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    • 3. 发明授权
    • Deployable bridge assembled from individual components
    • 可部署的桥梁由各个组件组装
    • US5724691A
    • 1998-03-10
    • US616633
    • 1996-03-15
    • Hans-Norbert WiedeckWolfgang Diefendahl
    • Hans-Norbert WiedeckWolfgang Diefendahl
    • E01D15/133E01D6/00E01D15/00
    • E01D15/133
    • A deployable bridge is assembled from individual components. The components include cross girders and pavement slabs disposed between the cross girders, the cross girders each having opposite ends and first and second continuous girders each disposed along one of the opposite ends, respectively, of the cross girders. Each continuous girder comprises an upwardly pointing truss having top and bottom chords and truss members arranged between the top and bottom chords and connected to the top and bottom chords at top and bottom nodal points, respectively. The top and bottom chords are each divided in regions of the top and bottom nodal points into a plurality of top chord members and bottom chord members. Each continuous girder further includes connecting elements connecting together the top chord members and connecting together the bottom chord members. The truss members are affixed at a top end to the connecting elements of the top chords and at a bottom end to either the connecting elements of the bottom chords or the ends of the cross girders.
    • 可部署的桥梁由各个组件组装。 这些部件包括交叉梁和设置在横梁之间的路面板,每个具有相对端的横梁和分别沿横梁的相对端中的一个分别设置的第一和第二连续梁。 每个连续梁包括具有顶部和底部弦杆的向上指向的桁架和布置在顶部和底部弦杆之间的桁架构件,并且分别在顶部和底部节点处连接到顶部和底部弦杆。 顶部和底部弦杆分别分成顶部和底部节点的区域,分成多个顶部弦杆构件和底部弦杆构件。 每个连续梁还包括将顶弦构件连接在一起并将底弦构件连接在一起的连接元件。 桁架构件在顶端固定到顶弦的连接元件,并且在底端处固定到底弦的连接元件或十字梁的端部。
    • 4. 发明授权
    • Dismountable bridge with tension elements and adjustable boom
    • 可拆卸桥梁,带张力元件和可调节吊杆
    • US5423101A
    • 1995-06-13
    • US160096
    • 1993-12-01
    • Wolfgang DiefendahlHans-Norbert Wiedeck
    • Wolfgang DiefendahlHans-Norbert Wiedeck
    • E01D15/12
    • E01D15/124
    • A dismountable bridge comprises at least one bridge section including a top deck and a bottom boom disposed underneath the top deck. The bottom boom includes a mechanism for adjusting the length of the bottom boom. Rigid end supports each have one end hinged to a respective one of the ends of the top deck and have another end hinged to a respective one of the ends of the bottom boom. Tension elements are disposed laterally of the bridge section and are stressed only tensionally. Each tension element has one end hinged to one end of the top deck and another end hinged to an end of the bottom boom opposite to the one end of the top deck. The bridge section can be changed from a transport position, in which the top deck and the bottom boom are collapsed for maintaining a low height for transporting, and into an operating position in which the top deck is remote from the bottom boom at least at one end of the bridge section.
    • 一个可拆卸的桥梁包括至少一个桥接部分,其包括顶部甲板和设置在顶部甲板下方的底部起重臂。 底部起重臂包括用于调节底部起重臂的长度的机构。 刚性端部支撑件各自具有铰接到顶部甲板的相应一个端部的一端,并且另一端铰接到底部吊臂的相应一个端部。 张力元件设置在桥接部分的横向上,并且仅被拉紧。 每个张力元件的一端铰接到顶部甲板的一端,另一端铰接到与顶部甲板的一端相对的底部吊臂的一端。 桥梁部分可以从运输位置改变,其中顶部甲板和底部起重臂被折叠以保持低的高度用于运输,并且至少在一个顶部甲板远离底部起重臂的操作位置 桥段的末端。
    • 5. 发明授权
    • Deployable bridge and vehicle for laying the bridge
    • 用于铺设桥梁的可部署的桥梁和车辆
    • US5329652A
    • 1994-07-19
    • US41211
    • 1993-03-31
    • Hans-Norbert WiedeckWolfgang Diefendahl
    • Hans-Norbert WiedeckWolfgang Diefendahl
    • E01D15/127E01D15/133E01D15/12
    • E01D15/127E01D15/133
    • A deployable bridge includes a plurality of identical bridge sections each having two identical track elements. Each track element has a roadway carrier, a bottom boom and adjustment elements connecting the bottom boom with the roadway carrier. The bottom boom of each track element includes a mid section and two end sections flanking the mid section. Each track element further comprises pillars having opposite first and second ends. The first end of the pillars is articulated to the mid section of the bottom boom. Each track element also has a drive shaft assembly suspended from the track element; spindle sleeves inserted on the drive shaft assembly; and a spindle head threadedly mounted on each spindle sleeve. The pillars are articulated by the second end thereof to a respective spindle head. There are further provided coupling elements attached to opposite ends of the drive shaft assembly; and separate connecting elements for torque-transmittingly connecting the spindle sleeves with the drive shaft assembly.
