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公开(公告)号：US20120291378A1
公开(公告)日：2012-11-22
申请号：US13568091
申请日：2012-08-06
CPC分类号： E04B5/40 , E04B1/24 , E04B2001/2415 , E04B2001/2472 , E04B2001/2484 , Y10T29/49623
摘要： A light steel framing construction technique for light gauge load bearing wall type buildings uses specialized brackets to suspend poured slab floors. Multiple stories of the building can be erected without waiting for individual concrete slab floors to be poured and set at each story. During construction, a building is protected from torsional warping, such as may be occur under wind loads, by a series of lateral and diagonal bracing structures at each level affixed in a plane perpendicular to the load bearing elements. Multiple concrete floor slabs can be poured sequentially or simultaneously, as desired, during the construction process.
摘要翻译： 轻型钢框架施工技术用于轻型承重墙式建筑物使用专用支架悬挂浇筑的地板。 可以建立多层楼的建筑物，而不需要等待每个楼层的混凝土板地板浇筑并放置在每一层楼。 在施工期间，通过一系列在垂直于承载元件的平面中固定的每个等级的横向和斜支撑结构，可以防止建筑物受到扭转扭曲的影响，例如可能发生在风荷载下。 根据需要，在施工过程中可以顺次地或同时地浇注多个混凝土楼板。
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公开(公告)号：US08234827B1
公开(公告)日：2012-08-07
申请号：US11469528
申请日：2006-09-01
CPC分类号： E04B5/40 , E04B1/24 , E04B2001/2415 , E04B2001/2472 , E04B2001/2484 , Y10T29/49623
摘要： A light steel framing construction technique for light gauge load bearing wall type buildings uses specialized brackets to suspend poured slab floors. Multiple stories of the building can be erected without waiting for individual concrete slab floors to be poured and set at each story. During construction, a building is protected from torsional warping, such as may be occur under wind loads, by a series of lateral and diagonal bracing structures at each level affixed in a plane perpendicular to the load bearing elements. Multiple concrete floor slabs can be poured sequentially or simultaneously, as desired, during the construction process.
摘要翻译： 轻型钢框架施工技术用于轻型承重墙式建筑物使用专用支架悬挂浇筑的地板。 可以建立多层楼的建筑物，而不需要等待每个楼层的混凝土板地板浇筑并放置在每一层楼。 在施工期间，通过一系列在垂直于承载元件的平面中固定的每个等级的横向和斜支撑结构，可以防止建筑物受到扭转扭曲的影响，例如可能发生在风荷载下。 根据需要，在施工过程中可以顺次地或同时地浇注多个混凝土楼板。
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公开(公告)号：US20070289230A1
公开(公告)日：2007-12-20
申请号：US11763896
申请日：2007-06-15
IPC分类号： E04H12/20
CPC分类号： E04H9/14 , E04B2001/2496 , Y02A50/14
摘要： A shear wall construction panel having a pair of load bearing vertical posts arrayed between upper and lower horizontal tracks or structural members is improved by the addition of a pair of bracing brackets for each diagonal bracing member. Shear wall bracing boot brackets at each end of the diagonal bracing members are securely affixed to the four interior corners of the shear wall panel system and the bracing members are located in the interior volume of a framed panel. The bracing members and bracing boot brackets are connected with a hillside washer configuration. A typical shear wall panel of the present invention will additionally contain several interior non-load bearing steel framing studs having an array of punch-out holes to facilitate the passage of the bracing members.
摘要翻译： 通过为每个对角支撑构件添加一对支撑支架，改进了具有排列在上下水平轨道或结构构件之间的一对承载垂直杆的剪力墙结构面板。 对角支撑构件的每个端部处的剪力墙支撑托架牢固地固定在剪力墙板系统的四个内角上，并且支撑构件位于框架板的内部容积中。 支撑构件和支撑靴支架与山坡垫圈配置相连。 本发明的典型的剪力墙板还将包括几个具有一些冲孔的阵列的内部非承重钢框架螺柱，以便于支撑构件的通过。
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