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61. 发明授权

US6135240A Bridge platform 有权
公开(公告)号：US6135240A
公开(公告)日：2000-10-24
申请号：US352227
申请日：1999-07-13
申请人： Lambros Apostolopoulos
发明人： Lambros Apostolopoulos
IPC分类号： E01D2/00 , E01D19/10 , E04G3/00
CPC分类号： E01D19/106
摘要： A bridge platform and method of erecting the same wherein a plurality of cables extend longitudinally of the bridge in spaced relation below the deck or roadway and steel support structure of the bridge, which cables are supported at opposite ends by the spaced-apart vertical piers of the bridge, and wherein a plurality of platform flooring panels or sections are supported on the cables, extend laterally of the bridge, are arranged side-by-side along the length of the bridge between the piers and are removably secured to the cables. The cables are attached to the bridge piers by compression clamp structures. The platform flooring sections comprise elongated rectangular corrugated decking panels and are arranged in end-to-end overlapping relation transversely of the bridge, side-to-side overlapping relation longitudinally along the bridge and with the corrugations extending transversely of the cables. The corrugations maximize the strength-to-weight ratio of the platform flooring and provide recesses or receptacles to contain debris and facilitate its collection and removal. Each of the platform flooring sections is releasably connected at spaced locations to the supporting cables on which it rests. This is provided by connector assemblies each comprising a first part which engages the upper surface of the flooring section and the cable and a second part which engages the upper surface of the flooring section, the two parts being removably connected together through a small opening in the flooring. As a result, individual flooring sections can be removed to provide access through the flooring in emergency or critical situations while at the same time allowing the remainder of the flooring to retain collected debris.

62. 发明授权

US6120208A Prefabrication type high level road structure and construction method thereof 失效
标题翻译：预制型高层道路结构及施工方法
公开(公告)号：US6120208A
公开(公告)日：2000-09-19
申请号：US11860
申请日：1998-02-17
申请人： Wan-Ki Hong
发明人： Wan-Ki Hong
IPC分类号： E01D1/00 , E01D2/00 , E01D19/00 , E01D19/02 , E01D19/12 , E01D21/00
CPC分类号： E01D2/00 , E01D19/02 , E01D21/00 , E01D2101/268 , E01D2101/30
摘要： An improved prefabricated elevated highway structure and a construction method thereof by which an elevated highway can be more easily and rapidly constructed without causing traffic congestion at a construction site, which highway includes an underground section for stably supporting the elevated highway and for effectively distributing the weight of the same to the ground; a plurality of support sections spaced from one another along a road on which the prefabricated elevated highway is constructed; a pavement section formed on the upper portion of the support sections; and a wall section formed at both sides of the road and along the pavement section.
摘要翻译： PCT No.PCT / KR96 / 00139 Sec。 371日期1998年2月17日 102（e）日期1998年2月17日PCT 1996年8月20日PCT公布。出版物WO97 / 07284 日期1997年2月27日改进的预制高架公路结构及其施工方法，高架公路可以更容易，快速地构建而不造成施工现场的交通拥堵，该高速公路包括一个稳定支撑高架公路的地下段，有效地将其重量分配到地面上; 沿着构成预制高架公路的道路彼此间隔开的多个支撑部分; 形成在所述支撑部的上部的路面部; 以及形成在道路两侧和沿着路面部分的壁部。

63. 发明授权

US5978997A Composite structural member with thin deck portion and method of fabricating the same 失效
标题翻译：具有薄甲板部分的复合结构件及其制造方法
公开(公告)号：US5978997A
公开(公告)日：1999-11-09
申请号：US898230
申请日：1997-07-22
申请人： Stanley J. Grossman
发明人： Stanley J. Grossman
IPC分类号： E01D2/02 , E01D19/12 , E01D21/00 , E01D2/00
CPC分类号： E01D2/02 , E01D19/125 , E01D21/00 , E01D2101/268 , E01D2101/285
摘要： A composite structural member with a thin deck portion. The composite structural member comprises a plurality of longitudinally extending girders with a plurality of composite members disposed thereon. The composite structural member comprises a plurality of transversely extending beams with a molded deck structure thereon. In one embodiment, the composite member is a prefabricated composite unit which is installed on the girders and attached thereto. In a second embodiment, the beams are positioned on the girders, and the deck portion is poured in place. In both embodiments, the molded deck portion is substantially thinner than for the prior art structures, but the present invention has greater strength characteristics. A preferred thickness of the deck portion is in the range of about 4 inches to less than about 6.5 inches, with a preferred thickness of five inches. The thickness of the deck portion is such that a single layer of reinforcing material may be used.
摘要翻译：具有薄甲板部分的复合结构件。复合结构构件包括多个纵向延伸的桁材，其上设置有多个复合构件。复合结构构件包括多个横向延伸的梁，其上具有模制的甲板结构。在一个实施例中，复合构件是预制的复合单元，其安装在桁架上并附接到其上。在第二实施例中，梁被定位在桁架上，并且甲板部分被倒入就位。在两个实施例中，模制的甲板部分基本上比现有技术的结构薄，但是本发明具有更大的强度特性。甲板部分的优选厚度在约4英寸至小于约6.5英寸的范围内，优选厚度为5英寸。甲板部分的厚度使得可以使用单层增强材料。

