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1. 发明申请

US20090031639A1 PRE-STRESSED CONCRETE TOWER FOR WIND POWER GENERATORS 有权
标题翻译：用于风力发电机的预应力混凝土塔
公开(公告)号：US20090031639A1
公开(公告)日：2009-02-05
申请号：US12111145
申请日：2008-04-28
申请人： Alejandro CORTINA/CORDERO
发明人： Alejandro CORTINA/CORDERO
IPC分类号： E04H12/14 , E04B1/00
CPC分类号： E04H12/16 , E04H12/12 , E04H12/34 , F03D13/10 , F03D13/20 , F05B2240/912 , F05B2250/11 , F05B2250/141 , F05B2250/21 , Y02E10/728 , Y02P70/523 , Y10S416/06
摘要： A pre-stressed segmented concrete tower for wind power generators is described, and a method for its fabrication, wherein in a pyramidal structure is formed by prefabricated segments, the structure comprising three rounded walls formed with circular segments, and three flat walls, formed with flat segments between the circular walls. One standard curved mold is used for the circular walls, and the flat walls are fabricated horizontally, over templates.
摘要翻译：本发明描述了一种用于风力发电机的预应力分段混凝土塔及其制造方法，其中在金字塔结构中由预制段形成，该结构包括形成有圆形段的三个圆形壁和三个平坦的壁，在圆形壁之间的平坦段。一个标准的弯曲模具用于圆形壁，并且平坦的水平地制造在模板上。

2. 发明申请

US20080155932A1 Reinforced Structural Element for Screen Enclosures 审中-公开
标题翻译：屏蔽外壳的强化结构元件
公开(公告)号：US20080155932A1
公开(公告)日：2008-07-03
申请号：US11957524
申请日：2007-12-17
申请人： Michael P. McIntyre , Leigh L. Beyer , Gordon H. Shepardon
发明人： Michael P. McIntyre , Leigh L. Beyer , Gordon H. Shepardon
IPC分类号： E04H12/14
CPC分类号： E04B1/0046 , E04C3/293 , E04C2003/0413 , E04C2003/043 , E04C2003/0465
摘要： A product, system and method for reinforcing structural members is provided. The invention includes an elongated beam having a plurality of walls, each of the plurality of walls forming an internal cavity including an interior surface and an exterior surface; a reinforcing material preferably a flowable, strong, conglomerate construction material that hardens and gains strength when cured, such as a cementious building material (e.g., cementious grout or foam), disposed within the internal cavity, whereby the cured reinforcing material and walls form a strong, composite structural member. The invention further comprises a layer of sealant and/or protectant applied on the interior surface of the walls of the beam to prevent interaction between the reinforcing material and the walls (e.g. aluminum or metal or alloy). The invention further comprises one or more reinforcing rods (e.g. rebar) extending from a slab into the internal cavity.
摘要翻译：提供了一种用于加强结构件的产品，系统和方法。本发明包括具有多个壁的细长梁，所述多个壁中的每一个形成包括内表面和外表面的内腔; 增强材料优选地是可流动的，强大的聚集体结构材料，其在固化时硬化和获得强度，例如设置在内部空腔内的粘性建筑材料（例如，胶结浆料或泡沫），由此固化的增强材料和壁形成坚固，复合结构件。本发明还包括施加在梁的内表面上的密封剂和/或保护剂层，以防止增强材料与壁（例如铝或金属或合金）之间的相互作用。本发明还包括从板坯延伸到内部空腔中的一个或多个加强杆（例如钢筋）。

