前記第1の側面から延出し、前記繊維メッシュを封入する、硬質のポリマー発泡体と、を備える、前記フレーム壁構造体。 - 前記繊維メッシュが、0.254〜1.27mmの線径を有するワイヤまたは繊維のメッシュであり、25〜80%の開口率を有する、請求項1に記載の前記フレーム壁構造体。
- 前記メッシュの前記ワイヤまたは繊維の主方向が、前記棒部材から30〜60度の角度で配向される、請求項1または2に記載の前記フレーム壁構造体。
- 前記棒部材が、89〜184mmの幅を有する、請求項1〜3のいずれかに記載の前記フレーム壁構造体。
- 前記硬質のポリマー発泡体が、少なくとも60℃のガラス転移温度を有する、請求項1〜4のいずれかに記載の前記フレーム壁構造体。
- 前記硬質のポリマー発泡体が、51〜153mmの厚さを有する、請求項1〜5のいずれかに記載の前記フレーム壁構築物。
- 前記硬質のポリマー発泡体が、24〜80kg/m3の密度を有する、請求項1〜6のいずれかに記載の前記フレーム壁構築物。
- 前記硬質のポリマー発泡体が、ポリウレタン発泡体である、請求項1〜7のいずれかに記載の前記フレーム壁構築物。
- 前記封入された繊維メッシュの外側の、前記フレームの側面第1の側面上に硬質の裏材を更に備える、請求項1〜8のいずれかに記載の前記フレーム壁構築物。
- 前記硬質の裏材が、硬質のポリマー遮断発泡体である、請求項9に記載の前記フレーム壁構築物。
- 前記フレームの前記第1の側面上に配向性ストランドボード、合板、またはパーティクルボードの堰層を欠いている、請求項1〜10のいずれかに記載の前記フレーム壁構築物。
- フレーム壁構造体を作製するための方法であって、
a)繊維メッシュを、複数の、離間した、実質的に平行な棒部材を備えるフレームの第1の側面に接して位置付けることであって、前記棒部材が、前記フレームの第1及び第2の側面ならびに前記棒部材間の壁空間を画定し、前記壁空間が、前記フレームの前記第1の側面から前記第2の側面までの前記棒部材の幅に等しい深さを有し、前記繊維メッシュが、前記棒部材間の前記壁空間を被覆する、位置付けることと、
b)硬質の裏材を、前記繊維メッシュの外側の、かつ前記繊維メッシュから1.5〜12ミリメートルの距離だけ離間した、前記フレームの前記第1の側面上に位置付けることと、
c)液状ポリマー発泡体組成物を、該棒部材間の該壁空間中へ、該メッシュを通してかつ該硬質の裏材に接して適用して、該棒部材間の該壁空間を少なくとも部分的に充填し、かつ該メッシュを封入することと、
d)前記液状ポリマー発泡体組成物を硬化させて、前記繊維メッシュを封入し、前記棒部材に接着し、かつ前記棒部材間の前記壁空間を少なくとも部分的に充填する、硬質のポリマー発泡体を形成することと、を含む、前記方法。 - 前記繊維メッシュが、0.254〜1.27mmの線径を有するワイヤまたは繊維のメッシュであり、25〜80%の開口率を有する、請求項11に記載の前記方法。
- 前記メッシュの前記ワイヤまたは繊維の主方向が、前記棒部材から30〜60度の角度で配向される、請求項12または13に記載の前記方法。
- 前記棒部材が、89〜184mmの幅を有する、請求項12〜14のいずれかに記載の前記方法。
- 前記硬質のポリマー発泡体が、少なくとも60℃のガラス転移温度を有し、51〜153mmの厚さを有し、かつ24〜80kg/m3の密度を有する、請求項12〜15のいずれかに記載の前記方法。
- 前記硬質のポリマー発泡体が、ポリウレタン発泡体である、請求項12〜16のいずれかに記載の前記方法。
- 前記硬質の裏材が、前記硬質のポリマー発泡体に接着されるようになる、請求項12〜17のいずれかに記載の前記方法。
- 前記硬質の裏材が、硬質のポリマー遮断発泡体である、請求項18に記載の前記方法。
- 前記硬質の裏材を前記フレーム壁構築物から取り除くことを更に含む、請求項12〜18のいずれかに記載の前記方法。
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US61/918,519 | 2013-12-19 | ||
PCT/US2014/070022 WO2015094971A1 (en) | 2013-12-19 | 2014-12-12 | Fiber mesh reinforced shear wall |
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WO2017019987A1 (en) | 2015-07-30 | 2017-02-02 | Certainteed Corporation | System, method and apparatus for compressed insulation |
US10415244B2 (en) * | 2017-06-14 | 2019-09-17 | Covestro Llc | Methods for manufacturing pre-fabricated insulated foam wall structures with high racking strength and related pre-fabricated wall structures |
EP3687788B8 (en) | 2017-09-26 | 2024-01-10 | Saint-Gobain Isover | Insulation-retaining sheet having integral vapor-retarding membrane |
EP3791031B1 (en) | 2018-05-07 | 2023-06-07 | Covestro LLC | Foam wall structures with high shear strength and methods for the manufacture thereof |
US11642687B2 (en) * | 2020-02-13 | 2023-05-09 | Covestro Llc | Methods and systems for manufacturing foam wall structures |
US11414862B2 (en) | 2020-02-13 | 2022-08-16 | Covestro Llc | Foam wall structures and methods for their manufacture |
US11214958B1 (en) | 2020-07-31 | 2022-01-04 | Covestro Llc | Foam wall structures and methods for their manufacture |
US11225790B1 (en) | 2020-09-29 | 2022-01-18 | Covestro Llc | Foam wall structures and methods for their manufacture |
US11905707B2 (en) | 2021-06-29 | 2024-02-20 | Covestro Llc | Foam wall structures and methods for their manufacture |
WO2023164174A1 (en) * | 2022-02-25 | 2023-08-31 | Norwood Architecture, Inc. | Structural membrane bracing |
CN114809375A (zh) * | 2022-04-12 | 2022-07-29 | 西安建筑科技大学 | 斜向布置frp型材波纹板内嵌轻质夹芯防屈曲钢板剪力墙 |
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