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61. 发明授权

US07895799B2 Hybrid composite beam and beam system 有权
标题翻译：混合复合梁和梁系统
公开(公告)号：US07895799B2
公开(公告)日：2011-03-01
申请号：US12483156
申请日：2009-06-11
申请人： John R. Hillman , Michael A. Zicko
发明人： John R. Hillman , Michael A. Zicko
IPC分类号： E04C3/02
CPC分类号： E01D2/02 , E01D2101/26 , E01D2101/40 , E04C3/29
摘要： The present application includes disclosure of various embodiments of composite construction beams and beam systems. In at least one exemplary embodiment of a composite construction beam of the present disclosure, the beam comprises an elongated shell having a length and an interior volume, wherein the elongated shell defines a first aperture. An exemplary construction beam further comprises a first conduit within the interior volume of the elongated shell, the first conduit having a curved profile extending along a longitudinal direction of the beam, and a second conduit within the interior volume of the elongated shell, the second conduit extending along at least a portion of the length of the elongated shell, wherein the first conduit and the second conduit are in communication with one another. In at least one embodiment, a construction beam of the present disclosure comprises a first flange positioned upon the elongated shell relative to the first aperture.
摘要翻译：本申请包括公开复合结构梁和梁系统的各种实施例。在本公开的复合结构梁的至少一个示例性实施例中，梁包括具有长度和内部体积的细长壳，其中细长壳限定第一孔。示例性结构梁还包括在细长壳的内部空间内的第一导管，第一导管具有沿着梁的纵向方向延伸的弯曲轮廓，以及在细长壳的内部空间内的第二导管，第二导管沿着细长壳体的长度的至少一部分延伸，其中第一导管和第二导管彼此连通。在至少一个实施例中，本公开的结构梁包括相对于第一孔定位在细长壳体上的第一凸缘。

62. 发明申请

US20090241452A1 HYBRID COMPOSITE BEAM AND BEAM SYSTEM 有权
标题翻译：混合复合梁和梁系统
公开(公告)号：US20090241452A1
公开(公告)日：2009-10-01
申请号：US12483156
申请日：2009-06-11
申请人： John R. Hillman , Michael A. Zicko
发明人： John R. Hillman , Michael A. Zicko
IPC分类号： E04C3/29 , E04C2/20 , E04C5/07
CPC分类号： E01D2/02 , E01D2101/26 , E01D2101/40 , E04C3/29
摘要： The present application includes disclosure of various embodiments of composite construction beams and beam systems. In at least one exemplary embodiment of a composite construction beam of the present disclosure, the beam comprises an elongated shell having a length and an interior volume, wherein the elongated shell defines a first aperture. An exemplary construction beam further comprises a first conduit within the interior volume of the elongated shell, the first conduit having a curved profile extending along a longitudinal direction of the beam, and a second conduit within the interior volume of the elongated shell, the second conduit extending along at least a portion of the length of the elongated shell, wherein the first conduit and the second conduit are in communication with one another. In at least one embodiment, a construction beam of the present disclosure comprises a first flange positioned upon the elongated shell relative to the first aperture.
摘要翻译：本申请包括公开复合结构梁和梁系统的各种实施例。在本公开的复合结构梁的至少一个示例性实施例中，梁包括具有长度和内部体积的细长壳，其中细长壳限定第一孔。示例性结构梁还包括在细长壳的内部空间内的第一导管，第一导管具有沿着梁的纵向方向延伸的弯曲轮廓，以及在细长壳的内部空间内的第二导管，第二导管沿着细长壳体的长度的至少一部分延伸，其中第一导管和第二导管彼此连通。在至少一个实施例中，本公开的结构梁包括相对于第一孔定位在细长壳体上的第一凸缘。