3. 发明授权

US4769932A Walking dragline excavator frames with torsion resistant tubular-web rail girders and other improvements 失效
标题翻译：行走牵引式挖掘机框架，具有抗扭的管状网梁和其他改进措施
公开(公告)号：US4769932A
公开(公告)日：1988-09-13
申请号：US37201
申请日：1987-04-10
申请人： Ernest Kalve
发明人： Ernest Kalve
IPC分类号： E02F3/46 , E04H12/14
CPC分类号： E02F3/46
摘要： A walking dragline excavator construction wherein both of the frames have rail beams and wherein at least one of the rail beams comprises a continuous series of vertical tubular rail girders disposed in mutually load sharing relation and cooperating in load sharing relation with the reinforcing grid of the associated frame structure. Certain of the web plates in the reinforcing grid are oriented in a triangular pattern with apices of the triangles anchored within the rail beam. Bottom plate stiffeners are attached to the bottom plate of the base frame and also attached to certain of the web plates in the reinforcing grid within the base frame for transmitting soil pressure directly to the grid plates. The rail structures of the frames include a rail pad secured to an edge of the associated rail beam, and reentrant corner torsional shear transfer truss members are fixedly secured to the rail pad and to the rail beam and to the associated horizontal plate of the frame for transferring torsional shear directly from the plate and the rail pad into the rail beam. Horizontal stiffeners are rigidly secured to and between the rail beam of at least the base frame and certain of the reinforcing grid web plates within the frame.
摘要翻译：一种行走拖拉机挖掘机结构，其中两个框架都具有轨道梁，并且其中至少一个轨道梁包括以相互负载分配关系布置的连续系列的垂直管状轨道梁，并且与相关联的加强网格的负载共享关系协作框架结构。加强网格中的某些网板定向成三角形图案，三角形的顶点锚定在轨道梁内。底板加强件连接到基座的底板上，并且还连接到基架内的加强格栅中的某些腹板上，用于将土压直接传递到格板。框架的轨道结构包括固定到相关轨道梁的边缘的轨道垫，并且可重入的角扭转剪切传递桁架构件固定地固定到轨道板和轨道梁以及框架的相关联的水平板，将扭转剪切从板和轨道板直接传递到轨道梁中。水平加强件刚性地固定到至少底座的轨道梁之间和框架内的某些加强网格板板之间。

4. 发明授权

US4761929A Collapsible/expandable structural frameworks 失效
标题翻译：可折叠/可扩展的结构框架
公开(公告)号：US4761929A
公开(公告)日：1988-08-09
申请号：US656937
申请日：1984-10-02
申请人： Theodore R. Zeigler
发明人： Theodore R. Zeigler
IPC分类号： E04H15/34 , E04H12/14
CPC分类号： E04H15/34
摘要： A plurality of struts are joined by hubs so as to be movable between a bundled, collapsed condition and an expanded condition in which the struts define at least one generally polyhedral or polygonal body. Pairs of the hubs are superposed to define split hub assemblies to hold the framework in expanded condition when joined.
摘要翻译：多个支柱通过轮毂连接，以便在捆扎，折叠状态和膨胀状态之间移动，其中支柱限定至少一个大体上多面体或多边形的主体。轮毂的对对重叠以定义分裂轮毂组件，以在连接时将框架保持在扩展状态。

5. 发明授权

US3818671A Frame structure 失效
标题翻译：框架结构
公开(公告)号：US3818671A
公开(公告)日：1974-06-25
申请号：US16957071
申请日：1971-07-26
申请人： ISHIKAWAJIMA HARIMA HEAVY IND
发明人： UEMURA T , KATOH K , MATSUSHITA M , MIURA A
IPC分类号： E04B1/20 , E04B1/21 , E04G1/14 , E04G7/02 , E04H12/14 , E04H12/00 , E04G7/00
CPC分类号： E04G1/14 , E04B1/20 , E04B1/215 , E04G7/02 , E04H12/14
摘要： A main frame structural unit is assembled by ladder-like column assemblies or trusses and brace-beam members bolted to the column assemblies or trusses with lateral or horizontal splice members, and a plurality of ladder-like column assemblies or trusses spaced apart from the main frame structural member are connected thereto and to each other through connection beams which are bolted to the main frame structural member and the ladder-like column assemblies or trusses.
摘要翻译：主框架结构单元由梯形柱组件或桁架和支撑梁构件组装，螺栓连接到具有横向或水平接头构件的柱组件或桁架，以及与主体间隔开的多个梯形柱组件或桁架框架结构构件通过螺栓连接到主框架结构构件和梯形柱组件或桁架的连接梁彼此连接并彼此连接。