64. 发明授权

US5765248A Shore 失效
标题翻译：支撑
公开(公告)号：US5765248A
公开(公告)日：1998-06-16
申请号：US683964
申请日：1996-07-19
申请人： Tatsuo Ono
发明人： Tatsuo Ono
IPC分类号： E04G5/00 , E01D2/00 , E01D21/00 , E04G1/34 , E04H12/18 , E01D19/02
CPC分类号： E04H12/185 , E04G1/34
摘要： Disclosed is a shore which has a durability with respect to loads not only in a longitudinal direction and a lateral direction but also in a lengthwise direction, and which can be automatically folded without requiring extra work. The shore comprising a pair of front and rear fixed frames 10, a pair of left and right foldable reinforcing frames 11 interposed between both left and right ends of each of the fixed frames, and a pair of front and rear floor plates 12 whose proximal ends are pivotally mounted to an inner intermediate portion of each of the fixed frames, characterized in that said reinforcing frame comprises a folding handrail column 13 whose proximal end is pivotally mounted between upper ends of the fixed frame, four expandable braces 14 whose proximal ends are pivotally mounted to upper and lower ends of each of the fixed frames and obliquely extending toward the inner intermediate portion, a support member 15 comprising a flange 16 for pivotally mounting an extreme end of each brace 14 and a guide tube 17 provided on the back surface of the flange, a support rod 18 whose proximal end is secured to the intermediate portion of said handrail column 13 and whose lower end is secured into or slidably and selectively inserted into said guide tube, and a bracket 19 provided at the lower end of said support rod and for rotatably connecting the extreme end of said floor plates.
摘要翻译：公开了一种不仅在长度方向和横向方向上而且在长度方向上具有耐久性的岸部，并且可以自动折叠而不需要额外的工作。该岸边包括一对前后固定框架10，一对插入在每个固定框架的左端和右端之间的左右可折叠加强框架11，以及一对前后底板12，其近端枢转地安装到每个固定框架的内部中间部分，其特征在于，所述加强框架包括折叠扶手栏杆13，其近端枢转地安装在固定框架的上端之间，四个可扩展的支架14，其近端枢转安装到每个固定框架的上端和下端并向内中间部分倾斜延伸;支撑构件15，其包括用于枢转地安装每个支架14的前端的凸缘16和设置在每个支架14的后表面上的导管17 该凸缘是其近端固定在所述扶手栏杆13的中间部分并且其下端被固定在其中或可滑动地并且选择性地插入到所述引导管中，以及设置在所述支撑杆的下端并用于可旋转地连接所述底板的前端的托架19。

65. 发明授权

US5577284A Channel bridge 失效
标题翻译：通道桥
公开(公告)号：US5577284A
公开(公告)日：1996-11-26
申请号：US199767
申请日：1994-02-22
申请人： Jean Muller
发明人： Jean Muller
IPC分类号： E01D2/00 , E01D21/06 , E01D19/02
CPC分类号： E01D21/06 , E01D2/00 , E01D2101/28
摘要： An overpass bridge that can be used to replace an existing bridge and provide increased clearance over an existing roadway includes two opposed reinforced concrete edge beams positioned above and on either side of the deck surface. The inside wall of each edge beam is configured as parapet wall. The edge beams and the deck slab are post-tensioned with longitudinal tendons anchored at each end of the bridge. The bridge is built using an aligned series of precast concrete segments extending between the bridge abutments. Each segment has a set of transverse tendons extending from lower portions of one edge beam, through the deck slab, to a lower portion of the opposite edge beam. The bridge can be built in a step-by-step process. First, the segments are precast and longitudinal erection beams are extended between the abutments on which the bridge is to be built. The superstructure segments are transported across longitudinal erection beams to their final positions. When all the segments are in place, longitudinal tendons are installed through the segments, post-tensioned, and anchored at each end in proximity to the abutments. The erection beams are then removed and a wearing surface can be applied.
摘要翻译：可用于替代现有桥梁并在现有道路上提供增加的间隙的立交桥包括位于甲板表面的上方和之上的两个相对的钢筋混凝土边缘梁。每个边缘梁的内壁被配置为护栏墙。边缘梁和甲板板被后张紧，纵向钢筋锚固在桥的每一端。桥梁使用在桥接桥台之间延伸的对准的一系列预制混凝土段来建造。每个段具有从一个边缘梁的下部穿过甲板板延伸到相对边缘梁的下部的一组横向钢筋。该桥可以建立在一个循序渐进的过程中。首先，这些段是预制的，并且纵向架设梁在要构建桥的基台之间延伸。上部结构段横跨纵向架设梁运送到其最终位置。当所有的段都在适当位置时，纵向筋通过段安装，后张紧并且在每一端锚固在邻接处。然后取下架设梁，并施加磨损面。

