专利快速检索-快速检索全球专利，免费商用专利数据库-IPRDB

1. 发明专利

JP2014224421A シールドトンネルの補強構造及び補強方法有权
标题翻译：用于加固盾构隧道的结构和方法
公开(公告)号：JP2014224421A
公开(公告)日：2014-12-04
申请号：JP2013104781
申请日：2013-05-17
申请人：日本電信電話株式会社 , Nippon Telegr & Teleph Corp , 学校法人早稲田大学 , Waseda Univ
发明人： SUDO SADAICHI , HATA SHIGETOSHI , MATSUMIYA NAOKI , KOIZUMI ATSUSHI
IPC分类号： E21D11/00
摘要：【課題】トンネル断面における内空面積の減少を抑制可能なシールドトンネルの補強構造及び補強方法を提供する。【解決手段】シールドトンネルの補強構造は、シールドトンネルの断面視で一定長さの弦による切片を充填するようにシールドトンネルの軸方向に延設され、シールドトンネルの内面の一部を略平面にする1つ以上の平面座面部1と、複数の固定部材2により平面座面部1のうち少なくとも1つに当接して固定される1つ以上の平板補強部材6と、を備える。【選択図】図1
摘要翻译：要解决的问题：提供一种用于加强盾构通道的结构和方法，其可以抑制隧道横截面的内部空间区域的减小。解决方案：用于加强盾构通道的结构包括：一个或多个平面轴承表面部分1以屏蔽通道的横截面视图中的方式填充由具有恒定长度的弦形成的部分的方式在屏蔽通道的轴向方向上延伸，并且形成内表面的一部分的盾构隧道几乎平坦; 以及一个或多个平板加强件6，其通过由多个固定件2邻接在至少一个平面支承表面部分1上而固定。

2. 发明专利

JP2014037738A Load experimental device for test piece of shield tunnel 审中-公开
标题翻译：屏蔽隧道试验装载实验装置
公开(公告)号：JP2014037738A
公开(公告)日：2014-02-27
申请号：JP2012181363
申请日：2012-08-20
申请人： Nippon Telegr & Teleph Corp , 日本電信電話株式会社 , Waseda Univ , 学校法人早稲田大学
发明人： SUDO SADAICHI , MATSUMIYA NAOKI , HATA SHIGETOSHI , KOIZUMI ATSUSHI
IPC分类号： E21D9/14
摘要： PROBLEM TO BE SOLVED: To load a test piece of a shield tunnel uniformly with a load.SOLUTION: An inventive load experimental device for a test piece 4 of a shield tunnel includes: a pressure device 5 for applying a load to the test piece 4; and a uniform distribution loading plate 1 installed between the pressure device 5 and the test piece 4 and having a contact face with the test piece 4 which has a shape corresponding to the arc of a side face of the test piece 4.
摘要翻译：要解决的问题：用负载均匀地加载屏蔽隧道的测试件。解决方案：用于屏蔽隧道的测试件4的创造性负载实验装置包括：用于向测试件4施加负载的压力装置5 ; 以及安装在压力装置5和试验片4之间并且具有与试验片4的接触面的均匀分布载置板1，其具有与试验片4的侧面的弧形对应的形状。

