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1. 发明授权

US08201294B1 Triple helix horizontal spanning structure 有权
标题翻译：三螺旋水平跨越结构
公开(公告)号：US08201294B1
公开(公告)日：2012-06-19
申请号：US12695430
申请日：2010-01-28
申请人： Haewon Lee
发明人： Haewon Lee
IPC分类号： E01D19/00
CPC分类号： E01D1/00 , E01D11/00
摘要： A triple-helix horizontal spanning structure comprised of three helical beams in compression and cables in tension which integrate with the helical compression members and together form a structure that is stable. Anchored at each end, the structure is a single-span structure without any intermediate vertical members such as columns or pylons. This super structure provides a longitudinal space for the sub structure to be hung within the helical beams and cables that can serve as platform for such things as roads or passageways.
摘要翻译：三螺旋水平跨越结构由压缩中的三个螺旋梁和拉伸的电缆组成，其与螺旋压缩构件一体化并且一起形成稳定的结构。锚固在每一端，结构是单跨结构，没有任何中间垂直构件，如柱或塔。该超级结构提供了用于将子结构悬挂在可用作诸如道路或通道之类的东西的平台的螺旋梁和电缆内的纵向空间。

2. 发明申请

US20040123408A1 Building construction method using plane lattice typed cable structure 审中-公开
标题翻译：使用平面格子式电缆结构的建筑施工方法
公开(公告)号：US20040123408A1
公开(公告)日：2004-07-01
申请号：US10475050
申请日：2003-10-17
发明人： Jong-Ho Lee
IPC分类号： E01D021/00
CPC分类号： E04B7/14 , E01D11/00 , E04B1/34
摘要： Disclosed is a construction method using plane lattice type cable structure. The plane lattice type cable structure is in the form of a wire net that main cables and hanger cables cross each other, and used in a long span bridge, a steel-framed multi-stage building, a large-sized shell structure and large-sized transmission towers. The plane lattice type cable structure can be installed to the bridge without installing main towers, installed to the steel-framed multi-stage building without installing interior pillars, and installed to the shell structure without installing supporting pillars for supporting the shell structure. Additionally, in case of the large-sized transmission towers, instead of the large-sized transmission towers, a plurality of small-sized transmission pillars can be used.
摘要翻译：公开了使用平面格子型电缆结构的构造方法。平面格子式电缆结构采用网线形式，主缆和吊架电缆相互交叉，用于长跨度桥梁，钢框多层建筑，大型外壳结构，大小的传输塔。平面格子式电缆结构可安装在桥梁上，无需安装主塔，安装在钢框架多层建筑内，无需安装内部支柱，安装在外壳结构上，无需安装支撑支架的支撑柱。此外，在大型传输塔的情况下，代替大型传输塔，可以使用多个小型传输柱。

3. 发明授权

US06728987B1 Method of adjusting the vertical profile of a cable supported bridge 有权
标题翻译：调整电缆支撑桥梁垂直剖面的方法
公开(公告)号：US06728987B1
公开(公告)日：2004-05-04
申请号：US10128209
申请日：2002-04-23
申请人： John David Hinman
发明人： John David Hinman
IPC分类号： E01D1100
CPC分类号： E01D11/00 , E01D22/00
摘要： A method of modifying the vertical profile of a cable supported bridge. The method consists of sequentially adjusting a lower end of a series of supporting cables downward relative to the bridge superstructure and sequentially adjusting an attachment structure associated with the lower end of each cable to maintain the distance each cable has been adjusted. The adjustments preferably proceeds according to a pre-specified plan known as an adjustment sequence. The preparation of an adjustment sequence according to the methods disclosed allows the modification of the vertical profile of the bridge superstructure to be completed without overstressing any bridge members, and with predictable results.
摘要翻译：一种修改电缆支撑桥的垂直剖面的方法。该方法包括相对于桥梁上部结构向下依次调整一系列支撑电缆的下端，并顺序地调节与每个电缆的下端相关联的连接结构，以保持每根电缆已经被调节的距离。调整优选根据称为调整顺序的预先规定的计划进行。根据所公开的方法制备调整序列允许桥梁上部结构的垂直剖面的修改，而不会对任何桥梁构件过度应力，并具有可预测的结果。