66. 发明授权

US5575591A Apparatus and method for a modular support and lifting system 失效
标题翻译：用于模块化支撑和提升系统的装置和方法
公开(公告)号：US5575591A
公开(公告)日：1996-11-19
申请号：US427276
申请日：1995-04-24
申请人： Peter M. Vanderklaauw
发明人： Peter M. Vanderklaauw
IPC分类号： E01D2/00 , E04B1/19 , E04G1/14 , E04G5/00 , E04G11/48 , E04G11/52 , E04G25/02 , E04G25/04 , E02D5/00
CPC分类号： E01D2/00 , E04B1/19 , E04G1/14 , E04G1/17 , E04G11/48 , E04G11/52 , E04G25/02 , E04G25/04 , E04G5/00 , E04B2001/1924 , E04B2001/1927 , E04B2001/1978 , E04B2001/1984 , E04B2001/199 , E04B2001/1993
摘要： An apparatus and method for a modular structural support and elevating system for constructing temporary support structures. The system includes providing a plurality of generally identical building elements or cribs. The cribs are generally box shaped, and a first crib may be mated to a second crib for forming elongate support structures. The cribs also have an opening on each non-mating side able to receive various mounting components. The cribs further include connecting hardware for releasably connecting the cribs to one another. A hydraulic jacking system may be used with the cribs for progressively elevating or lowering a structure.
摘要翻译：一种用于构建临时支撑结构的模块化结构支撑和升降系统的装置和方法。该系统包括提供多个大致相同的建筑构件或婴儿床。婴儿床通常是盒形的，并且第一个婴儿床可以配合到第二个婴儿床以形成细长的支撑结构。婴儿床还可以在每个非配对侧都有一个开口，可以接收各种安装部件。婴儿床还包括用于可拆卸地将婴儿床相互连接的连接硬件。液压顶升系统可以与婴儿床一起使用，以逐渐升高或降低结构。

67. 发明授权

US5060332A Cable stayed bridge construction 失效
标题翻译：电缆保持桥梁结构
公开(公告)号：US5060332A
公开(公告)日：1991-10-29
申请号：US541821
申请日：1990-06-21
申请人： David R. Webster
发明人： David R. Webster
IPC分类号： E01D11/00 , E01D2/00 , E01D11/04 , E01D19/16 , E01D21/00
CPC分类号： E01D11/04
摘要： A cable stayed bridge which includes a pair of towers on either side of a gap and a roadway deck extending across the gap between the towers and cable stays fanning out from the top of each tower to separate longitudinally spaced load-bearing points on the decks such that a pair of cable stays extends from each load-bearing point on the deck to the tops of the respective towers with a span between towers 10 to 20 times tower height above the deck.

68. 发明授权

US5058338A Energy dissipating device for rendering a structure impervious to seismic occurrences 失效
标题翻译：能量消散装置，用于使结构不受地震事件的影响
公开(公告)号：US5058338A
公开(公告)日：1991-10-22
申请号：US498745
申请日：1990-03-26
申请人： Vincenzo Ciampi
发明人： Vincenzo Ciampi
IPC分类号： E01D1/00 , E01D2/00 , E01D19/02 , E04H9/02 , F16F7/12 , F16F15/02
CPC分类号： E04H9/02
摘要： An energy dissipating device, particularly for use in structures impervious to seismic occurrences, includes a metal element having the shape of at least a symmetrical double portal, which is asymmetrically deformable in the elastic field or beyond the elastic limit. The center pier of this portal is fastened to one portion of the structure, whereas the two side piers are fastened to another portion of the structure so as to compel this metal element, upon a relative movement of the two portions of the structure, to be deformed in the elasto-plastic field, thereby dissipating the deformation work by hysteresis of the material principally in the form of heat.
摘要翻译：特别是用于防止地震发生的结构中的能量消散装置包括具有至少一个对称的双入口形状的金属元件，其在弹性场中是不对称的，或超过弹性极限。该入口的中心墩被固定在该结构的一部分上，而两个侧墩固定在该结构的另一部分上，以便在结构的两个部分的相对移动时将该金属元件强制为在弹塑性场中变形，从而通过主要以热的形式的材料的滞后而消散变形作业。