    • 可展开的桥包括多个相同的桥段,每个桥段具有两个相同的轨道元件。 每个轨道元件具有道路承载件,底部起重臂和将底部起重臂与巷道承载件连接的调节元件。 每个轨道元件的底部悬臂包括中间部分和在中间部分侧面的两个端部部分。 每个轨道元件还包括具有相对的第一和第二端的柱。 柱子的第一端铰接到底部吊臂的中部。 每个轨道元件还具有从轨道元件悬挂的驱动轴组件; 主轴套筒插入驱动轴组件; 和一个螺纹安装在每个主轴套筒上的主轴头。 支柱由其第二端铰接到相应的主轴头。 另外还提​​供了连接到驱动轴组件的相对两端的联接元件; 以及单独的连接元件,用于将主轴套筒与驱动轴组件进行扭矩传递连接。
    • 6. 发明授权
    • Deployable bridge
    • 可部署桥梁
    • US5042102A
    • 1991-08-27
    • US527333
    • 1990-04-26
    • Rudiger KahmannHans-Norbert Wiedeck
    • Rudiger KahmannHans-Norbert Wiedeck
    • E01D15/133
    • E01D15/133
    • A deployable modular bridge has a central girder; two side girders flanking the central girder; and couplings connecting each side girder to the central girder along the lower zones of the girders parallel to the bridge length. The couplings are arranged symmetrically with respect to a central vertical longitudinal plane of the bridge and permit displacement of the side girders relative to the central girder parallel to the bridge length. Each coupling includes a rail affixed to the central girder and extending parallel to the bridge length. The rail has a guide track formed thereon. Each coupling further includes a roller mounted on a respective side girder and engaging the guide track.
    • 可部署的模块化桥梁具有中心梁; 在中央大梁侧面的两条侧梁; 以及沿着平行于桥梁长度的大梁的下部区域将每个侧梁连接到中心梁的联接器。 联接器相对于桥的中心垂直纵向平面对称布置,并且允许侧梁相对于平行于桥梁长度的中心梁移位。 每个联轴器包括固定到中心梁并平行于桥梁长度延伸的轨道。 轨道具有形成在其上的导轨。 每个联接器还包括安装在相应的侧梁上并与导轨接合的滚子。
    • 7. 发明授权
    • Floating bridge
    • 浮桥
    • US06167582A
    • 2001-01-02
    • US09175314
    • 1998-10-20
    • Hans-Norbert Wiedeck
    • Hans-Norbert Wiedeck
    • E01D1514
    • E01D15/20B63B35/36
    • A floating bridge includes at least two pontoons adjoining one another in a longitudinal direction of the bridge. Each pontoon includes two outside floats and at least two inside floats hinged together in a transverse direction of the bridge. Each float includes an upper roadway section and at least the inside floats each include a bottom plate having an integrated tension chord. Connecting elements connecting the inside floats of the two adjoining pontoons. The connecting elements are arranged in a region of the tension chords integrated into the bottom plates of the inside floats and respectively connect the tension chords of the two adjoining inside floats. Each connecting element comprises a bolt coupling including a horizontally arranged bolt. The connecting elements are arranged so that a spacing exists in a region of the roadway section between the inside floats of the adjoining pontoons to permit a powerless tilting of the respective adjoining pontoons relative to each other and around the bolts of the connecting elements.
