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1. 发明公开

EP0918114A3 Building wall for resisting lateral forces 有权
标题翻译：侧向力抗建筑墙体
公开(公告)号：EP0918114A3
公开(公告)日：2000-03-15
申请号：EP98309460.8
申请日：1998-11-18
申请人： SIMPSON STRONG-TIE COMPANY, INC.
发明人： Commins, Alfred D. , Leek, William F. , Linn, Arthur R. , Gregg, Robert C. , Colonias, Karen W.
IPC分类号： E04B1/26 , E04H9/02 , E04H9/14
CPC分类号： E04H9/14 , E04B1/26 , E04B2001/2684 , E04B2001/2696 , E04H9/02 , Y02A50/14
摘要： This invention relates to an improved wall (1) for resisting lateral forces imposed on a building that incorporates the wall (1). Specifically, this invention relates to a wall (1) in a light-frame building having within it a sub-component specifically designed to resist lateral forces imposed on the building such as those caused by an earthquake or by wind loading. The wall (1) is formed with a bottom plate (3) that rests on the underlying structural component (2) of the building. A plurality of vertically-disposed studs (5) connect to the bottom plate (3), and a top plate (7) is supported by and connects to the vertically-disposed studs (5). A shear-resisting assembly (9) connects to the top plate (7) and the underlying structural component (2). The shear-resisting assembly (9) has top and bottom struts (17,18) and first and second chords (19,20) and a planar shear resisting element (10) connected thereto.

2. 发明公开

EP0918114A2 Building wall for resisting lateral forces 有权
标题翻译：侧向力抗建筑墙体
公开(公告)号：EP0918114A2
公开(公告)日：1999-05-26
申请号：EP98309460.8
申请日：1998-11-18
申请人： SIMPSON STRONG-TIE COMPANY, INC.
发明人： Commins, Alfred D. , Leek, William F. , Linn, Arthur R. , Gregg, Robert C. , Colonias, Karen W.
IPC分类号： E04B1/26 , E04H9/02 , E04H9/14
CPC分类号： E04H9/14 , E04B1/26 , E04B2001/2684 , E04B2001/2696 , E04H9/02 , Y02A50/14
摘要： This invention relates to an improved wall (1) for resisting lateral forces imposed on a building that incorporates the wall (1). Specifically, this invention relates to a wall (1) in a light-frame building having within it a sub-component specifically designed to resist lateral forces imposed on the building such as those caused by an earthquake or by wind loading. The wall (1) is formed with a bottom plate (3) that rests on the underlying structural component (2) of the building. A plurality of vertically-disposed studs (5) connect to the bottom plate (3), and a top plate (7) is supported by and connects to the vertically-disposed studs (5). A shear-resisting assembly (9) connects to the top plate (7) and the underlying structural component (2). The shear-resisting assembly (9) has top and bottom struts (17,18) and first and second chords (19,20) and a planar shear resisting element (10) connected thereto.

3. 发明授权

EP0918114B1 Building wall for resisting lateral forces 有权
标题翻译：建筑墙抵抗侧向力
公开(公告)号：EP0918114B1
公开(公告)日：2017-06-14
申请号：EP98309460.8
申请日：1998-11-18
申请人： SIMPSON STRONG-TIE COMPANY, INC.
发明人： Commins, Alfred D. , Leek, William F. , Linn, Arthur R. , Gregg, Robert C. , Colonias, Karen W.
IPC分类号： E04B1/26 , E04H9/02 , E04H9/14
CPC分类号： E04H9/14 , E04B1/26 , E04B2001/2684 , E04B2001/2696 , E04H9/02 , Y02A50/14
摘要： This invention relates to an improved wall (1) for resisting lateral forces imposed on a building that incorporates the wall (1). Specifically, this invention relates to a wall (1) in a light-frame building having within it a sub-component specifically designed to resist lateral forces imposed on the building such as those caused by an earthquake or by wind loading. The wall (1) is formed with a bottom plate (3) that rests on the underlying structural component (2) of the building. A plurality of vertically-disposed studs (5) connect to the bottom plate (3), and a top plate (7) is supported by and connects to the vertically-disposed studs (5). A shear-resisting assembly (9) connects to the top plate (7) and the underlying structural component (2). The shear-resisting assembly (9) has top and bottom struts (17,18) and first and second chords (19,20) and a planar shear resisting element (10) connected thereto.
摘要翻译：本发明涉及一种用于抵抗施加在并入壁（1）的建筑物上的横向力的改进的壁（1）。具体地说，本发明涉及一种轻型建筑物中的墙壁（1），在其内部具有专门设计用于抵抗施加在建筑物上的侧向力的子部件，例如由地震或风载引起的部件。壁（1）形成有搁置在建筑物的下面的结构部件（2）上的底板（3）。多个垂直设置的立柱（5）连接到底板（3），并且顶板（7）由垂直设置的立柱（5）支撑并连接到立柱。抗剪组件（9）连接到顶板（7）和下面的结构部件（2）。抗剪组件（9）具有与其连接的顶部和底部支柱（17,18）以及第一和第二弦杆（19,20）和平面抗剪切元件（10）。

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