69. 发明授权

US4741063A Suspension bridge structure with flutter damping means 失效
标题翻译：悬臂桥结构采用颤振阻尼手段
公开(公告)号：US4741063A
公开(公告)日：1988-05-03
申请号：US9896
申请日：1987-02-02
申请人： Giorgio Diana
发明人： Giorgio Diana
IPC分类号： E01D1/00 , E01D2/00 , E01D11/00 , E01D11/02
CPC分类号： E01D11/02
摘要： The invention concerns a suspension bridge comprising an essentially flat main structure, the upper surface of which forms the roadway for the transport means crossing the bridge, and a suspension structure formed of a plurality of catenary wires connected to end piers of the bridge and of a plurality of vertical stays for suspending the main flat bridge structure to the catenary wires. According to the invention, to the bridge structure there are associated wing control surfaces having an aerodynamic lifting and/or negative lifting action, the flutter speed proper to said wing control surfaces being considerably higher than the flutter speed proper to the bridge structure, and furthermore, the bridge structure and the wing control surfaces are stiffly interconnected and interact dynamically in order to shift the flutter speed of the whole at least above the top speed of the wind expected in the bridge area.
摘要翻译：本发明涉及一种吊桥，其包括基本上平坦的主结构，其主体结构形成用于穿过桥的运输装置的道路，以及悬挂结构，其由连接到桥的端部墩的多根悬链线形成，多个垂直支架用于将主平桥结构悬挂到悬链线。根据本发明，对于桥梁结构，存在具有空气动力提升和/或负提升动作的相关翼控制表面，适于所述翼控制表面的颤振速度显着地高于桥结构适当的颤振速度，此外桥梁结构和机翼控制表面被刚性互连并且动态地相互作用，以便将整个振动速度至少高于桥梁区域中期望的风速的最高速度。

70. 发明授权

US4687379A Method and apparatus for constructing elevated structures 失效
标题翻译：构造高架结构的方法和装置
公开(公告)号：US4687379A
公开(公告)日：1987-08-18
申请号：US903295
申请日：1986-02-09
申请人： Alces P. Robishaw
发明人： Alces P. Robishaw
IPC分类号： E02B17/02 , E01D2/00 , E01D15/133 , E01D15/14 , E01D21/00 , E02B3/06 , E02B17/00
CPC分类号： E02B3/068 , E01D15/133 , E01D21/00 , E01D2101/30 , Y10T403/645 , Y10T403/7005 , Y10T403/75
摘要： A method and apparatus for forming elevated structures. A first construction component is emplaced at a construction site, supported by an underlying earth formation. A second construction component is locked in cantilevered relation to the first such component. A support is extended downwardly from the second component, distal the first component, into load bearing engagement with the earth formation, whereafter the second component is interlocked to the support. The ends of the longitudinal components have improved locks in which a connector of the male lock can be passed through a receiving bore in a female lock only if oriented in a particular angular position, whereafter, if rotated to a different angular position, it cannot be withdrawn from the receiving bore. Similar locks are provided for interconnecting such longitudinal components in side-by-side relation via transom components. At least some of the ends of the longitudinal components have guides for the supports, with an improved manner of interassociating such guides with the remainders of the components.
摘要翻译：一种用于形成升高结构的方法和装置。第一个建筑部件放置在建筑工地，由下层地层支撑。第二构造部件与第一这种部件以悬臂关系锁定。支撑件从第二部件向下延伸到远离第一部件的位置，与地层形成承载接合，此后第二部件与支撑件互锁。纵向部件的端部具有改进的锁，其中只有在定位在特定角度位置时，阳锁的连接器可以穿过阴锁中的接收孔，然后如果旋转到不同的角位置，则其不能从接收孔中取出。提供了类似的锁，用于通过横梁部件并排这些纵向部件并排关系。纵向部件的至少一些端部具有用于支撑件的引导件，具有将这种引导件与部件的剩余部件相互联系的改进的方式。

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