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    SEISMIC DAMPING PEIR FOUNDATION SYSTEM FOR SEISMIC ISOLATION
    2.
    发明公开
    SEISMIC DAMPING PEIR FOUNDATION SYSTEM FOR SEISMIC ISOLATION 审中-公开

    公开(公告)号：US20240026617A1

    公开(公告)日：2024-01-25

    申请号：US18225402

    申请日：2023-07-24

    申请人： Cover Technologies, Inc.

    发明人： Craig Derian ,  Alexis Xavier Rivas ,  Gregory Nielsen ,  Hamahito Hokyo

    IPC分类号： E01D19/02 ,  E02D27/52 ,  E02D27/34

    CPC分类号： E01D19/02 ,  E02D27/525 ,  E02D27/34

    摘要： A foundation system includes: a pier supporting a bottom surface of a structure; a collar on the pier 1defining a first and second cable guide; a thrust bearing on the collar opposite the pier; a thrust plate on the bottom surface of the structure configured to mate with the thrust bearing; a first cable extending through the first cable guide along a first horizontal axis; a second cable extending through the second cable guide along a second horizontal axis; a first spring assembly coupled to the bottom surface of the structure and to the first cable configured to tension the first cable along the first horizontal axis to return the structure to a center position; and a second spring assembly coupled to the bottom surface of the structure, and configured to tension the second cable along the first horizontal axis to return the structure to the center position.

    Bridge apparatus, systems and methods of construction
    3.
    发明授权
    Bridge apparatus, systems and methods of construction 有权

    公开(公告)号：US11718964B2

    公开(公告)日：2023-08-08

    申请号：US17930659

    申请日：2022-09-08

    申请人： SUMMIT PRECAST CONCRETE LP

    发明人： John Michael Ogorchock ,  Michael Ryan Ogorchock

    IPC分类号： E01D19/12 ,  E01D2/02 ,  E01D21/00 ,  E01D19/02 ,  E01D101/28

    CPC分类号： E01D19/125 ,  E01D2/02 ,  E01D19/02 ,  E01D21/00 ,  E01D2101/28

    摘要： Bridge systems and methods for constructing bridges having overhang surfaces employing generally rectangular, precast, prestressed concrete panels. One method includes delivering a plurality of generally rectangular, precast, prestressed concrete panels to an installation site, and delivering one or more support beams to the installation site, each support beam having a support and a base. The concrete panels are positioned on the supports of the one or more support beams with an overhang panel section and a traffic panel section. The concrete panels are then connected to the support beams by positioning steel reinforcement in block outs or voids, pouring unsolidified concrete into the voids, and curing the unsolidified concrete to form an overhang traffic surface. Bridges constructed employing the precast, prestressed concrete panels and methods. Other bridge systems employ prestressed concrete L-walls and double-T members, where weight-bearing L-walls have pockets for webs of the double-T members.

    SOLID REINFORCED CONCRETE COLUMN BASED ON ARRANGEMENT OF TRIANGULAR REINFORCING BAR NETWORKS AND METHOD OF CONSTRUCTING THE SAME
    7.
    发明申请
    SOLID REINFORCED CONCRETE COLUMN BASED ON ARRANGEMENT OF TRIANGULAR REINFORCING BAR NETWORKS AND METHOD OF CONSTRUCTING THE SAME 有权
    基于三角形钢筋网的布置的固体强化混凝土柱及其构造方法

    公开(公告)号：US20160251856A1

    公开(公告)日：2016-09-01

    申请号：US15030074

    申请日：2013-11-27

    申请人： SAMSUNG C&T CORPORATION

    发明人： Tae Hoon KIM

    IPC分类号： E04C3/34 ,  E04G21/14 ,  E04G21/12 ,  E04C5/06 ,  E04G21/02

    CPC分类号： E04C3/34 ,  E01D19/02 ,  E04C5/06 ,  E04C5/0604 ,  E04C5/0627 ,  E04G21/02 ,  E04G21/125 ,  E04G21/142

    摘要： A solid reinforced concrete column and a method of constructing the same are disclosed. The solid reinforced concrete column includes outer main reinforcing bars, inner reinforcing bars, inner transverse reinforcing bars, outer transverse reinforcing bars, and concrete. The outer main reinforcing bars are arranged in an axial direction. The inner reinforcing bars are each arranged to be placed between two or three of the outer main reinforcing bars inside the two or three outer main reinforcing bars in the axial direction. The inner transverse reinforcing bars are each arranged to connect the two or three outer main reinforcing bars and the inner reinforcing bar in a transverse direction. The outer transverse reinforcing bars are arranged to surround the outer main reinforcing bars outside the outer main reinforcing bars in the transverse direction. The concrete is placed to bury the reinforcing bars.