4. 发明申请

US20030150071A1 Bridge structure 审中-公开
标题翻译：桥梁结构
公开(公告)号：US20030150071A1
公开(公告)日：2003-08-14
申请号：US10074931
申请日：2002-02-14
发明人： George R. Royer
IPC分类号： E01D011/00
CPC分类号： E01D11/00 , E01D4/00
摘要： The subject invention is an improved bridge structure comprising the use of both arch structural support systems along with suspension systems, combined together to support a multiple bridge support structure, with such multiple support systems being focused and combined through a unitary member in a center portion of the bridge, with the unitary member being an under support member in one embodiment, with such under support member supporting a portion of the bridge deck. More particularly, the subject invention is focused on utilizing multiple structural support systems for a bridge, with such multiple support systems being centered on a longitudinally extending secondary under support member, which is supported and held partially by the supplementary bridge support system, such secondary support member structurally having multiple and varied support systems and being adapted to provide an under support system as a supplementary support mechanism for the bridge structure. In summary, the subject invention comprises a secondary support system for a bridge to provide additional support to the primary support system for the bridge, such secondary support system having its forces focused on an undersupport system that is positioned beneath the bridge deck as an undersupport member that helps hold the bridge deck, along with the support provided by the primary support system.
摘要翻译：本发明是一种改进的桥梁结构，其包括使用拱形结构支撑系统以及悬挂系统，组合在一起以支撑多桥支撑结构，其中这种多个支撑系统被聚焦并通过整体构件组合在一起的中心部分桥梁，在一个实施例中，整体构件是下支撑构件，其中支撑构件支撑桥面板的一部分。更具体地，本发明集中于利用用于桥的多个结构支撑系统，其中这种多个支撑系统以支撑构件上的纵向延伸的次级为中心，该支撑构件由辅助桥支撑系统部分支撑和保持，结构上具有多个不同的支撑系统并且适于提供一个支撑系统作为桥梁结构的补充支撑机构。总之，本发明包括用于桥梁的辅助支撑系统，以为桥梁的主支撑系统提供额外的支撑，这种辅助支撑系统的力集中在位于桥面下方的下支撑系统上，作为下支撑构件这有助于保持桥面板，以及主支撑系统提供的支撑。

5. 发明授权

US4631772A Tension arch structure 失效
标题翻译：张力拱结构
公开(公告)号：US4631772A
公开(公告)日：1986-12-30
申请号：US568219
申请日：1983-12-28
申请人： Samuel G. Bonasso
发明人： Samuel G. Bonasso
IPC分类号： E01D1/00 , E01D11/00 , E04G21/12
CPC分类号： E01D11/00 , E01D1/00 , E04G21/12 , E01D2101/28
摘要： A structural system for use in bridges, buildings and other structures. The system supports part of its load by tension action and part of its load by arch action. Cables are stretched and anchored between end supports. Lateral compressive elements are placed over the cables and fit over grooves across the bottoms of the elements. The grooves vary in depth. The cables are near the bottom of the elements at the center span and near the top of the elements at the end supports.
摘要翻译： PCT No.PCT / US83 / 00619 Sec。 371日期1983年12月23日 102（e）1983年12月28日日期PCT提交1983年4月28日。一种用于桥梁，建筑物和其他结构的结构系统。系统通过张力作用及其部分载荷通过拱形作用支撑部分载荷。电缆被拉伸并锚定在端部支撑之间。横向压缩元件放置在电缆上方并穿过跨越元件底部的凹槽。凹槽的深度不同。电缆靠近中心跨距处的元件底部，靠近末端支撑件上元件的顶部。

6. 发明授权

US467013A Bridge 失效
公开(公告)号：US467013A
公开(公告)日：1892-01-12
申请号：US467013D
CPC分类号： E01D11/00

7. 发明授权

US411499A Suspension-bridge 失效
公开(公告)号：US411499A
公开(公告)日：1889-09-24
申请号：US411499D
CPC分类号： E01D11/00

8. 发明授权

US32440A Suspension-bridge 失效
公开(公告)号：US32440A
公开(公告)日：1861-05-28
申请号：US32440D
CPC分类号： E01D11/00

