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公开(公告)号：US07469439B2
公开(公告)日：2008-12-30
申请号：US11585958
申请日：2006-10-25
申请人： Mitsuhiro Tokuno , Fumihiro Saito
发明人： Mitsuhiro Tokuno , Fumihiro Saito
IPC分类号： E01D19/12
CPC分类号： E01D2/00 , E01D2101/26 , E01D2101/268 , E02D27/30
摘要： A floor slab bridge structure is capable of enhancing the strength with which bridge girders and concrete bridge piers are rigidly joined so as to effectively suppress expansion and contraction, deflection, and distortion of the bridge girders, and to synergistically enhance the strength of connection concrete itself against the expansion and contraction, distortion, etc., to thereby be effective to prevent collapse of a bridge due to a large earthquake. Slab concrete is hammer-set between sides of respective bridge girders, which are spaced apart in a bridge width direction, along a length direction of the bridge girders. Connection concrete, in which bridge girder portions supported on bridge bottom surfaces of concrete bridge piers supporting the bridge girders are embedded, is additionally deposited on the bridge bottom surfaces to form a floor slab bridge structure constituting a rigid joining structure. The slab concrete and the concrete bridge piers are thus joined together through the connection concrete.
摘要翻译： 一种地板桥梁结构能够提高桥梁和混凝土桥墩刚性接合的强度，有效抑制桥梁的伸缩收缩，变形和扭曲，并协同增强连接混凝土本身的强度 防止膨胀和收缩，变形等，从而有效地防止由于大地震而导致的桥塌陷。 平板混凝土在沿桥梁的长度方向在桥梁宽度方向间隔开的各个桥梁的侧面之间被锤击。 连接混凝土，其中嵌入支撑在桥梁桁架的混凝土桥墩的桥底面上的桥梁梁部分被附加地沉积在桥底面上，以形成构成刚性接合结构的楼板桥梁结构。 平板混凝土和混凝土桥墩因此通过连接混凝土连接在一起。
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公开(公告)号：US07373760B2
公开(公告)日：2008-05-20
申请号：US10854186
申请日：2004-05-27
CPC分类号： E04C3/292 , E01D19/125 , E01D2101/30 , E04B5/10
摘要： A floor structure comprises a plurality of steel beams 4 arranged in parallel, each steel beam 4 including a web, an upper flange disposed at an upper end of the web, and a lower flange disposed at a lower end of the web, a floor surface being formed on the upper flange 2. The floor structure further includes a displacement preventing spacer interposed between the upper flanges and/or lower flanges of the adjacent steel beams. The displacement preventing spacer includes a load receiving part which is brought into engagement with the adjacent upper flanges and/or lower flanges to receive an active load incurred by the individual steel beams 4 so as to inhibit the steel beams 4 from displacing downward.
摘要翻译： 地板结构包括平行布置的多个钢梁4，每个钢梁4包括腹板，设置在腹板上端的上凸缘和设在腹板的下端的下凸缘，底板表面 形成在上凸缘2上。 地板结构还包括插入相邻钢梁的上凸缘和/或下凸缘之间的位移防止隔离件。 位移防止间隔件包括负载接收部分，其与相邻的上凸缘和/或下凸缘接合，以接收由单个钢梁4引起的有效载荷，从而阻止钢梁4向下移位。
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公开(公告)号：US06892410B2
公开(公告)日：2005-05-17
申请号：US10653173
申请日：2003-09-03
摘要： Through co-action between auxiliary triangular structural frames, which are each constructed at opposite ends of a truss girder or arch girder, and a cable stretched between the auxiliary triangular structural frames, an upwardly directed force is exerted to the truss girder or arch girder, thereby effectively inducing a load resisting force. A reinforcement structure of a truss bridge or arch bridge is comprised of a truss girder or arch girder, a first and a second end of which are each provided with a main triangular structural frame. The main triangular structural frame is provided at an inner side thereof with an auxiliary triangular structural frame. The auxiliary triangular structural frame is joined at vertexes thereof with frame structural elements at respective sides of the main triangular structural frame. A cable extends in a longitudinal direction of the truss bridge, being stretched between a nearby part of a joined part at one of the vertexes of the auxiliary triangular structural frame on a side of the first end of the truss girder or arch girder and a nearby part of a joined part at a corresponding one of the vertexes of the auxiliary triangular structural frame on a side of the second end of the truss girder or arch girder. Deflecting structure, adapted to exert a downwardly directed force to the cable, is inserted between the cable and a lower chord of the truss girder or arch girder so as to tension the cable, and an upwardly directed force is exerted to the lower chord by a reaction force attributable to tension of the cable via the deflecting structure.