63. 发明授权

US07556451B2 Precast concrete bridge and headwall assembly and method of production 有权
标题翻译：预制混凝土桥梁及后台组装及生产方法
公开(公告)号：US07556451B2
公开(公告)日：2009-07-07
申请号：US11223566
申请日：2005-09-09
申请人： Timothy J. Beach , Jeffrey Von Handorf
发明人： Timothy J. Beach , Jeffrey Von Handorf
IPC分类号： F16L37/00 , F16L49/00
CPC分类号： E01D4/00 , E01D2101/26
摘要： A precast steel reinforced concrete bridge unit has an arcuate top wall integrally connecting opposite side walls, and a series of precast reinforced concrete counterforts are releasably connected to the top wall of the bridge unit at laterally spaced intervals. The counterforts have vertical end surfaces spaced from an end surface of the bridge unit, and end portions of reinforcing bars project from the vertical end surfaces of the counterforts. An end surface of the bridge unit is located on a horizontal casting surface, and a reinforced concrete headwall is cast on the casting surface with the reinforcing bars depending from the counterforts embedded in the concrete forming the headwall. After curing, the concrete headwall and counterforts are removed as a unit from the bridge unit to facilitate handling and shipping of the bridge unit and headwall and counterfort unit.
摘要翻译：预制钢筋混凝土桥梁单元具有一体地连接相对侧壁的弓形顶壁，并且一系列预制钢筋混凝土搅拌器以横向间隔的间隔可释放地连接到桥接单元的顶壁。所述反击件具有与所述桥接单元的端面间隔开的垂直端面，并且所述钢筋的端部从所述反击件的垂直端面突出。桥梁单元的端面位于水平铸造表面上，并且钢筋混凝土墙壁被浇铸在铸造表面上，钢筋从嵌入混凝土中的反浇口形成，形成后壁。固化后，从桥梁单元将混凝土墙壁和反驳装置作为一个单元拆除，以便于桥梁单元和后台和扶手单元的搬运和运输。

64. 发明授权

US07469439B2 Floor slab bridge structure 有权
标题翻译：地板桥梁结构
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。

65. 发明授权

US07243474B2 Methods and apparatus for forming and placing generally horizontal structures 失效
公开(公告)号：US07243474B2
公开(公告)日：2007-07-17
申请号：US10967798
申请日：2004-10-18
申请人： Matthew Russell
发明人： Matthew Russell
IPC分类号： E04B1/00 , E04G21/00 , E04G23/00
CPC分类号： E04B1/3505 , E01D21/08 , E01D2101/26 , E01D2101/28 , E04B1/35 , E04G11/22
摘要： One embodiment of the present invention provides for a method of placing a concrete structure in a generally horizontal position. The method includes building the concrete structure in an essentially vertical position, the concrete structure being defined by a first end. The concrete structure is pivotably supported at a support location proximate the first end while the concrete structure is in the essentially vertical position. The concrete structure is then pivoted about the support location to move the concrete structure from the essentially vertical position to the generally horizontal position.

66. 发明授权

US06177185B1 Composite concrete structure including an imide layer and method for making same 失效
标题翻译：复合混凝土结构包括酰亚胺层及其制造方法
公开(公告)号：US06177185B1
公开(公告)日：2001-01-23
申请号：US09156229
申请日：1998-09-18
申请人： Samuel A. Face, Jr.
发明人： Samuel A. Face, Jr.
IPC分类号： B32B1312
CPC分类号： B32B13/12 , B32B7/12 , B32B2367/00 , E01C7/145 , E01D19/083 , E01D2101/26 , E04C5/015 , E04C5/07 , E04D7/00 , Y10T428/1471 , Y10T428/1481 , Y10T428/252 , Y10T428/31721
摘要： A composite structure is provided which resists corrosion and cracking due to water seepage and roadway use. The composite structure of reinforced concrete is wear resistant through bonding it to a liquid-impermeable overlay such as latex concrete with an adhesive imide. The imide has great adhesion to the concrete and has a thermal expansion and flexural strength comparable to the reinforced steel which prevents delamination of the imide and the overlay as road, bridge or deck roof is subjected to traffic and the elements.
摘要翻译：提供了一种复合结构，可以防止渗水和道路使用引起的腐蚀和开裂。钢筋混凝土的复合结构通过将其粘接到液体不可渗透的覆盖物上，例如具有粘合剂酰亚胺的胶乳混凝土而具有耐磨性。酰亚胺对混凝土具有很好的粘合性，并且具有与钢筋相当的热膨胀和弯曲强度，防止了由于道路，桥梁或甲板屋顶受到交通和元素的影响，可防止酰亚胺和覆盖层分层。