9. 发明申请

US20130139330A1 METHOD FOR BUILDING OVER AN OPENING VIA INCREMENTAL LAUNCHING 审中-公开
标题翻译：通过增长启动建立开放式的方法
公开(公告)号：US20130139330A1
公开(公告)日：2013-06-06
申请号：US13751918
申请日：2013-01-28
申请人： HNTB HOLDINGS LTD.
发明人： THEODORE PETER ZOLI
IPC分类号： E01D21/06 , E01D19/12
CPC分类号： E01D21/065 , E01D11/00 , E01D19/12 , E04B7/14
摘要： Methods and systems for building a stress ribbon structure over an opening via incremental launching, a construction fixture, a support structure, an anchorage panel, and a stress ribbon structure are disclosed. Construction fixtures are constructed adjacent to a support structure. The stress ribbon structure is constructed in a staging area and in sections that are suspended between the construction fixtures. Anchorage panels at each end of a section engage a blister on the construction fixtures and the support structure. Completed sections are launched from the construction fixtures onto and along the support structure. Sections are individually constructed and launched and adjacent sections abut along a lateral edge. Adjacent sections are aligned by adjusting tension in integral support cables and their ends pivot or rotate about the blisters via a bearing system with both rotational flexibility and low friction to support sliding in the direction of launching.
摘要翻译：公开了用于通过增量发射，施工夹具，支撑结构，锚固板和应力带结构在开口上构建应力带结构的方法和系统。结构固定装置被构造成与支撑结构相邻。应力带结构构造在分段区域和悬挂在施工夹具之间的部分中。一段的每一端的锚定板与结构固定装置和支撑结构上的泡罩接合。完成的部分从施工工具启动并沿着支撑结构。切片单独构造和推出，相邻部分沿着侧边缘邻接。相邻的部分通过调整整体支撑电缆中的张力而对齐，并且其端部通过具有旋转柔性和低摩擦力的轴承系统围绕泡罩枢转或旋转以支持沿发射方向的滑动。

10. 发明授权

US07743444B2 Cable stayed suspension bridge making combined use of one-box and two-box girders 有权
标题翻译：电缆悬吊桥梁组合使用单箱和双箱梁
公开(公告)号：US07743444B2
公开(公告)日：2010-06-29
申请号：US11570317
申请日：2004-06-09
申请人： Jun Murakoshi , Koichiro Fumoto , Hideki Shimodoi , Masao Miyazaki , Syuji Shirai , Masato Suzawa
发明人： Jun Murakoshi , Koichiro Fumoto , Hideki Shimodoi , Masao Miyazaki , Syuji Shirai , Masato Suzawa
IPC分类号： E01D11/00
CPC分类号： E01D11/00
摘要： A cable-stayed suspension bridge having characteristics of a cable stayed bridge and those of a suspension bridge at the same and time and using one-box and two-box girders in combination is disclosed. The bridge grinder of the cable-stayed suspension bridge includes one-box girders that each extend to both sides through the respective one tower and a two-box girder set in a central portion of the center span between towers in the length direction of the bridge girder. The cable-stayed suspension bridge includes cable-stayed structures in which a respective one of the one-box girders is supported by the tower with plural cables and a suspension structure in which the two-box girder is supported by the plural towers with two main cables and plural hanger ropes. The two-box girder has a central ventilation opening in the central portion as viewed in a transverse direction thereof. The hanger ropes in the suspension structure extend from the main cables almost perpendicularly, and their lower end portions are connected to the end portions in the transverse direction of the central ventilation opening or in the vicinity thereof.
摘要翻译：公开了一种具有斜拉桥特性的斜拉桥，并且悬挂桥的特征在同一时间，并结合使用单箱和双箱梁。斜拉桥的桥式研磨机包括单箱梁，其各自通过相应的一个塔架延伸到两侧，并且在桥梁的长度方向上的塔架之间的中心跨度的中心部分设置两个箱梁梁。缆索式悬索桥包括斜拉索结构，其中单个箱梁中的相应一个由具有多个电缆的塔架和悬架结构支撑，其中双箱梁由具有两个主体的多个塔架支撑电缆和多个吊架绳索。双箱梁在其横向方向上具有在中心部分中的中央通风开口。悬挂结构中的衣架绳从主电缆几乎垂直地延伸，并且它们的下端部在中央通风口的横向或其附近与端部连接。

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