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1. 发明专利

CZ4071U1 Modular bridge 未知
公开(公告)号：CZ4071U1
公开(公告)日：1996-01-17
申请号：CZ439495
申请日：1995-09-11
申请人： NOVOTNY IVAN ING CSC
发明人： NOVOTNY IVAN ING CSC
IPC分类号： E01D15/12 , E01D2/02 , E01D015/12 , E01D002/02

2. 发明申请

US20040123406A1 Collapsible bridge and method of making and using same 失效
标题翻译：可折叠桥梁及其使用方法
公开(公告)号：US20040123406A1
公开(公告)日：2004-07-01
申请号：US10661769
申请日：2003-09-15
发明人： Reinhold Fuessinger , Walter Steppacher
IPC分类号： E01D015/12
CPC分类号： E01D15/133 , E01D15/124
摘要： A collapsible bridge has two track girders constructed as truss girders with a triangular cross-section. A chord profile is provided at each triangulation point and two corners of the triangular cross-section are situated at the same level with the third corner situated above the corner. A pair of truss planes are formed from diagonal struts, a lower chord and an upper chord, with lower and upper truss nodes respectively being formed at connection points of two diagonal struts and a lower chord and an upper chord respectively. The two track girders are force-lockingly connected by transverse girders. Roadway planks are provided which are aligned in the longitudinal direction of the bridge and are force-lockingly connected with the transverse girders. The transverse girders are fitted completely through the track girders and are force-lockingly connected with the latter, so that the transverse girders fix the distance between the two truss planes on the bottom side of a track girder as well as the two track girders with respect to one another. The transverse girders rest on lower nodes of the two truss planes of a track girder and are force-lockingly connected therewith. The two truss planes of a track girder are connected at the upper triangulation point of the track girder cross-section by a hinge, such that, when the bridge is taken down, the track girders can be folded together.
摘要翻译：一个可折叠的桥梁有两条轨道桁架构造成三角形横截面的桁架梁。在每个三角测量点处提供弦廓，并且三角形横截面的两个角位于与角落上方的第三个角落处于相同的高度。一对桁架平面由对角撑杆，下和弦和上弦组成，分别在下方和上部桁架节点分别形成在两个对角撑杆和下弦杆和上弦杆的连接点处。两条轨道梁由横梁强力锁定连接。提供了沿桥的纵向对准的巷道板，并且与横向梁强力锁定连接。横梁通过轨道梁完全安装，并与后者强力锁定连接，使得横向梁将轨道梁底侧的两个桁架平面之间的距离和两个履带梁相对固定彼此。横梁搁置在轨道梁的两个桁架平面的下部节点上，并与其力锁定连接。轨道梁的两个桁架平面通过铰链连接在轨道梁横截面的上三角点处，使得当桥被取下时，轨道梁可以被折叠在一起。

3. 发明申请

US20030046779A1 Modular polymeric matrix composite load bearing deck structure 审中-公开
标题翻译：模块化聚合物基体复合载荷甲板结构
公开(公告)号：US20030046779A1
公开(公告)日：2003-03-13
申请号：US10270186
申请日：2002-10-15
申请人： MARTIN MARIETTA MATERIALS
发明人： Chris Dumlao , Kristina Lauraitis , Les Fisher , Alan Miller , Eric Abrahamson
IPC分类号： E01D015/12
CPC分类号： E04D13/1656 , B63B5/00 , E01D19/125 , E01D2101/40
摘要： A load bearing support structure in the form of a traffic-bearing highway bridge including at least one modular structural section. The at least one modular structural section includes at least one beam, the beam comprising a pair of lateral flanges and a medial web between and extending below the flanges. The beam preferably has a flat floor. A load bearing deck is positioned above and supported by the flanges of the at least one beam. The beam and load bearing deck are preferably formed of a polymer matrix composite material. The beam is positioned on and supported by one of a plurality of support members. The beam has a contoured shape configured to be matably supported by a support member having a reciprocally configured contoured shaped. Alternatively, a flat or L-shape support member can be utilized. Further alternatively, the load bearing deck comprising at least one sandwich panel is suitable for applications such as barge decks, hatchcovers, and other load bearing wall applications. Methods of constructing a support structure utilizing the modular structural section and support members are also provided.
摘要翻译：包括至少一个模块化结构部分的承载公路桥梁形式的承重支撑结构。所述至少一个模块化结构部分包括至少一个梁，所述梁包括一对侧向凸缘和位于所述凸缘之下并在所述凸缘之下延伸的中间腹板。梁优选地具有平坦的地板。载重面板位于至少一个梁的凸缘的上方并由其支撑。梁和承重板优选由聚合物基质复合材料形成。梁被定位在多个支撑构件中的一个上并由其支撑。梁具有被配置为由具有往复配置的轮廓成形的支撑构件可配置地支撑的轮廓形状。或者，可以使用平坦或L形支撑构件。另外备选地，包括至少一个夹层板的承载板适用于诸如驳船甲板，舱口盖和其它承重墙应用的应用。还提供了利用模块化结构部分和支撑部件构造支撑结构的方法。