摘要翻译： 通过在桁架梁或拱梁的相对端构造的辅助三角形结构框架之间的协同作用和在辅助三角形结构框架之间延伸的缆索，向上的力施加到桁架梁或拱梁， 从而有效地引起承载力。 桁架桥或拱桥的加固结构由桁架梁或拱梁组成，其桁架梁或拱梁的第一和第二端分别设有主三角形结构框架。 主三角形结构框架的内侧设有辅助三角形结构框架。 辅助三角形结构框架的顶点在主三角形结构框架的相应侧与框架结构元件连接。 电缆沿着桁架桥的纵向方向延伸，在辅助三角形结构框架的一个顶点处的桁架梁或拱形梁的第一端的一侧的接合部分的附近部分和附近 在桁架梁或拱形梁的第二端侧的辅助三角形结构框架的相应一个顶点处的接合部分的一部分。 适于向电缆施加向下定向的力的偏转结构被插入在电缆和桁架梁或拱形梁的下弦之间，以便拉紧电缆，并且向上的力通过一个 由于电缆通过偏转结构的张力引起的反作用力。
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公开(公告)号：US20080301512A1
公开(公告)日：2008-12-04
申请号：US12128057
申请日：2008-05-28
申请人： Fumihiro SAITO , Naoki MIYAZAKI
发明人： Fumihiro SAITO , Naoki MIYAZAKI
IPC分类号： G06F11/25
CPC分类号： G06F11/2733
摘要： A semiconductor test system includes: pin electronics (“PE”) cards each being operable to: a) apply a test pattern to device under tests (“DUTs”) each connected to the PE cards; b) capture patterns outputted in response to the test pattern from the DUTs; c) compare the patterns with an expected value pattern; and d) determine whether or not the patterns correspond with the expected value pattern, and a fail control card being operable to: e) aggregate fail information about the DUTs inputted through the PE cards every the DUTs; and f) transfer the fail information to the PE cards.
摘要翻译： 半导体测试系统包括：引脚电子（“PE”）卡，每个卡可操作以：a）将测试图案应用于每个连接到PE卡的被测设备（“DUT”）; b）从被测设备捕获响应于测试图案输出的图案; c）将模式与期望值模式进行比较; 以及d）确定所述模式是否对应于期望值模式，并且故障控制卡可操作以：e）通过每个所述DUT通过所述PE卡输入的DUT的聚合失败信息; 和f）将故障信息传送到PE卡。
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公开(公告)号：US20070193161A1
公开(公告)日：2007-08-23
申请号：US11785189
申请日：2007-04-16
IPC分类号： E04F15/14
CPC分类号： E04C3/292 , E01D19/125 , E01D2101/30 , E04B5/10
摘要： The present invention makes it possible to dismantle and re-use a floor structure by effectively exhibiting the displacement preventing effect for each steel beam against an active load when the floor structure is formed by arranging steel beams in parallel. A floor structure comprises a plurality of steel beams 4 arranged in parallel, each steel beam 4 including a web, an upper flange disposed at an upper end of the web, and a lower flange disposed at a lower end of the web, a floor surface being formed on the upper flange 2. The floor structure further includes a displacement preventing spacer interposed between the upper flanges and/or lower flanges of the adjacent steel beams. The displacement preventing spacer includes a load receiving part which is brought into engagement with the adjacent upper flanges and/or lower flanges to receive an active load incurred by the individual steel beams 4 so as to inhibit the steel beams 4 from displacing downward.