67. 发明授权

US5597629A High shear strength pultrusion 失效
标题翻译：高剪切强度拉挤成型
公开(公告)号：US5597629A
公开(公告)日：1997-01-28
申请号：US325981
申请日：1995-01-26
申请人： David W. Johnson
发明人： David W. Johnson
IPC分类号： A47B47/04 , A47B73/00 , B29C70/52 , E01D1/00 , E04B1/19 , E04B1/58 , E04C3/12 , E04C3/28 , E04C3/42 , E04C3/46 , E04G1/04 , E04H12/02 , E04H12/24 , E04H17/14 , F16B7/04 , F16B12/12 , B29D22/00
CPC分类号： F16B7/0446 , A47B47/04 , A47B73/00 , B29C70/525 , E01D1/00 , E04B1/19 , E04C3/12 , E04C3/28 , E04C3/42 , E04C3/46 , E04G1/04 , E04H12/02 , E04H17/1439 , F16B12/125 , E01D2101/10 , E01D2101/26 , E01D2101/30 , E01D2101/40 , E04B2001/1924 , E04B2001/1927 , E04B2001/1933 , E04B2001/1945 , E04B2001/1948 , E04B2001/1957 , E04B2001/1963 , E04B2001/1975 , E04B2001/1984 , E04B2001/199 , E04B2001/1993 , E04B2001/5893 , E04H12/24 , Y10T156/1008 , Y10T156/101 , Y10T156/1051 , Y10T428/1362 , Y10T428/24033 , Y10T428/24446 , Y10T428/24645 , Y10T428/24686 , Y10T428/24785
摘要： To produce a pultrusion which can be machined without undue strength loss bidirectional woven fiber fabric is modified to be pultrudable into a high shear strength composite member. In a preferred form of the invention the fabric is pleated in the pultrusion process to create an endless wall of stacked switchback pleated layers which defines a box beam wall in one example, and the shaft of a bolt in another. Products produced by this process have improved isotonic strength qualities over currently produced pultrusions, which are limited to unidirectional fibers, continuous fiber mats, or alternating layers of non-woven 0.degree. and 90.degree. cloth and do not have the shear strength inherent in the pleated configuration.
摘要翻译：为了生产可以在没有不适当强度损失的情况下加工的拉挤成型，双向织造纤维织物被改性成可拉挤成高剪切强度的复合材料。在本发明的优选形式中，织物在拉挤成型工艺中打褶以在一个示例中形成层叠的折回折叠层，其限定了箱形梁壁，并且在另一个示例中形成了螺栓的轴。通过该方法生产的产品具有超过目前生产的拉挤挤出物的等渗强度特性，其仅限于单向纤维，连续纤维垫或无纺织物0°和90°布的交替层，并且不具有褶皱固有的剪切强度组态。

