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1. 发明授权

US5775038A Fixed point seismic buffer system 失效
标题翻译：定点地震缓冲系统
公开(公告)号：US5775038A
公开(公告)日：1998-07-07
申请号：US770854
申请日：1996-12-20
申请人： Gerard A. Sauvageot
发明人： Gerard A. Sauvageot
IPC分类号： E01D19/02 , E02D5/80 , E02D27/34 , E04H9/02 , E04B1/98 , E02D31/08
CPC分类号： E02D27/34 , E01D19/02 , E04H9/021 , E02D2200/14 , E02D5/80
摘要： A seismic damping system for a building structure, comprises a foundation for supporting a structure, a fixed anchor disposed in an accessible position centrally of the foundation, and damping members connected between the foundation and the anchor for damping seismic movement of the foundation.
摘要翻译：一种用于建筑结构的地震阻尼系统，包括用于支撑结构的基座，设置在基座中心可接近位置的固定锚，以及连接在地基和锚之间的阻尼构件，用于阻尼地基的地震运动。

2. 发明授权

US5437072A Rapid transit viaduct with post-tensioning cable system 失效
标题翻译：快速运输高架桥与后张力电缆系统
公开(公告)号：US5437072A
公开(公告)日：1995-08-01
申请号：US100687
申请日：1993-08-02
申请人： Antonio Dinis , Gerard Sauvageot
发明人： Antonio Dinis , Gerard Sauvageot
IPC分类号： E01D2/04 , E01B26/00 , E01D21/10
CPC分类号： E01D2/04 , E01D2101/26 , E01D2101/28
摘要： Advantageously, the present invention also facilitates a unique method for post-tensioning segmental viaduct structures, for rapid transit use or otherwise, wherein post-tensioning cables do not follow load diagrams but instead follow uniform paths through each viaduct segment. In this way, each viaduct segment need not be specially fabricated to accommodate uniquely positioned cables.
摘要翻译：有利地，本发明还促进用于后张紧分段高架桥结构以用于快速运输使用或其他方式的独特方法，其中后张拉电缆不遵循负载图，而是遵循通过每个高架桥段的均匀路径。以这种方式，每个高架桥段不需要特别制造以容纳唯一定位的电缆。

3. 发明授权

US5386782A Rapid transit viaduct system with central platform station 失效
标题翻译：具有中央平台站的快速公交高架桥系统
公开(公告)号：US5386782A
公开(公告)日：1995-02-07
申请号：US100726
申请日：1993-08-02
申请人： Antonio Dinis , Gerard Sauvageot
发明人： Antonio Dinis , Gerard Sauvageot
IPC分类号： E01D2/04 , B61B5/00
CPC分类号： E01D2/04 , E01D2101/26 , E01D2101/28
摘要： A rapid transit viaduct system includes a central load bearing body having a pair of lateral platform structures mounted on opposite lower side portions thereof for carrying one or more rapid transit vehicles on either side of the central load bearing body. The viaduct system further includes vertically extending piers positioned below and supporting the central load bearing body. Additionally, a central station platform can be formed wherein some of the precast concrete viaduct segments are vertically divided and spaced apart a selected distance. A plurality of spacer blocks are disposed between the spaced apart viaduct segments, and a plurality of platform slabs are disposed between the spaced apart viaduct segments, above the spacer blocks, to form a station platform.
摘要翻译：快速运输高架桥系统包括中心承载体，其具有安装在其相对的下侧部分上的一对侧平台结构，用于在中心承载体的任一侧上承载一个或多个快速运输车辆。高架桥系统还包括位于下方并支撑中心承载体的垂直延伸的墩。此外，可以形成中心站平台，其中一些预制混凝土高架桥段被垂直分隔并且间隔开选定的距离。多个间隔块设置在间隔开的高架桥段之间，并且多个平台板布置在分隔开的高架桥段之间，间隔块上方，以形成站平台。

