利索-全球专利检索

  1. 登录
  2. 注册

搜索结果

13 条记录 (耗时 0.025 秒)

    Optical detection apparatus for multi-channel multi-color measurement and multi-channel sample analyzer employing the same
    3.
    发明申请
    Optical detection apparatus for multi-channel multi-color measurement and multi-channel sample analyzer employing the same 有权
    用于多通道多色测量的光学检测装置和采用其的多通道样本分析仪

    公开(公告)号：US20060050277A1

    公开(公告)日：2006-03-09

    申请号：US11221055

    申请日：2005-09-07

    申请人： Gyeong-sik Ok ,  Jin-tae Kim ,  Kwang-wook Oh ,  Sang-hyo Kim

    发明人： Gyeong-sik Ok ,  Jin-tae Kim ,  Kwang-wook Oh ,  Sang-hyo Kim

    IPC分类号： G01N21/64

    CPC分类号： G01N21/645 ,  G01J3/51 ,  G01N2021/6421 ,  G01N2021/6471

    摘要： Provided are an optical detection apparatus which can measure multi-channel samples at high speed and various wavelengths using an optical detector and a multi-channel sample analyzer employing the same. The optical detection apparatus includes an optical detector; a filter wheel having at least two color filters connected to each other in the shape of a disk; a plurality of optical channels through which a plurality of beams of light enter the filter wheel; and a mirror unit including a plurality of mirrors for sequentially reflecting the plurality of beams of light transmitted through the filter wheel to the optical detector, wherein the mirror unit rotates together with the filter wheel.

    摘要翻译： 提供了一种光学检测装置，其可以使用光学检测器和使用该多通道样本的多通道样本分析仪来测量高速和各种波长的多通道样本。 光检测装置包括光检测器; 具有至少两个滤色器轮的滤光轮，所述至少两个滤色器以盘的形状彼此连接; 多个光通道，多个光束通过该光通道进入滤光轮; 以及镜单元，其包括多个反射镜，用于将透过滤光轮的多个光束顺序地反射到光学检测器，其中反射镜单元与滤光轮一起旋转。

    Optical detection apparatus for multi-channel multi-color measurement and multi-channel sample analyzer employing the same
    4.
    发明授权
    Optical detection apparatus for multi-channel multi-color measurement and multi-channel sample analyzer employing the same 有权
    用于多通道多色测量的光学检测装置和采用其的多通道样本分析仪

    公开(公告)号：US07274455B2

    公开(公告)日：2007-09-25

    申请号：US11221055

    申请日：2005-09-07

    申请人： Gyeong-sik Ok ,  Jin-tae Kim ,  Kwang-wook Oh ,  Sang-hyo Kim

    发明人： Gyeong-sik Ok ,  Jin-tae Kim ,  Kwang-wook Oh ,  Sang-hyo Kim

    IPC分类号： G01N21/25 ,  G01J3/51

    CPC分类号： G01N21/645 ,  G01J3/51 ,  G01N2021/6421 ,  G01N2021/6471

    摘要： Provided are an optical detection apparatus which can measure multi-channel samples at high speed and various wavelengths using an optical detector and a multi-channel sample analyzer employing the same. The optical detection apparatus includes an optical detector; a filter wheel having at least two color filters connected to each other in the shape of a disk; a plurality of optical channels through which a plurality of beams of light enter the filter wheel; and a mirror unit including a plurality of mirrors for sequentially reflecting the plurality of beams of light transmitted through the filter wheel to the optical detector, wherein the mirror unit rotates together with the filter wheel.

    摘要翻译： 提供了一种光学检测装置，其可以使用光学检测器和使用该多通道样本的多通道样本分析仪来测量高速和各种波长的多通道样本。 光检测装置包括光检测器; 具有至少两个滤色器轮的滤光轮，所述至少两个滤色器以盘的形状彼此连接; 多个光通道，多个光束通过该光通道进入滤光轮; 以及反射镜单元，其包括多个反射镜，用于将透过滤光轮的多个光束顺序地反射到光学检测器，其中反射镜单元与滤光轮一起旋转。