3. 发明专利

JP2012198133A Concrete column striking device 有权
标题翻译：混凝土柱弯曲装置
公开(公告)号：JP2012198133A
公开(公告)日：2012-10-18
申请号：JP2011062998
申请日：2011-03-22
申请人： Nippon Telegr & Teleph Corp , 日本電信電話株式会社
发明人： HATA SHIGETOSHI , NARIMATSU YUKI
IPC分类号： G01N29/12
摘要： PROBLEM TO BE SOLVED: To provide a concrete column striking device capable of reducing fatigue of a person who strikes and obtaining accurate vibration data.SOLUTION: A device main body 1 is held against a concrete column in a state that a tip of a probe 5 contacts a surface of a concrete column 14. When the probe 5 is moved inside a housing, a gear 11 engaged with a rack gear on the probe 5 converts a length that the probe 5 moves inside the housing into a number of rotation. A cam type gear 12, which rotates in tandem with the gear 11 and is engaged with the rack gear on an extendable guide 9, converts the number of the rotation into the length that the extendable guide 9 moves in a direction to compress a spring 7. Because the cam type gear 12 has a cam shape, compression of the spring 7, which is released when the cam type gear 12 rotates to a prescribed position, enables a hammer 6 to strike the surface of the concrete column 14.
摘要翻译：要解决的问题：提供一种能够减少撞击并获得精确振动数据的人的疲劳的混凝土柱冲击装置。解决方案：设备主体1在探针5的尖端接触混凝土柱14的表面的状态下固定在混凝土柱上。当探针5在壳体内移动时，齿轮11与探头5上的齿条将探头5在壳体内移动的长度转换成多个旋转。凸轮式齿轮12与齿轮11并列旋转并与可伸缩引导件9上的齿条啮合，将转动次数转换成可伸缩引导件9在一个压缩弹簧7的方向上移动的长度由于凸轮型齿轮12具有凸轮形状，当凸轮型齿轮12旋转到规定位置时释放的弹簧7的压缩使得锤6能够撞击混凝土柱14的表面。版权所有（C）2013，JPO＆INPIT

4. 发明专利

JP2011257261A Method and device for detecting damage of columnar structure, and program 有权
标题翻译：用于检测柱结构损伤的方法和装置，以及程序
公开(公告)号：JP2011257261A
公开(公告)日：2011-12-22
申请号：JP2010131755
申请日：2010-06-09
申请人： Kozo Keikaku Engineering Inc , Nippon Telegr & Teleph Corp , 日本電信電話株式会社 , 株式会社構造計画研究所
发明人： NARIMATSU YUKI , IIDA TOSHIAKI , HATA SHIGETOSHI , KIKUCHI MASATO , MATSUMIYA NAOKI , YABE AKITO , YAMAMOTO KAZUMI
IPC分类号： G01N29/12 , G01M7/08 , G01M99/00 , G01N3/00 , G01N3/31
摘要： PROBLEM TO BE SOLVED: To provide a method for detecting damage of a columnar structure, which is capable of detecting the presence of damage, the degree of damage, and a damage direction of the columnar structure in a short time and at a low cost, without depending on variations in the columnar structure.SOLUTION: A vibration generator set between a bottom end and a tip end of a concrete column 1 generates vibrations for swinging the entire concrete column, in multiple horizontal directions. The vibrations for swinging the entire concrete column are received by a receiving sensor 3 installed between the bottom end and the tip end. A damage detection device 10 replaces time-series waveforms in respective circumferential directions, which are received by the receiving sensor 3, by a frequency distribution, extracts a time domain in which vibrations in an excitation direction are dominant, from the replaced frequency distribution, and calculates differences between dominant frequencies in the time domain in which the vibrations in the excitation direction are dominant, for respective circumferential directions. The damage detection device 10 displays a graph of the calculated differences of the dominant frequencies in respective circumferential directions and analyzes the differences of the dominant frequencies for respective circumferential directions to determine the presence of damage, the degree of damage, and a damage direction.
摘要翻译：要解决的问题：提供一种用于检测柱状结构的损伤的方法，其能够在短时间内和在短时间内检测柱状结构的损伤，损伤程度和损伤方向的存在低成本，不依赖于柱状结构的变化。解决方案：在混凝土柱1的底端和顶端之间设置的振动发生器产生在多个水平方向上摆动整个混凝土柱的振动。用于摆动整个混凝土柱的振动由安装在底端和末端之间的接收传感器3接收。损伤检测装置10通过频率分布来代替由接收传感器3接收的各周向的时间序列波形，从取代的频率分布中提取激励方向的振动占主导地位的时域，对于各个圆周方向，计算在激励方向上的振动占优势的时域中的主要频率之间的差别。损伤检测装置10显示计算出的各个周向上的主频的差分的曲线图，并且分析各周向的主频的差异，以确定损伤的存在，损伤的程度和损伤方向。版权所有（C）2012，JPO＆INPIT