4. 发明授权

US5231931A Rapid transit viaduct system 失效
标题翻译：快速公交高架桥系统
公开(公告)号：US5231931A
公开(公告)日：1993-08-03
申请号：US839858
申请日：1992-02-21
申请人： Gerard Sauvageot
发明人： Gerard Sauvageot
IPC分类号： E01D2/04
CPC分类号： E01D2/04 , E01D2101/26 , E01D2101/28
摘要： A rapid transit viaduct system includes a central load bearing body having a pair of lateral platform structures mounted on opposite lower side portions thereof for carrying one or more rapid transit vehicles on either side of the central load bearing body. The viaduct system further includes vertically extending piers positioned below and supporting the central load bearing body.
摘要翻译：快速运输高架桥系统包括中心承载体，其具有安装在其相对的下侧部分上的一对侧平台结构，用于在中心承载体的任一侧上承载一个或多个快速运输车辆。高架桥系统还包括位于下方并支撑中心承载体的垂直延伸的墩。

5. 发明授权

US5940916A Bridge span-by-span construction apparatus and method 失效
标题翻译：桥跨跨施工设备及方法
公开(公告)号：US5940916A
公开(公告)日：1999-08-24
申请号：US922778
申请日：1997-09-03
申请人： Gerard A. Sauvageot
发明人： Gerard A. Sauvageot
IPC分类号： E01D21/06 , E01D21/00
CPC分类号： E01D21/06
摘要： An apparatus for span-by-span bridge construction, comprises an elongated girder assembly for spanning between adjacent bridge piers for supporting precast bridge segments during assembly, pier brackets for attachment to a pier shaft, the brackets having rollers for support of the girder assembly for movement between piers, and at least one carriage vehicle for engagement with top rail tracks on the girder assembly, the vehicle moveable between a working position of supporting the bridge segments during assembly of multiple segments and a stowage position.
摘要翻译：一种跨越跨度桥梁结构的装置，包括用于跨越相邻桥墩之间的细长梁组件，用于在组装期间支撑预制桥段，用于附接到墩轴的墩架支架，所述支架具有用于支撑梁组件的辊码头之间的移动以及至少一个车辆车辆，用于与梁架组件上的顶部轨道轨道接合，车辆可在组合多个段之间的支撑桥接段的工作位置和收起位置之间移动。

6. 发明授权

US5195204A Construction equipment and method for precast segmental bridges 失效
标题翻译：预制节段桥梁施工设备及方法
公开(公告)号：US5195204A
公开(公告)日：1993-03-23
申请号：US880579
申请日：1992-05-08
申请人： Jean Muller , Gerard Sauvageot
发明人： Jean Muller , Gerard Sauvageot
IPC分类号： E01D21/10
CPC分类号： E01D21/105
摘要： A bridge construction system includes a first independent longitudinal truss positioned over a first bridge span, a second independent longitudinal truss positioned over a second bridge span, a gantry movably mounted on said trusses, the gantry having a first leg mounted to the first truss and a second leg mounted to the second truss, the gantry being drivable along the first and second trusses, a gantry drive for controllably driving the gantry along the trusses, a transverse trolley movably mounted on the gantry, the trolley being drivable along the gantry in a direction generally transverse to the longitudinal trusses, the trolley including a winch for lifting and carrying bridge components to be positioned along the bridge spans over which the longitudinal trusses are mounted, the trolley being selectively positionable over each of the bridge spans, and supports for mounting the longitudinal trusses to bridge components disposed along each of the bridge spans.
摘要翻译：桥梁结构系统包括位于第一桥跨上的第一独立纵向桁架，位于第二桥跨上的第二独立纵向桁架，可移动地安装在所述桁架上的台架，所述台架具有安装到第一桁架的第一腿部和第二脚架安装在第二桁架上，台架沿着第一和第二桁架可驱动，龙门驱动器用于沿着桁架可控制地驱动机架，可移动地安装在台架上的横向推车，台车沿着机架沿着方向驱动通常横向于纵向桁架，手推车包括用于提升和承载桥梁部件的绞盘，沿着跨越其上安装纵向桁架的桥跨距定位，手推车可选择性地定位在每个桥跨上，以及用于安装纵向桁架以桥接沿着每个桥跨设置的部件。

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