摘要翻译： 本发明通过在通过并列设置钢梁来形成地板结构时，通过有效地显示每个钢梁抵抗有效载荷的位移防止效果，可以拆卸和重新使用地板结构。 地板结构包括平行布置的多个钢梁4，每个钢梁4包括腹板，设置在腹板上端的上凸缘和设在腹板的下端的下凸缘，底板表面 形成在上凸缘2上。 地板结构还包括插入相邻钢梁的上凸缘和/或下凸缘之间的位移防止隔离件。 位移防止间隔件包括负载接收部分，其与相邻的上凸缘和/或下凸缘接合，以接收由单个钢梁4引起的有效载荷，从而阻止钢梁4向下移位。
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公开(公告)号：US08370983B2
公开(公告)日：2013-02-12
申请号：US13122741
申请日：2009-10-21
申请人： Mitsuhiro Tokuno , Fumihiro Saito
发明人： Mitsuhiro Tokuno , Fumihiro Saito
CPC分类号： E01D2/02 , E01D19/02 , E01D2101/268
摘要： In a rigid connection structure of a bridge pier and concrete girder, a joint-equipped PC concrete girder is constituted by burying a rear half part of a shaped-steel joint formed of short shaped-steel respectively in both ends of the concrete girder and protruding a front half part of each shaped-steel joint respectively from each end face of the concrete girder, the respective shaped-steel joint portions protruded from the respective end faces of the concrete girders are supported on a bridge abutment face of a bridge pier while being connected to a connection strip member which arises from the bridge abutment face, and the respective shaped-steel joint portions and the connection strip member are buried in connection concrete which is additionally casted on the bridge abutment face.
摘要翻译： 在桥墩和混凝土梁的刚性连接结构中，通过在混凝土梁的两端分别形成由短型钢形成的成形钢接头的后半部分，并且突出 每个成形钢接头的前半部分分别从混凝土梁的每个端面，从混凝土梁的各个端面突出的相应的成形钢接头部分被支撑在桥墩的桥接面上，同时 连接到从桥接面产生的连接条构件，并且各个成形钢接头部分和连接条构件被埋在另外浇铸在桥接面上的连接混凝土中。
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公开(公告)号：US20110191967A1
公开(公告)日：2011-08-11
申请号：US13122741
申请日：2009-10-21
申请人： Mitsuhiro Tokuno , Fumihiro Saito
发明人： Mitsuhiro Tokuno , Fumihiro Saito
CPC分类号： E01D2/02 , E01D19/02 , E01D2101/268
摘要： The present invention provides a rigid connection structure of a bridge pier and a concrete girder capable of drastically reducing bridging cost and reducing total quantity of steel material to be used compared to a rigid-frame bridge using steel girders and capable of flexibly forming concrete girders into a shape corresponding to a bridging site without shape restriction for steel girders. In the rigid connection structure of a bridge pier 4 and concrete girder 2, a joint-equipped PC concrete girder 1 is constituted by burying a rear half part of a shaped-steel joint 3 formed of short shaped-steel respectively in both ends of the concrete girder 2 and protruding a front half part of each shaped-steel joint 3 respectively from each end face of the concrete girder 2, the respective shaped-steel joint portions 3b protruded from the respective end faces of the concrete girders 2 are supported on a bridge abutment face 12 of a bridge pier 4 while being connected to a connection stripe member 13 which arises from the bridge abutment face 12, and the respective shaped-steel joint portions 3b and the connection strip member 13 are buried in connection concrete 14 which is additionally casted on the bridge abutment face 12.
摘要翻译： 本发明提供了一种桥墩和混凝土梁的刚性连接结构，与使用钢梁的刚性框架桥相比，能够显着降低桥接成本并减少使用的钢材总量，并能够将混凝土梁柔性成型 对应于钢梁的形状限制的桥接部位的形状。 在桥墩4和混凝土梁2的刚性连接结构中，连接配备的PC混凝土梁1通过分别在短两端形成的成形钢接头3的后半部分 混凝土梁2分别从混凝土梁2的各端面突出各个成形钢接头3的前半部分，从混凝土梁2的各端面突出的各个成形钢接头部分3b被支撑在 桥墩4的桥接台面12连接到从桥接接合面12产生的连接条状构件13，并且各个成形钢接头部分3b和连接条构件13被埋在连接混凝土14中，连接混凝土14是 另外铸造在桥接台面12上。
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公开(公告)号：US07418804B2
公开(公告)日：2008-09-02
申请号：US11785189
申请日：2007-04-16
CPC分类号： E04C3/292 , E01D19/125 , E01D2101/30 , E04B5/10
摘要： A floor structure comprises a plurality of steel beams 4 arranged in parallel, each steel beam 4 including a web, an upper flange disposed at an upper end of the web, and a lower flange disposed at a lower end of the web, a floor surface being formed on the upper flange 2. The floor structure further includes displacement preventing spacers interposed between the upper flanges and/or lower flanges of the adjacent steel beams. Each displacement preventing spacer includes a load receiving part which is brought into engagement with the adjacent upper flanges and/or lower flanges to receive an active load incurred by the individual steel beams 4 so as to inhibit the steel beams 4 from displacing downward.