    Girder bridge protection device usin sacrifice means
    7.
    发明申请
    Girder bridge protection device usin sacrifice means 失效
    大梁保护装置用于牺牲手段

    公开(公告)号：US20070000078A1

    公开(公告)日：2007-01-04

    申请号：US10543147

    申请日：2005-07-01

    申请人： Sang-hyo Kim

    发明人： Sang-hyo Kim

    IPC分类号： E01D1/00

    CPC分类号： E01D19/04 ,  E01D19/00 ,  E04H9/021

    摘要： An girder bridge protection device comprises sacrifice means including girders which are installed on an upper surface of a bridge seat of an abutment or pier to support a bridge floor, a symmetrical main support member which connects two girders and has a pipe-shaped configuration, and an auxiliary support member which projects from one surface of a center portion of the main support member in a direction perpendicular to an axial direction of the main support member; and restraining means secured to the bridge seat of the abutment or pier and including an accommodating section which accommodates the auxiliary support member such that the auxiliary support member is separated from the accommodating section in a forward and rearward direction and in a leftward and rightward direction, thereby controlling the behavior of the auxiliary support member.

    摘要翻译： 一种大梁保护装置，包括：牺牲装置，包括安装在桥台或桥墩的桥座的上表面上以支撑桥台的桁架，连接两桁梁并具有管状构造的对称主支撑构件，以及 辅助支撑构件，其沿与主支撑构件的轴向垂直的方向从主支撑构件的中心部分的一个表面突出; 以及限制装置，其固定到所述基台或桥墩的桥座上，并且包括容纳部分，所述容纳部分容纳所述辅助支撑构件，使得所述辅助支撑构件在所述容纳部分沿前后方向和左右方向分离， 从而控制辅助支撑构件的动作。

    Girder bridge protection device using sacrifice member
    8.
    发明授权
    Girder bridge protection device using sacrifice member 失效
    大梁保护装置采用牺牲件

    公开(公告)号：US07367075B2

    公开(公告)日：2008-05-06

    申请号：US10543147

    申请日：2005-07-01

    申请人： Sang-hyo Kim

    发明人： Sang-hyo Kim

    IPC分类号： E04B1/98

    CPC分类号： E01D19/04 ,  E01D19/00 ,  E04H9/021

    摘要： A girder bridge protection device. The girder protection device includes a sacrifice member having girders installed on an upper surface of a bridge seat of an abutment or pier to support a bridge floor, a symmetrical main support member connecting two of the girders and having an elongated tubular configuration, and an auxiliary support member projecting from one surface of a center portion of the main support member in a direction perpendicular to an axial direction of the main support member; and a restraining member secured to the bridge seat of the abutment or pier and having an accommodating section accommodating the auxiliary support member such that the auxiliary support member is separated from the accommodating section in a forward and rearward direction and in a leftward and rightward direction, thereby controlling the behavior of the auxiliary support member.

    摘要翻译： 大梁保护装置。 梁保护装置包括：牺牲构件，其具有安装在桥台或桥墩的桥座的上表面上以支撑桥底板的梁，连接两个桁梁并具有细长管状构造的对称主支撑构件，以及辅助 支撑构件沿与主支撑构件的轴向垂直的方向从主支撑构件的中心部分的一个表面突出; 以及限制构件，其固定到所述基台或桥墩的桥座上，并且具有容纳所述辅助支撑构件的容纳部分，使得所述辅助支撑构件在所述容纳部分沿前后方向和左右方向分离， 从而控制辅助支撑构件的动作。

    Method of constructing partially earth-anchored cable-stayed bridge using thermal prestressing technique
    9.
    发明授权
    Method of constructing partially earth-anchored cable-stayed bridge using thermal prestressing technique 失效
    采用热预应力技术构造部分地锚锚索斜拉桥的方法