6. 发明授权

US09016012B1 Wind turbine tower system 有权
标题翻译：风力发电塔系统
公开(公告)号：US09016012B1
公开(公告)日：2015-04-28
申请号：US13478497
申请日：2012-05-23
申请人： Sivalingam Sritharan , Thomas James Lewin
发明人： Sivalingam Sritharan , Thomas James Lewin
IPC分类号： E04H12/00 , E04H12/12 , E04H12/16 , E04H12/14
CPC分类号： E04H12/12 , E04H12/10 , E04H12/14 , E04H12/16 , Y02E10/727 , Y02E10/728
摘要： A wind turbine tower system is provided which includes a wind turbine tower with a height of at least 80 meters, said wind turbine tower comprised of ultra-high performance concrete and a wind turbine mounted on the wind turbine tower. The wind turbine tower system may include a vertically extending lattice structure formed of a plurality of modular components, wherein each of said plurality of modular components being pre-stressed. The tower may also be formed using UHPC shells.
摘要翻译：提供了一种风力涡轮机塔架系统，其包括高度至少为80米的风力涡轮机塔架，所述风力涡轮机塔架由超高性能混凝土和安装在风力涡轮机塔架上的风力涡轮机组成。风力涡轮机塔架系统可以包括由多个模块化部件形成的垂直延伸的格子结构，其中所述多个模块化部件中的每一个都是预应力的。塔也可以使用UHPC贝壳形成。

7. 发明申请

US20090313937A1 STEEL BEAMS AND RELATED ASSEMBLIES AND METHODS 审中-公开
标题翻译：钢铁及相关装配及方法
公开(公告)号：US20090313937A1
公开(公告)日：2009-12-24
申请号：US12548912
申请日：2009-08-27
申请人： Abdul-Hamid Zureick , Paul K. Remsen , Robert M. Hunter
发明人： Abdul-Hamid Zureick , Paul K. Remsen , Robert M. Hunter
IPC分类号： E04B1/20 , E04C3/08 , E04H12/14
CPC分类号： E04C3/06 , E04C3/293 , E04C2003/0421 , E04C2003/043 , E04C2003/0439 , E04C2003/0465
摘要： A stainless steel beam includes first and second substantially parallel plates, first and second substantially parallel webs extending between the first and second plates, and a plurality of laser-fused welds connecting the first and second plates with the first and second webs. A platform assembly includes a first steel beam having first and second substantially parallel plates with a first web extending therebetween and a first sidewall extending from a first edge of the first plate away from the second plate, and concrete overlying the first plate and abutting the first sidewall.
摘要翻译：不锈钢梁包括第一和第二基本上平行的板，在第一和第二板之间延伸的第一和第二基本上平行的腹板，以及将第一和第二板与第一和第二腹板连接的多个激光焊接焊缝。平台组件包括具有第一和第二基本上平行的板的第一钢梁，第一和第二基本上平行的板，其间延伸有第一腹板，第一侧壁从第一板的第一边缘延伸离开第二板，并且混凝土覆盖第一板并邻接第一侧壁。

8. 发明申请

US20080295443A1 Halo/spider, full-moment, column/beam connection in a building frame 有权
标题翻译：光环/蜘蛛，建筑物框架中的全力矩，柱/梁连接
公开(公告)号：US20080295443A1
公开(公告)日：2008-12-04
申请号：US12156252
申请日：2008-05-30
申请人： Robert J. Simmons
发明人： Robert J. Simmons
IPC分类号： E04H12/14
CPC分类号： E04B1/24 , E04B2001/2415 , E04B2001/2424 , E04B2001/2454
摘要： A column/beam connection in a building frame, including an elongate column having faces which join through corners, an elongate beam having an end, and a full-moment nodal connection connecting the end of the beam to the column solely through a pair of next-adjacent corners in the column, with the beam end, as so connected, being spaced from the column face which lies between the mentioned pair of corners. The connection per se features (a) plural standoffs joined to and extending, one each, outwardly from the column's corners at a selected, common elevation located along the length of the column, and (b) a halo collar joined through a gravity-seat-and-lock, full-moment interface connection to each of the standoffs, and, as so joined, spaced by the standoffs from the column faces which lie between the column corners.
摘要翻译：建筑物框架中的柱/梁连接，包括具有连接通过拐角的面的细长柱，具有端部的细长梁和将梁的端部与柱直接连接的全时节点连接，仅通过一对下一个柱中的相邻角，其端部如此连接，与位于所述一对角之间的柱面间隔开。连接本身具有（a）多个支座，其以沿着柱的长度的一个选定的共同高度从柱的角部向外延伸并延伸，并且（b）通过重力座连接的晕环并且与每个支座一起锁定全时刻的接口连接，并且如此连接，由位于柱角之间的柱面的支座隔开。