    摘要翻译： 公开了一种固体钢筋混凝土柱及其构造方法。 固体钢筋混凝土柱包括外部主要钢筋，内部钢筋，内部横向钢筋，外部横向钢筋和混凝土。 外部主要钢筋沿轴向布置。 内侧钢筋各自布置成沿着轴向位于两个或三个外部主要钢筋内部的两个或三个外部主要钢筋之间。 内横向钢筋各自布置成在横向方向上连接两个或三个外主筋和内钢筋。 外侧横向钢筋被布置成在外侧主钢筋的外侧沿横向包围外部主要钢筋。 混凝土被放置以埋设钢筋。

    Bridge pier structure
    8.
    发明授权
    Bridge pier structure 有权
    桥墩结构

    公开(公告)号：US09416504B1

    公开(公告)日：2016-08-16

    申请号：US14934827

    申请日：2015-11-06

    申请人： JFE Civil Engineering & Construction Corporation

    发明人： Keisuke Shiota ,  Kazuaki Miyagawa ,  Hiroyuki Imashio ,  Hitoshi Naito ,  Yuya Sakurai ,  Yasuke Imano

    IPC分类号： E01D19/00 ,  E01D19/02

    CPC分类号： E01D19/02

    摘要： A bridge pier structure includes a damper having damping characteristics, a substructure joined with a lower end portion of the damper, and a pillar member provided upright on the substructure, a side surface of the pillar member being joined with an upper end portion of the damper. The damper is substantially parallel to the side surface of the pillar member.

    摘要翻译： 桥墩结构包括具有阻尼特性的阻尼器，与阻尼器的下端部连接的子结构以及在底座上竖立设置的柱构件，柱构件的侧表面与阻尼器的上端部接合 。 阻尼器基本上平行于柱构件的侧表面。

    BRIDGE PIER STRUCTURE
    9.
    发明申请
    BRIDGE PIER STRUCTURE 有权
    桥梁结构

    公开(公告)号：US20160222608A1

    公开(公告)日：2016-08-04

    申请号：US14934827

    申请日：2015-11-06

    申请人： JFE Civil Engineering & Construction Corporation

    发明人： Keisuke SHIOTA ,  Kazuaki MIYAGAWA ,  Hiroyuki IMASHIO ,  Hitoshi NAITO ,  Yuya SAKURAI ,  Yasuke IMANO

    IPC分类号： E01D19/02

    CPC分类号： E01D19/02

    摘要： A bridge pier structure includes a damper having damping characteristics, a substructure joined with a lower end portion of the damper, and a pillar member provided upright on the substructure, a side surface of the pillar member being joined with an upper end portion of the damper. The damper is substantially parallel to the side surface of the pillar member.

    摘要翻译： 桥墩结构包括具有阻尼特性的阻尼器，与阻尼器的下端部连接的子结构以及在底座上竖立设置的柱构件，柱构件的侧表面与阻尼器的上端部接合 。 阻尼器基本上平行于柱构件的侧表面。

    SCOUR PREVENTING APPARATUS FOR HYDRAULIC STRUCTURES
    10.
    发明申请
    SCOUR PREVENTING APPARATUS FOR HYDRAULIC STRUCTURES 有权
    液压结构防止装置

    公开(公告)号：US20160083925A1

    公开(公告)日：2016-03-24

    申请号：US14962874

    申请日：2015-12-08

    申请人： APPLIED UNIVERSITY RESEARCH, INC.

    发明人： Roger Lyndon SIMPSON ,  Gwibo BYUN

    IPC分类号： E02D5/60 ,  E02D27/12 ,  E01D22/00 ,  E02D31/10 ,  E01D19/02 ,  E02D5/64 ,  E02D27/52

    CPC分类号： E02D5/60 ,  E01D19/02 ,  E01D22/00 ,  E02D5/64 ,  E02D27/12 ,  E02D27/52 ,  E02D31/10

    摘要： Disclosed are several practical refinements, extensions, additions, and improvements to the manufactured three-dimensional continuous convex-concave fairing with attached vortex generators. The piecewise continuously varying slope and curvature fairings provide manufacturing cost reductions, as well as cost reductions by reducing the frequency and complexity of monitoring practices for bridges and elimination of temporary fixes that require costly annual or periodic engineering studies and construction to mitigate scour on at-risk bridges. The probability of bridge failure and its associated liability to the public is totally avoided since the root cause of local scour is prevented.

    摘要翻译： 公开了对附带的涡流发生器制造的三维连续凸凹整流罩的几个实际改进，扩展，添加和改进。 分段连续变化的坡度和曲率整流罩通过减少桥梁监控实践的频率和复杂性以及消除临时修复需要昂贵的年度或周期性工程研究和建设来减轻冲击波浪，从而降低制造成本，同时降低成本， 风险桥梁 完全避免桥梁失效的可能性及其对公众的相关责任，因为防止了本地冲刷的根本原因。