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    • 3. 发明授权
    • Continuous tension, discontinuous compression systems and methods
    • 连续张力,不连续压缩系统和方法
    • US09546478B2
    • 2017-01-17
    • US14486333
    • 2014-09-15
    • Gerard F. Nadeau
    • Gerard F. Nadeau
    • E04B1/19E04B1/34
    • E04B1/34E04B1/19E04B2001/1996
    • A tensegrity structure with one or more tensegrity units formed by a membrane in combination with three or more elongate compression members obliquely disposed in a spiral relationship in compression within the membrane. The ends of the compression members within each tensegrity unit and in adjacent tensegrity units are spaced from one another, and the compression members of adjacent tensegrity units overlap along a longitudinal dimension. The membrane forms anticlastic curves and has variable double curvature between ends of compression members. Multiple tensegrity units can form a column, which can be tapered, curved, or otherwise constructed.
    • 一种具有一个或多个张力单位的张力结构,其由膜与三个或更多个细长的压缩构件组合形成,所述三个或更多个细长的压缩构件以薄膜内的螺旋关系倾斜地设置。 每个拉伸单元内和相邻拉格朗日单元中的压缩构件的端部彼此间隔开,并且相邻拉格朗日单元的压缩构件沿着纵向尺寸重叠。 膜形成反弹性曲线,并且在压缩构件的端部之间具有可变的双曲率。 多个时态单位可以形成一个柱,可以是锥形,弯曲或以其他方式构造。
    • 6. 发明授权
    • Continuous tension, discontinuous compression systems and methods
    • 连续张力,不连续压缩系统和方法
    • US08833000B1
    • 2014-09-16
    • US13340474
    • 2011-12-29
    • Gerard F. Nadeau
    • Gerard F. Nadeau
    • E04B1/12E04B7/08E04H12/00E04H12/18
    • E04B1/34E04B1/19E04B2001/1996
    • A tensegrity structure with one or more tensegrity units formed by a membrane in combination with three or more elongate compression members obliquely disposed in a spiral relationship in compression within the membrane. The ends of the compression members within each tensegrity unit and in adjacent tensegrity units are spaced from one another, and the compression members of adjacent tensegrity units overlap along a longitudinal dimension. The membrane forms anticlastic curves and has variable double curvature between ends of compression members. Multiple tensegrity units can form a column, which can be tapered, curved, or otherwise constructed.
    • 一种具有一个或多个张力单位的张力结构,其由膜与三个或更多个细长的压缩构件组合形成,所述三个或更多个细长的压缩构件以薄膜内的螺旋关系倾斜地设置。 每个拉伸单元内和相邻拉格朗日单元中的压缩构件的端部彼此间隔开,并且相邻拉格朗日单元的压缩构件沿着纵向尺寸重叠。 膜形成反弹性曲线,并且在压缩构件的端部之间具有可变的双曲率。 多个时态单位可以形成一个柱,可以是锥形,弯曲或以其他方式构造。
    • 7. 发明申请
    • METHOD AND SYSTEM FOR TWISTING BUILDING STRUCTURE
    • 建筑结构的方法与系统
    • US20140150360A1
    • 2014-06-05
    • US14175784
    • 2014-02-07
    • ARUP
    • Matthew ClarkDavid Scott
    • E04H12/34E04B1/19
    • E04H12/34E04B1/19E04B1/34
    • A structure and method of designing and constructing a building that includes a core wall structure, a plurality of support walls attached to and cantilevered from the core wall structure, a plurality of floor structures arranged vertically and attached to the core wall structure so that each floor structure of the plurality of floor structures is supported from below by a first set of the plurality of support walls and from above by a second set of the plurality of support walls, a position of the second set of the plurality of support walls radially offset from a position of the first set of the plurality of support walls, and a plurality of openings in the core wall, wherein at least one opening is provided between any two successive floor structures and alternating openings in a vertical direction are arranged to align along an angle of vertical offset.