    • 浮桥包括在桥的纵向彼此相邻的至少两个浮桥。 每个浮桥包括两个外部浮子和至少两个在桥的横向铰接在一起的内部浮子。 每个浮子包括上部道路区段,并且至少内部浮子每个包括具有整合的张力弦的底板。 连接两个相邻浮筒内部浮标的元件。 连接元件布置在集成到内部浮体的底板中的张力弦的区域中,并且分别连接两个相邻的内部浮子的张力弦。 每个连接元件包括一个包括水平布置的螺栓的螺栓联接件。 连接元件布置成使得在相邻浮筒的内部浮子之间的道路区域的区域中存在间隔,以允许相邻的浮体相对于彼此和围绕连接元件的螺栓的无能倾斜。
    • 8. 发明授权
    • Deployable bridge and apparatus for laying the same
    • 可铺设的桥和设备铺设
    • US5457836A
    • 1995-10-17
    • US200620
    • 1994-02-23
    • Hans-Norbert Wiedeck
    • Hans-Norbert Wiedeck
    • E01D15/127E01D15/12
    • E01D15/127
    • The invention relates to a bridge comprising at least one bridge elements. The bridge elements has a base body that has chamfered end surfaces on which roadway plates rest that can be necessarily brought out of a drive-on position into a coupling position by hinged ramp plates in that respectively two bridge elements are moved toward the ramp plates into a drive-on position. The apparatus for laying the bridge has a guide (support rail, holding sheet) for the guide members of the ramp plates so that the bridge elements can be reliably guided together. Moreover, the apparatus has guide rails with which the locking elements (hook, pins) can be centrally actuated.
    • 本发明涉及一种包括至少一个桥接元件的桥。 桥梁元件具有基体,其具有倒角的端面,道路板搁置在该基体上,可以通过铰接的斜板从驱动位置进入联接位置,其中两个桥接元件分别向斜坡板移动 一个开车位置。 用于铺设桥的装置具有用于斜板的引导构件的引导件(支撑轨,保持片),使得桥元件可以可靠地被引导到一起。 此外,该装置具有导轨,通过该导轨可以将锁定元件(钩,销)中心地驱动。
    • 10. 发明授权
    • Hinge couplings for the side walls of a trough bridge
    • 槽桥侧壁的铰链联轴器
    • US5920936A
    • 1999-07-13
    • US909105
    • 1997-08-12
    • Hans-Norbert WiedeckHans-Joachim Berlin
    • Hans-Norbert WiedeckHans-Joachim Berlin
    • E01D15/12E01D19/04
    • E01D15/124
    • A trough bridge is composed of a plurality of interconnected bridge sections each formed of a roadway deck segment and side wall segments located at opposite sides of the roadway deck segment. An articulation for pivotally attaching the side wall segments to each roadway deck segment includes spaced and aligned first hinge sleeves affixed to the roadway deck segment; a separate first hinge recess defined next to each first hinge sleeve; spaced and aligned second hinge sleeves affixed to the side wall segments; and a separate second hinge recess defined next to each second hinge sleeve. In an assembled state the first hinge sleeves are received in respective second hinge recesses and the second hinge sleeves are received in respective first hinge recesses. The first and second hinge sleeves are in alignment with one another. A hinge pin passes through the first and second hinge sleeves for pivotally joining the side wall segments to the roadway deck segment. There is further provided a locking arrangement for immobilizing the side wall segments in a predetermined pivotal position relative to the roadway deck segment.
    • 槽桥由多个相互连接的桥接部分构成,每个桥接部分由道路甲板段和位于道路甲板段的相对侧的侧壁段形成。 用于将侧壁段枢转地连接到每个道路甲板段的铰接件包括固定到道路甲板段的间隔开和对齐的第一铰链套筒; 邻近每个第一铰链套筒限定的单独的第一铰链凹部; 间隔和对齐的第二铰链套筒固定到侧壁段上; 以及紧邻每个第二铰链套筒限定的单独的第二铰链凹部。 在组装状态下,第一铰链套管被容纳在相应的第二铰链凹部中,并且第二铰链套筒容纳在相应的第一铰链凹部中。 第一和第二铰链套管彼此对准。 铰链销穿过第一和第二铰链套筒,用于将侧壁段枢转地连接到道路甲板段。 还设置有用于将侧壁段相对于道路甲板段固定在预定枢转位置的锁定装置。