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    • 67. 发明授权
    • Fit-together type of precast concrete lining and bridging structural body
    • 装配式预制混凝土衬砌和桥梁结构体
    • US08539629B2
    • 2013-09-24
    • US12918044
    • 2009-02-18
    • Manyop Han
    • Manyop Han
    • E01D2/04
    • E01D2/00E01D2101/28E04C5/08
    • The present invention relates to a fit-together type of precast concrete lining and bridging structural body in which main girders are integrated with deck plates. Precast concrete deck members connected in longitudinal and transverse directions are pre-stressed by pre-stressed members, thereby making it possible to increase load carrying capacity or rigidity of a structure to stably use the structure for a long time. Further, it is possible to support the load applied from the top of a deck structure with a small thickness, and to make the deck structure light. Due to a knockdown type (fit-together type), installation and dismantlement are easy, and reuse is possible, and thus it is possible to provide convenient construction and low production costs.
    • 本发明涉及一种装配在一起的预制混凝土衬砌和桥梁结构体,其中主桁架与甲板相结合。 在纵向和横向连接的预制混凝土甲板构件由预应力构件预应力,从而可以增加结构的承载能力或刚度,以长期稳定地使用该结构。 此外,可以支撑从甲板结构的顶部施加的具有小厚度的载荷,并且使甲板结构变轻。 由于击倒式(组合式),安装拆卸容易,可以重复使用,因此可以提供方便的施工和低生产成本。
    • 68. 发明申请
    • Formwork for concrete beam
    • 混凝土梁模板
    • US20050229536A1
    • 2005-10-20
    • US11069556
    • 2005-03-02
    • Hisafumi YoshiiYoshinori Hikasa
    • Hisafumi YoshiiYoshinori Hikasa
    • E01D2/04B28B7/28B28B7/34B28B23/00E01D101/24E04G15/06E04C2/00E04C2/32E04C2/54
    • E04G15/061B28B7/28B28B7/34B28B23/0068E04G9/021E04G9/083Y10S249/02
    • To render a formwork (10), having a hollow (11b) defined therein and embedded in the elongated concrete member (40) during casting of a concrete material, to be lightweight, environmentally friendly and inexpensive and to have a sufficient strength, the formwork (10) includes a tubular member (11) formed by bending an oblong plate of corrugated cardboard (5) made of paper. The corrugated cardboard plate (5) includes a plurality of corrugated cardboards (3) laminated together and each formed by bonding liner sheets (2) to surfaces of a corrugated sheet (1). The corrugated cardboards (3) are laminated together with flutes of the corrugated cardboards (3) oriented in a direction (P) across a thickness of the corrugated cardboard plate (5), and a sheet (4) is bonded to front and rear major surfaces thereof.
    • 为了使铸模(10)具有在其中限定的中空部分(11b)并且在铸造混凝土材料期间嵌入细长混凝土构件(40)中时,其重量轻,环境友好且价格便宜并且具有足够的强度, 模板(10)包括通过弯曲由纸制成的瓦楞纸板(5)的长方形板形成的管状构件(11)。 瓦楞纸板(5)包括层叠在一起的多个瓦楞纸板(3),并且每个通过将衬垫(2)粘合到波纹板(1)的表面上而形成。 瓦楞纸板(3)与波纹纸板(3)的方向(P)的瓦楞层叠在瓦楞纸板(5)的厚度上,并且将片材(4)与前后主体 其表面。
    • 69. 发明授权
    • Multi-axis prestressed double-tee beam and method of construction
    • 多轴预应力双三通梁及其施工方法
    • US5867954A
    • 1999-02-09
    • US929327
    • 1997-09-06
    • Wei-Hwang Lin
    • Wei-Hwang Lin
    • E01D2/04E04C3/04E04C3/10
    • E04C3/10E01D2/04E01D2101/32E04C2003/0413E04C2003/043E04C2003/0434E04C2003/046
    • A multi-axis prestressed double-tee beam and method for construction the same is provided, the prestressed double-tee beam includes a cantilever type and a simple-support type, the cantilever type is composed of a pair of laterally combined steel skeletons and each includes a flat elongate erect web having straight upper edge and a bowed lower edge, a pair of upward sloped upper flanges extended along the length of the web, an elongate groove of U-shaped section centrally extended between the upper flanges, a single lower flange extended along the length of the lower edge of the web, a bottom engageable with the lower end of the combined steel skeletons, a plurality of wedges inserted into the groove and a plurality of triangular reinforcement of different size spacedly secured to the lateral sides of the webs abutting the upper flanges, the simple-support type is mostly similar to the cantilever type except a slightly upward arcuate rectangular cross-section and equal sized triangular reinforcements, besides it forms no elongate groove. Nevertheless, both of them provide multi-axis prestresses.
    • 提供多轴预应力双三通梁及其施工方法,预应力双三通梁包括悬臂式和简单支撑型,悬臂式由一对横向组合钢骨架组成,每个 包括具有直的上边缘和弯曲的下边缘的平坦细长的直立腹板,沿着腹板的长度延伸的一对向上倾斜的上凸缘,中间延伸在上凸缘之间的U形部分的细长凹槽,单个下凸缘 沿着网的下边缘的长度延伸,可与组合的钢骨架的下端接合的底部,插入到凹槽中的多个楔形件,以及分开固定到 腹板抵靠上凸缘,简单支撑型大体上类似于悬臂式,除了略微向上的弓形矩形横截面和相等尺寸的三角形 增强件,除此之外,不形成细长槽。 然而,它们都提供多轴预应力。
    • 70. 发明授权
    • Long or super long bridge with an automatic transporting system
    • 长或超长桥与自动运输系统
    • US5655244A
    • 1997-08-12
    • US657052
    • 1996-05-28
    • Hiroyuki MinakamiMotoyuki Minakami
    • Hiroyuki MinakamiMotoyuki Minakami
    • E01D1/00B61B15/00E01D2/00E01D2/04E01D11/00E01D11/02E01D18/00
    • B61B15/00E01D1/00E01D11/00Y02T30/40
    • An automatic vehicle transportation system (AVTS) is installed on a long or super long bridge in order to lighten and permit elongation of the entire bridge structure. The transportation system includes mode converting interchanges, automatic transportation lanes, trucks or pallets on which vehicles are mobilized, garages for trucks or pallets, converting lanes for trucks or pallets, merging and diverging ramps, toll gates, embarkation entrances and disembarkation exits, a fiber optic cable and a control center. In this innovative design, solar cells, a beat pump, bicycle paths, motorcycle paths, a green zone, shops and walkways for people may be located on the bridge floor. It is also possible to install the automatic vehicle transportation system inside the box girder or the lower deck of a truss girder without polluting the inside air of the girder.
    • 自动车辆运输系统(AVTS)安装在长或超长桥上,以减轻并允许整个桥梁结构的伸长。 运输系统包括模式转换交叉口,自动运输车道,卡车或货车托盘,卡车或托盘车库,转向卡车或托盘车道,合并和分流斜坡,收费站,登乘入口和出发出口,纤维 光缆和控制中心。 在这一创新设计中,太阳能电池,节拍泵,自行车道,摩托车路径,绿色区域,商店和人行道可能位于桥楼。 也可以将自动车辆运输系统安装在桁架梁的箱梁或下甲板内,而不会污染大梁的内部空气。