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    • 3. 发明申请
    • EARTHQUAKE RESISTANT BUILDING CONNECTION AND AN EARTHQUAKE RESISTANT STAIRCASE SYSTEM
    • 地震抗震建筑连接和抗震抗震系统
    • US20170009443A1
    • 2017-01-12
    • US15119521
    • 2015-02-27
    • SVEIN BERG HOLDING AS
    • Svein Berg
    • E04B1/36E04H9/02E04F11/022E04B1/48E04B1/98
    • E04B1/36E04B1/483E04B1/98E04F11/022E04F2011/0212E04H9/021E06B1/68
    • An earthquake-resistant building connection includes first and second structural elements lying a distance from each other, where the first element includes an outer side face that faces the second element. The first element includes at least one projecting member that projects from the outer side face of the first element into a cavity in the second element. The cavity is wider, higher and deeper than the member. The first element also includes an elastic component for absorbing forces and motions of an earthquake. The component has an outer surface that extends around the member and faces the second element, forming a fill area between the outer surface of the component and the second element and further between the member and the cavity. The fill area is filled such that forces and motions transferred between the first and second elements in the event of an earthquake are absorbed in the component.
    • 抗震建筑连接包括彼此间隔一定距离的第一和第二结构元件,其中第一元件包括面向第二元件的外侧面。 第一元件包括从第一元件的外侧面突出到第二元件中的空腔中的至少一个突出构件。 空腔比构件更宽,更高和更深。 第一元素还包括用于吸收地震力和运动的弹性组分。 该部件具有一个外表面,该外表面围绕该部件延伸并且面向该第二元件,在该部件的外表面与该第二元件之间形成填充区域,并且在该部件和该腔体之间。 填充区域被填充,使得在地震发生时在第一和第二元件之间传递的力和运动被吸收在部件中。
    • 8. 发明授权
    • Stadium seating construction
    • 体育场座椅施工
    • US08266842B2
    • 2012-09-18
    • US12780310
    • 2010-05-14
    • Bruce C. MerrickBrian DeHart
    • Bruce C. MerrickBrian DeHart
    • E04H3/12E04F11/00
    • E04H3/12E04B1/4107E04B1/4128E04F2011/0212
    • A stadium and arena seating system is provided which utilizes concrete tread surfaces and metallic or other non-concrete vertical risers therebetween. The concrete treads have front and rear embeds embedded within the front and rear ends of the treads respectively. The embeds comprise a metallic or other non-concrete material similar to the vertical risers. The vertical risers are arranged in a shingled or other self-sealing fashion between the embeds of the treads to provide water and debris shedding. In certain embodiments, an overlapping vertical riser may be used which provides water shedding without the need for embeds within the concrete tread surfaces.
    • 提供了一种体育场和竞技场座椅系统,其使用混凝土胎面表面和金属或其他非混凝土垂直立管之间。 混凝土胎面具有分别嵌入胎面的前端和后端中的前后嵌入。 嵌入物包括类似于垂直立管的金属或其他非混凝土材料。 垂直立管在胎面嵌入之间以带状或其他自密封方式布置以提供水和碎屑脱落。 在某些实施例中,可以使用重叠的垂直提升器,其提供脱水而不需要嵌入在混凝土胎面表面内。
    • 9. 发明授权
    • Method installing a modular concrete stair system
    • 安装模块化混凝土楼梯系统的方法
    • US07976746B2
    • 2011-07-12
    • US11728217
    • 2007-03-26
    • Guy A. Conservano
    • Guy A. Conservano
    • E04B1/16E04B1/00E04F11/00E04F19/10B28B7/22E04G13/06
    • E04F11/022E04F2011/0212
    • A system for establishing modular concrete truss stairway during construction of a multi-floor building having concrete decks provides two pre-cast concrete stringers of plural stairsteps and a cast-in-place intermediate landing therebetween forming a stair truss structurally attached to and communicating between two vertically spaced adjacent concrete decks. The intermediate concrete landing is carried between the adjacent vertically spaced decks by adjacent end portions of the stringers. Internal reinforcement in the concrete decks, in each stringer and in the intermediate landing is operatively interconnected to provide structural rigidity to the stair truss. Concurrent pouring of concrete for the upper deck, the intermediate landing and a blocked out area defined in a lower deck structurally attaches the stair truss therebetween providing an operative stairway upon hardening of the concrete.
    • 在具有混凝土甲板的多层建筑物的建造期间建立模块化混凝土桁架楼梯的系统提供了两个预制混凝土桁架的多个阶梯和一个就地中间着陆,形成了一个结构上连接到两个和两个之间的连接的楼梯桁架 垂直间隔相邻的混凝土甲板。 中间混凝土着陆通过桁条的相邻端部在相邻的垂直间隔的甲板之间承载。 在混凝土甲板中,在每个纵梁和中间平台中的内部加强件可操作地相互连接,从而为楼梯桁架提供结构刚度。 混凝土同时浇筑上甲板,中间着陆和下甲板限定的封闭区结构上将楼梯桁架结合在一起,在混凝土硬化之后提供了一个可操作的楼梯。