摘要翻译： 地板结构包括平行布置的多个钢梁4，每个钢梁4包括腹板，设置在腹板上端的上凸缘和设在腹板的下端的下凸缘，底板表面 形成在上凸缘2上。 地板结构还包括插入在相邻钢梁的上凸缘和/或下凸缘之间的位移防止垫片。 每个位移防止间隔件包括负载接收部分，其与相邻的上凸缘和/或下凸缘接合，以接收由各个钢梁4引起的有效载荷，以便阻止钢梁4向下移位。
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公开(公告)号：USRE40064E1
公开(公告)日：2008-02-19
申请号：US11522508
申请日：2006-09-18
IPC分类号： E01D19/12
CPC分类号： E01D2/00 , E01D19/125 , E01D2101/268
摘要： A construction of a floor slab bridge includes a plurality of columnar H-shaped steels each disposed between adjacent bridge legs and arranged in side-by-side relation with an end face of a lower flange abutted with a corresponding end face of the adjacent columnar H-shaped steel. A lower concrete layer is formed by placing concrete in a space defined between the upper and lower flanges and between adjacent web plates through a concrete inlet port formed between the adjacent upper flange, and an upper concrete layer is formed by placing concrete on the upper flange. An iron reinforcement is horizontally disposed on the upper flanges, and an iron reinforcement is suspended in the space from the horizontal iron reinforcement through the concrete inlet port.
摘要翻译： 楼板桥梁的结构包括多个柱状H型钢，它们各自设置在相邻的桥梁之间，并且与邻接的柱状H的相应端面的下凸缘的端面并排布置 形钢。 通过在相邻的上凸缘之间形成的混凝土入口将混凝土放置在限定在上凸缘和下凸缘之间的相邻的腹板之间的空间中，形成下混凝土层，并且通过将混凝土放置在上凸缘 。 在上部凸缘上水平设置铁质加强件，铁水加强件通过混凝土入口悬挂在水平铁质加强件的空间中。
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公开(公告)号：US20070251031A1
公开(公告)日：2007-11-01
申请号：US11585958
申请日：2006-10-25
申请人： Mitsuhiro Tokuno , Fumihiro Saito
发明人： Mitsuhiro Tokuno , Fumihiro Saito
IPC分类号： E01D19/02
CPC分类号： E01D2/00 , E01D2101/26 , E01D2101/268 , E02D27/30
摘要： The invention provides a floor slab bridge structure capable of enhancing that strength, with which bridge girders and concrete bridge piers are rigidly joined, effectively suppressing expansion and contraction, deflection, and distortion of the bridge girders, and synergistically enhancing the strength of connection concrete itself against the expansion and contraction, distortion, etc., and being very effective as measures for prevention of collapse of bridge against a large earthquake. Slab concrete is hammer-set between sides of respective bridge girders, which are aligned in a bridge width direction, in a length direction of the bridge girders and connection concrete, in which bridge girder portions supported on bridge bottom surfaces of concrete bridge piers supporting the bridge girders are embedded, is additionally deposited on the bridge bottom surfaces to form a floor slab bridge structure being a rigid joining structure, in which the slab concrete and the concrete bridge piers are concrete-joined together through the connection concrete.
摘要翻译： 本发明提供了一种能够提高桥梁梁和混凝土桥墩刚性连接的强度的地板桥梁结构，有效地抑制了桥桁架的伸缩，弯曲和变形，并且协同增强了连接混凝土本身的强度 反对扩张和收缩，扭曲等，并且作为防止大桥地震崩溃的措施非常有效。 板桥混凝土在桥梁梁的宽度方向上与桥梁和连接混凝土的长度方向对齐，桥梁梁支撑在混凝土桥墩的桥底面上， 桥梁被嵌入，另外沉积在桥底面上以形成一个刚性连接结构的楼板桥梁结构，其中板坯混凝土和混凝土桥墩通过连接混凝土混凝土连接在一起。
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