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公开(公告)号：US20150101268A1
公开(公告)日：2015-04-16
申请号：US14511521
申请日：2014-10-10
CPC分类号： E04H9/14 , E04H9/02 , E04H2009/026 , Y02A50/14
摘要： A building structure in an outrigger configuration having a building core, at least one perimeter column, and at least one outrigger beam having a main body portion connected to the building core, an end portion distal from the building core in a direction of the at least one perimeter column and a vane portion extending from the end portion. At least one damper having a high-viscosity fluid container connected is connected to the at least one perimeter column and the vane portion extends into the high-viscosity fluid container to couple the building core to the at least one perimeter column, such that when the building structure is subjected to lateral loads and the building core is displaced with respect to the at least perimeter column, high-viscosity fluid within the high-viscosity fluid container is sheared by the vane to damp vibrations and provide coupling in the building structure.
摘要翻译： 一种外伸支架构造的建筑结构，其具有建筑物核心，至少一个周边列和至少一个外伸支架梁，所述至少一个外伸支架梁具有连接到建筑物核心的主体部分，远离建筑物核心的端部沿至少一个方向 一个周边柱和从端部延伸的叶片部分。 连接有高粘度流体容器的至少一个阻尼器连接到至少一个周边柱，并且叶片部分延伸到高粘度流体容器中以将构建核心连接到至少一个周边柱，使得当 建筑结构承受横向载荷并且建筑物芯相对于至少周边柱移动，高粘度流体容器内的高粘度流体被叶片剪切以减轻振动并在建筑结构中提供联接。
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公开(公告)号：US20180266135A1
公开(公告)日：2018-09-20
申请号：US15984376
申请日：2018-05-20
CPC分类号： E04H9/027 , E02D27/34 , E04B1/98 , E04C2003/026 , E04G23/0218 , E04G23/0225 , E04G23/0237 , E04H9/021 , E04H9/024 , E04H9/025 , E04H9/028
摘要： A building structure having at least one storey including at least one column; at least one brace attached at one end to one side of at least one of the columns and at a second end to a fixed foundation surface; the brace attached to the at least one column at an incline; the at least one brace having a first portion and a second portion; wherein the at least one brace has a first in-use configuration in which the first portion is freely moveable with respect to the second portion such that a gap is formed in the brace preventing the transmission of force axially along the brace by preventing tensional forces from travelling axially along the brace, and a second in-use configuration in which the gap is closed by the first portion and the second portion being in contact to permit the transmission of forces axially along the brace; and wherein the second in-use configuration allows compressive forces to be transmitted along the brace such that the brace is activated when sufficient deformation occurs in the column in a direction that compresses the brace; and further comprising at least one damper functionally connected to one or both of the first and second portions and configured to provide damping as the at least one brace moves from the first in-use configuration to the second in-use configuration.
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公开(公告)号：US20160298352A1
公开(公告)日：2016-10-13
申请号：US15100333
申请日：2014-12-02
CPC分类号： E04H9/027 , E02D27/34 , E04B1/98 , E04C2003/026 , E04G23/0218 , E04H9/021 , E04H9/024 , E04H9/025 , E04H9/028
摘要： A building structure having one or more of stories and including at least two columns supporting a first of the stories; where at least one of the columns is supported by at least one brace having a first portion and a second portion. The at least one brace has a first configuration in which the first portion is freely moveable with respect to the second portion such that a gap is formed in the brace preventing the transmission of force axially along the brace, and a second configuration in which the gap is closed by the first portion and the second portion being in contact to permit the transmission of forces axially along the brace. The second configuration occurs when the at least one column undergoes a level of deformation sufficient to force the gap to be closed.
摘要翻译： 具有一个或多个故事并且包括支撑第一故事的至少两列的建筑结构; 其中至少一个柱由具有第一部分和第二部分的至少一个支架支撑。 所述至少一个支架具有第一构造，其中所述第一部分可相对于所述第二部分自由移动，使得在所述支架中形成间隙以防止轴向沿所述支撑件传递力;以及第二构造，其中所述间隙 被第一部分封闭并且第二部分接触以允许轴向沿支柱传递力。 当所述至少一个塔经历足以迫使所述间隙关闭的变形水平时，发生所述第二配置。
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