    公开(公告)号：US07240389B2

    公开(公告)日：2007-07-10

    申请号：US11372124

    申请日：2006-03-10

    申请人： Sang-hyo Kim

    发明人： Sang-hyo Kim

    IPC分类号： E01D21/00

    CPC分类号： E01D21/00

    摘要： Disclosed is a method of constructing partially earth-anchored cable-stayed bridges using a thermal prestressing technique, in which, when a steel girder-type partially earth-anchored cable-stayed bridge is built using a cantilever construction technique, the center of an intermediate span of the bridge is closed with a final key segment using a thermal prestressing technique, thus applying an initial axial tensile force to reinforcing girders of the bridge. To apply the initial axial tensile force to the reinforcing girders while the center of the intermediate span is closed with the final key segment, an appropriate space length required for closure of the final key segment is determined, and both the heating region and the heating temperature of the reinforcing girders according to the initial axial tensile force to be applied to the reinforcing girders during a process of manufacturing the final key segment are determined. Thereafter, the reinforcing girders are heated using a heating means according to the above-determined conditions, thus being thermally lengthened to predetermined lengths corresponding to the predetermined space length. The junction between the reinforcing girders at the center of the intermediate span is closed with the final key segment and, thereafter, the heating means is removed from the reinforcing girders.

    摘要翻译： 公开了一种使用热预应力技术构造部分地锚锚索的斜拉桥的方法，其中当使用悬臂施工技术建造钢梁型部分地锚锚索斜拉桥时，中间 使用热预应力技术，用最终的钥匙段封闭桥的跨距，从而对桥梁的加强梁施加初始的轴向张力。 为了在中间跨度的中心与最终的钥匙段关闭的同时将初始轴向张力施加到加强梁，确定关闭最终钥匙段所需的适当的空间长度，并且确定加热区域和加热温度 确定在制造最终钥匙段的过程中根据施加到加强梁的初始轴向张力的加强梁。 此后，使用加热装置根据上述条件加热加强梁，因此被加热至对应于预定间隔长度的预定长度。 中间跨距中心处的加强梁之间的连接处用最终的钥匙段封闭，此后，加热装置从加强梁上取下。

    Method of constructing partially earth-anchored cable-stayed bridge using thermal prestressing technique
    10.
    发明申请
    Method of constructing partially earth-anchored cable-stayed bridge using thermal prestressing technique 失效
    采用热预应力技术构造部分地锚锚索斜拉桥的方法

    公开(公告)号：US20060200920A1

    公开(公告)日：2006-09-14

    申请号：US11372124

    申请日：2006-03-10

    申请人： Sang-hyo Kim

    发明人： Sang-hyo Kim

    IPC分类号： E01D21/00

    CPC分类号： E01D21/00

    摘要： Disclosed is a method of constructing partially earth-anchored cable-stayed bridges using a thermal prestressing technique, in which, when a steel girder-type partially earth-anchored cable-stayed bridge is built using a cantilever construction technique, the center of an intermediate span of the bridge is closed with a final key segment using a thermal prestressing technique, thus applying an initial axial tensile force to reinforcing girders of the bridge. To apply the initial axial tensile force to the reinforcing girders while the center of the intermediate span is closed with the final key segment, an appropriate space length required for closure of the final key segment is determined, and both the heating region and the heating temperature of the reinforcing girders according to the initial axial tensile force to be applied to the reinforcing girders during a process of manufacturing the final key segment are determined. Thereafter, the reinforcing girders are heated using a heating means according to the above-determined conditions, thus being thermally lengthened to predetermined lengths corresponding to the predetermined space length. The junction between the reinforcing girders at the center of the intermediate span is closed with the final key segment and, thereafter, the heating means is removed from the reinforcing girders.

    摘要翻译： 公开了一种使用热预应力技术构造部分地锚锚索的斜拉桥的方法，其中当使用悬臂施工技术建造钢梁型部分地锚锚索斜拉桥时，中间 使用热预应力技术，用最终的钥匙段封闭桥的跨距，从而对桥梁的加强梁施加初始的轴向张力。 为了在中间跨度的中心与最终的钥匙段关闭的同时将初始轴向张力施加到加强梁上，确定关闭最终钥匙段所需的适当的空间长度，并且确定加热区域和加热温度 确定在制造最终钥匙段的过程中根据施加到加强梁的初始轴向张力的加强梁。 此后，使用加热装置根据上述条件加热加强梁，因此被加热至对应于预定间隔长度的预定长度。 中间跨距中心处的加强梁之间的连接处用最终的钥匙段封闭，此后，加热装置从加强梁上取下。