9. 发明授权

US07275348B2 Precast, prestressed concrete truss 有权
标题翻译：预制，预应力混凝土桁架
公开(公告)号：US07275348B2
公开(公告)日：2007-10-02
申请号：US11253989
申请日：2005-10-19
申请人： Michael A. Desutter
发明人： Michael A. Desutter
IPC分类号： E04H12/14 , E04H12/16 , E04C5/08
CPC分类号： E04C3/26 , E04B1/06 , E04C3/205
摘要： A precast, prestressed concrete truss which spans between exterior columns and forms an interior or exterior load bearing wall of a building. The truss includes top and bottom chords interconnected by at least one web member. Prestressed reinforcing members in the top and bottom chords apply a compressive stress in the chords. The top and bottom chords are configured to support concrete planks that form a floor and/or a ceiling of a building in which the truss is used. When used as an interior load bearing wall, the truss can include at least one opening that forms, for example, a corridor passage large enough for a person to walk through the opening. When used as an exterior load bearing wall, the truss can include at least one window opening.
摘要翻译：一种预制的预应力混凝土桁架，其跨在外部柱之间并形成建筑物的内部或外部承重墙。桁架包括由至少一个腹板构件相互连接的顶部和底部弦杆。顶部和底部和弦中的预应力加强构件在和弦中施加压缩应力。顶部和底部和弦被配置为支撑形成使用桁架的建筑物的地板和/或天花板的混凝土板。当用作内部承重墙时，桁架可以包括至少一个开口，其形成例如足够大的人走过开口的走廊通道。当用作外部承重墙时，桁架可以包括至少一个窗口。

10. 发明授权

US09506266B2 Concrete deck with lateral force resisting system 有权
标题翻译：具有侧向力抵抗系统的混凝土甲板
公开(公告)号：US09506266B2
公开(公告)日：2016-11-29
申请号：US14878420
申请日：2015-10-08
申请人： Aditazz, Inc.
发明人： Donald J. Foldenauer , Ehab Hamouda , Sungmin Kim , Mark Moore , Nicholas Reid , Zigmund Rubel
IPC分类号： E04H12/16 , E04B1/348 , E04H12/14 , E04H12/34 , E04H1/04 , E04B5/04 , E04B5/14 , E04C2/06 , E04C5/04 , E04C5/16 , E04B1/24
CPC分类号： E04H12/16 , E04B1/24 , E04B1/3483 , E04B5/023 , E04B5/04 , E04B5/14 , E04B2001/2424 , E04B2001/2442 , E04B2001/2454 , E04B2001/2484 , E04C2/06 , E04C5/04 , E04C5/08 , E04C5/16 , E04H1/04 , E04H12/14 , E04H12/34
摘要： Embodiments of a deck assembly module for a steel framed building include a modular concrete deck platform. The modular concrete deck platform includes a concrete slab having a top major surface and a bottom major surface and a structural grid pattern of reinforcing bar within the concrete slab. The concrete slab further includes sleeve openings located around a perimeter of the concrete slab, the sleeve openings surrounded by sleeve structures, the sleeve structures surrounded by concrete. Each sleeve opening extends from the top major surface of the concrete slab to the bottom major surface of the concrete slab.
摘要翻译：用于钢结构建筑物的甲板组件模块的实施例包括模块化混凝土甲板平台。模块化混凝土甲板平台包括混凝土板，其具有顶部主表面和底部主表面以及在混凝土板内的钢筋的结构网格图案。混凝土板还包括位于混凝土板的周边周围的套筒开口，套筒开口被套筒结构包围，套管结构被混凝土包围。每个套筒开口从混凝土板的顶部主表面延伸到混凝土板的底部主表面。

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