    • 一种设计和构造建筑物的结构和方法,该建筑物包括芯壁结构,附接到芯壁结构并悬臂的多个支撑壁,垂直布置并附接到芯壁结构的多个地板结构,使得每个楼层 多个地板结构的结构由第一组多个支撑壁从下方支撑,并且由上部由第二组多个支撑壁支撑,第二组多个支撑壁的位置径向偏离 所述第一组多个支撑壁的位置和所述芯壁中的多个开口,其中至少一个开口设置在任何两个连续的地板结构之间,并且在垂直方向上的交替开口被布置成沿着角度 的垂直偏移。
    • 8. 发明授权
    • Multi-use tall building structure
    • 多用高层建筑结构
    • US08650821B2
    • 2014-02-18
    • US12451439
    • 2008-05-13
    • Donald A. Ely, Jr.
    • Donald A. Ely, Jr.
    • E04H1/00E04B1/19
    • E04B1/19E04B1/34E04H1/00
    • A multi-story tall building structure consisting plurality of three or more towers which are the primary structure enclosing a space longitudinally and transversely therein which are multiple floor/ceiling assemblies for multiple use occupied spaces including condos, military areas, observation, hotels, restaurants, retail, and offices. Each of the three towers has three or more vertical structural elements such as solid or hollow columns, or steel, concrete, or masonry constructs vertically extending. As an alternative occupied space including an aircraft landing deck or platform is attached to the top of the structure.
    • 一个多层高的建筑结构,包括多个三个或更多个塔,其是主要结构,其纵向和横向地包围多个地板/天花板组件,用于多个占用空间,包括公寓,军区,观察,酒店,餐馆, 零售和办公室。 三个塔中的每一个具有三个或更多个垂直结构元件,例如实心柱或中空柱,或垂直延伸的钢,混凝土或砖石结构。 作为包括飞机着陆甲板或平台的替代占用空间连接到结构的顶部。
    • 10. 发明申请
    • Precast concrete modular stairwell tower
    • 预制混凝土模块化楼梯间塔
    • US20090249714A1
    • 2009-10-08
    • US12080509
    • 2008-04-03
    • Vincent CombsJames J. GriffinBenson T. RhoadsDavid J. Settles
    • Vincent CombsJames J. GriffinBenson T. RhoadsDavid J. Settles
    • E04F11/116
    • E04F11/116E04B1/34
    • A multi-story building is constructed by first erecting at least one modular stairwell tower on a concrete base pad. The tower includes a number of horizontally alternating precast concrete modular stairwell units arranged in a stack and corresponding to twice the number of floors in the building. Each stairwell unit includes a precast reinforced concrete tower section having opposite side walls and opposite end walls defining an open top and an open bottom and a height generally equal to one half the vertical distance between two adjacent floors. An inclined stairway and a horizontal landing platform are formed within each tower section and are rigidly connected to the walls. Anchor members are embedded in the base pad and in upper and lower portions of the walls of each tower section, and adjacent anchor members are connected by weld plates. Each stairwell unit has a handrail supported by the corresponding stairway.
    • 通过首先在混凝土基座上架设至少一个模块化楼梯间塔来构建多层建筑。 该塔包括多个水平交替的预制混凝土模块化楼梯间单元,其布置成堆叠并且对应于建筑物中的两层楼层。 每个楼梯间单元包括预制钢筋混凝土塔架部分,其具有相对的侧壁和相对的端壁,所述相对的侧壁限定开放的顶部和敞开的底部,高度大致等于两个相邻楼层之间的垂直距离的一半。 在每个塔架部分内形成一个倾斜的楼梯和一个水平的平台,并刚性地连接到墙壁上。 锚固构件嵌入在基座垫和每个塔架部分的壁的上部和下部中,并且相邻的锚固构件通过焊接板连接。 每个楼梯间单元都有一个由相应楼梯支撑的扶手。