5. 发明专利

JP2013066989A Hammering device for concrete columnar structure 审中-公开
标题翻译：混凝土柱结构的破坏装置
公开(公告)号：JP2013066989A
公开(公告)日：2013-04-18
申请号：JP2011209162
申请日：2011-09-26
申请人： Nippon Telegr & Teleph Corp , 日本電信電話株式会社
发明人： HATA SHIGETOSHI , NARIMATSU YUKI
IPC分类号： B25D1/02 , B25D1/00
摘要： PROBLEM TO BE SOLVED: To provide a hammering device for concrete columnar structures, which can allow the fatigue of a hammering person to be lessened and can provide vibration data with higher precision.SOLUTION: A hammering device for concrete columnar structures includes: a bar-shaped hammer 10; and a cylindrical hammering guide 11 in which the hammer 10 is housed to be reciprocated along the hammering direction. The hammering guide 11 is moved to the direction opposite to the hammering direction of the hammer 10, so that biasing force is accumulated in a spring 12 abutted on the hammering guide 11. When a clamp is removed from a spring connection part 18 by pushing down a hammering switch, the hammer 10 is pushed out of the hammering guide 11 by the biasing force of the spring 12 to hammer the surface of the concrete columnar structure.
摘要翻译：要解决的问题：提供一种用于混凝土柱状结构的锤击装置，其可以减轻锤击人员的疲劳并且可以以更高的精度提供振动数据。解决方案：用于混凝土柱状结构的锤击装置包括：条形锤10; 以及圆筒形的锤击导向件11，其中容纳锤10以沿锤击方向往复运动。锤击引导件11移动到与锤子10的锤击方向相反的方向，使得偏压力积聚在抵靠在锤击引导件11上的弹簧12中。当夹子从弹簧连接部件18被向下推动一个锤击开关，锤子10被弹簧12的偏置力推出锤击引导件11，以锤击混凝土柱状结构的表面。版权所有（C）2013，JPO＆INPIT

6. 发明专利

JP2014119408A Striking device and striking method 有权
标题翻译：打击装置和打击方法
公开(公告)号：JP2014119408A
公开(公告)日：2014-06-30
申请号：JP2012276448
申请日：2012-12-19
申请人： Nippon Telegr & Teleph Corp , 日本電信電話株式会社 , Airec Engineering Corp , アイレック技建株式会社
发明人： NARIMATSU YUKI , HATA SHIGETOSHI , SHIMOKAWA NAOKI , TOGASHI YUICHI
IPC分类号： G01N29/12 , G01N29/26
摘要： PROBLEM TO BE SOLVED: To provide a striking device and striking method that can acquire accurate vibration data and can reduce operator's burden.SOLUTION: A striking device 1 includes a striking device section 2 and a circumferential movement setting section 3. The circumferential movement setting section 3 is connected to the striking device section 2, and the striking device section 2 is movably installed in the circumferential direction of a columnar structure. The striking device section includes: a striking section head 234; a solenoid 231 connected to the striking section head 234; and a control section 22 for performing control so that the solenoid 231 is driven with a predetermined voltage to press the striking section head 234 to strike the columnar structure.
摘要翻译：要解决的问题：提供一种能够获得精确的振动数据并且可以降低操作人员负担的打击装置和打击方法。解决方案：打击装置1包括打击装置部分2和周向移动设定部分3。 3连接到打击装置部分2，并且打击装置部分2可移动地安装在柱状结构的圆周方向上。打击装置部分包括：打击部分头部234; 连接到打击部分头部234的螺线管231; 以及用于执行控制以使得螺线管231以预定电压被驱动以按压击打部分头部234以撞击柱状结构的控制部分22。