68. 发明授权

US5437072A Rapid transit viaduct with post-tensioning cable system 失效
标题翻译：快速运输高架桥与后张力电缆系统
公开(公告)号：US5437072A
公开(公告)日：1995-08-01
申请号：US100687
申请日：1993-08-02
申请人： Antonio Dinis , Gerard Sauvageot
发明人： Antonio Dinis , Gerard Sauvageot
IPC分类号： E01D2/04 , E01B26/00 , E01D21/10
CPC分类号： E01D2/04 , E01D2101/26 , E01D2101/28
摘要： Advantageously, the present invention also facilitates a unique method for post-tensioning segmental viaduct structures, for rapid transit use or otherwise, wherein post-tensioning cables do not follow load diagrams but instead follow uniform paths through each viaduct segment. In this way, each viaduct segment need not be specially fabricated to accommodate uniquely positioned cables.
摘要翻译：有利地，本发明还促进用于后张紧分段高架桥结构以用于快速运输使用或其他方式的独特方法，其中后张拉电缆不遵循负载图，而是遵循通过每个高架桥段的均匀路径。以这种方式，每个高架桥段不需要特别制造以容纳唯一定位的电缆。

69. 发明授权

US5386782A Rapid transit viaduct system with central platform station 失效
标题翻译：具有中央平台站的快速公交高架桥系统
公开(公告)号：US5386782A
公开(公告)日：1995-02-07
申请号：US100726
申请日：1993-08-02
申请人： Antonio Dinis , Gerard Sauvageot
发明人： Antonio Dinis , Gerard Sauvageot
IPC分类号： E01D2/04 , B61B5/00
CPC分类号： E01D2/04 , E01D2101/26 , E01D2101/28
摘要： A rapid transit viaduct system includes a central load bearing body having a pair of lateral platform structures mounted on opposite lower side portions thereof for carrying one or more rapid transit vehicles on either side of the central load bearing body. The viaduct system further includes vertically extending piers positioned below and supporting the central load bearing body. Additionally, a central station platform can be formed wherein some of the precast concrete viaduct segments are vertically divided and spaced apart a selected distance. A plurality of spacer blocks are disposed between the spaced apart viaduct segments, and a plurality of platform slabs are disposed between the spaced apart viaduct segments, above the spacer blocks, to form a station platform.
摘要翻译：快速运输高架桥系统包括中心承载体，其具有安装在其相对的下侧部分上的一对侧平台结构，用于在中心承载体的任一侧上承载一个或多个快速运输车辆。高架桥系统还包括位于下方并支撑中心承载体的垂直延伸的墩。此外，可以形成中心站平台，其中一些预制混凝土高架桥段被垂直分隔并且间隔开选定的距离。多个间隔块设置在间隔开的高架桥段之间，并且多个平台板布置在分隔开的高架桥段之间，间隔块上方，以形成站平台。

70. 发明授权

US5247774A Tower constructed of pultruded composites 失效
标题翻译：由拉挤成型的复合材料构成的塔
公开(公告)号：US5247774A
公开(公告)日：1993-09-28
申请号：US715912
申请日：1991-06-14
申请人： David W. Johnson
发明人： David W. Johnson
IPC分类号： B29C70/52 , E01D1/00 , E04B1/19 , E04B1/58 , E04C3/12 , E04C3/28 , E04C3/42 , E04G1/04 , E04H12/02 , E04H12/24 , E04H17/14
CPC分类号： E04G1/04 , B29C70/525 , E01D1/00 , E04B1/19 , E04C3/12 , E04C3/28 , E04C3/42 , E04H12/02 , E01D2101/10 , E01D2101/26 , E01D2101/30 , E01D2101/40 , E04B2001/1924 , E04B2001/1927 , E04B2001/1933 , E04B2001/1945 , E04B2001/1948 , E04B2001/1957 , E04B2001/1963 , E04B2001/1975 , E04B2001/1984 , E04B2001/199 , E04B2001/1993 , E04B2001/5893 , E04H12/24
摘要： A high voltage electrical transmission line tower is constructed virtually completely from insulated pultruded composites, enabling the closer spacing of conductors and the creation of a smaller tower structure and weighing half or less the weight of a steel tower with the same power transmitting capabilities.
摘要翻译：高压输电线塔实际上完全由绝缘的拉挤成型复合材料构成，能够使导体间距更靠近，并产生较小的塔架结构，并且具有相同功率传输能力的钢塔重量的一半或更小。

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