4. 发明申请

US20040231074A1 Dismountable bridge 失效
标题翻译：可拆卸桥梁
公开(公告)号：US20040231074A1
公开(公告)日：2004-11-25
申请号：US10785477
申请日：2004-02-25
申请人： Dornier GmbH
发明人： Reinhold Fuessinger , Werner Duerr
IPC分类号： E01D015/12
CPC分类号： E01D15/133
摘要： A dismountable bridge, having two track carriers which, viewed in the longitudinal direction of the bridge, are divided into several identical modules, in which case the two track carriers are each spanned by a vault and are suspended at the latter. The vaults are divided into several modules in the longitudinal direction of the bridge and are adapted in their modular division to the modular division of the track carriers. The vaults and the track carriers are equipped at their ends with end pieces. The modules of the vaults have mutually identical constructions and the end pieces of the vaults are connected in a torque-resistant manner with the end pieces of the respective track carriers. The end pieces are constructed such that they are capable of compensating the length differences between the track carriers and the vaults in the case of different bridge lengths.
摘要翻译：具有从桥的纵向方向观察的两个轨道载体的可拆卸桥被分成几个相同的模块，在这种情况下，两个履带架每个由拱顶跨过并悬挂在后桥上。保险库在桥的纵向被分成若干个模块，并以它们的模块化划分为轨道载体的模块划分。拱顶和履带架的末端装有端部件。保险库的模块具有相互相同的结构，并且保险库的端部以耐扭矩的方式与相应的履带架的端部连接。端部件被构造成使得它们能够在不同的桥梁长度的情况下补偿履带架和拱顶之间的长度差异。

5. 发明申请

US20020178518A1 Military quick launching bridge system 有权
标题翻译：军事快速启动桥系统
公开(公告)号：US20020178518A1
公开(公告)日：2002-12-05
申请号：US10160439
申请日：2002-05-31
发明人： Klaus Eberl , Werner Fraundorfer
IPC分类号： E01D015/12
CPC分类号： E01D15/127
摘要： A military quick launching bridge system has a bridge with two track supports and a laying mechanism, having an advancing support with two support sections A laying device cooperates with the laying mechanism and has a hydraulic device, a cable pull, and an electronic control. The track supports have parallel ramps with transverse pipes near their ends, and the support sections have transverse beams near their ends engaging the transverse pipes of the ramps. A pin wheel gear is provided on the advancing support. The support sections have running surfaces for supporting rollers of the laying device. The laying device has a transverse transporter with a telescoping pipe on gliding plates, supporting rollers for the ramps on the telescope pipe, and drivers adjacent to the supporting rollers. Expanding cylinders extend and retract the telescoping pipe and the ramps.
摘要翻译：一个军用快速起重桥系统具有一个具有两个轨道支撑和一个铺设机构的桥梁，具有一个具有两个支撑部分的推进支架。一个铺设装置与铺设机构配合，并具有一个液压装置，一个拉索和一个电子控制装置。履带支架在其端部附近具有平行的横向管道，并且支撑部分在其端部附近具有接合斜坡横向管道的横梁。销轮齿轮设在前进的支承件上。支撑部分具有用于支撑铺设装置的辊的运行表面。铺设装置具有横向运送器，其具有在滑动板上的伸缩管，用于望远镜管上的斜面的支撑辊和与支撑辊相邻的驱动器。扩大的气缸延伸和缩回伸缩管和斜坡。

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