7. 发明专利

JP2011242332A Ultrasonic nondestructive measurement method, ultrasonic nondestructive measurement instrument, and program 有权
标题翻译：超声波非结合测量方法，超声波非结合测量仪器和程序
公开(公告)号：JP2011242332A
公开(公告)日：2011-12-01
申请号：JP2010116484
申请日：2010-05-20
申请人： H&B System Co Ltd , Nippon Telegr & Teleph Corp , 日本電信電話株式会社 , 株式会社エッチアンドビーシステム
发明人： HATA SHIGETOSHI , SASAZAWA SHINYA , NAGASHIMA YUJI , MORI MASAKI , HIROSE MASAYUKI
IPC分类号： G01N29/00 , G01N29/04
摘要： PROBLEM TO BE SOLVED: To provide an ultrasonic nondestructive measurement instrument, an ultrasonic nondestructive measurement method, and a program which measure an ultrasonic propagation velocity of a concrete structure by a transmission probe and a reception probe disposed at a prescribed interval on a surface of the concrete structure.SOLUTION: The ultrasonic nondestructive measurement instrument includes: an ultrasonic wave generation means (64) which controls the generation of ultrasonic waves from the transmission probe; a reception signal processing means (65) which controls the acquisition of a reception signal reflected by a bottom of the concrete structure as a reception signal waveform starting at the time when the ultrasonic waves are generated; and a control part (62) which determines whether the reception signal waveform has noise superposed thereon or not, determines a reflected wave arrival time which is calculated from a single frequency and an intermediate point of the reception signal waveform determined to have no noise superposed thereon, as a legitimate reflected wave arrival time in the concrete structure, and determines an ultrasonic propagation velocity on the basis of the calculated reflected wave arrival times corresponding to different probe intervals respectively.
摘要翻译：解决的问题：提供一种超声波无损检测仪器，超声波无损检测方法以及通过以规定间隔配置的传输探头和接收探头来测量混凝土结构的超声波传播速度的程序混凝土结构表面。超声波非破坏性测量仪器包括：超声波发生装置（64），其控制来自透射探测器的超声波的产生; 接收信号处理装置（65），其控制由所述混凝土结构的底部反射的接收信号的获取作为从产生所述超声波时开始的接收信号波形; 以及判定接收信号波形是否具有叠加在其上的噪声的控制部分（62），确定从确定为没有叠加噪声的接收信号波形的单个频率和中间点计算的反射波到达时间作为具体结构中的合法反射波到达时间，并且基于分别对应于不同探针间隔的计算出的反射波到达时间来确定超声波传播速度。版权所有（C）2012，JPO＆INPIT

8. 发明专利

JP2014119406A Abnormality detection system and abnormality detection method of columnar structure 有权
标题翻译：异常检测系统和异常结构异常检测方法
公开(公告)号：JP2014119406A
公开(公告)日：2014-06-30
申请号：JP2012276413
申请日：2012-12-19
申请人： Nippon Telegr & Teleph Corp , 日本電信電話株式会社 , Airec Engineering Corp , アイレック技建株式会社 , Kozo Keikaku Engineering Inc , 株式会社構造計画研究所
发明人： NARIMATSU YUKI , HATA SHIGETOSHI , SHIMOKAWA NAOKI , YABE AKITO , YAGI YASUHITO
IPC分类号： G01H17/00
摘要： PROBLEM TO BE SOLVED: To provide an abnormality detection system and an abnormality detection method of a columnar structure capable of detecting damaging of a columnar structure where a design load is large, many articles are strung hardly shaking, a column length and a design load vary, and a ground boundary is difficult to be detected.SOLUTION: An abnormality management system subjects an acceleration waveform of each striking angle obtained by striking a columnar structure in a circumferential direction from many directions to Fourier transformation, extracts an analysis band and two analysis time zones shifted by a predetermined time corresponding to a plurality of unique vibration modes from the bottom vibration frequency extracted by converting an obtained Fourier spectrum into a logarithmic display, extracts the dominant vibration frequency for each unique vibration mode from a waveform obtained by taking a difference between two waveforms obtained by time-integrating for each of two analysis time zones a scalogram obtained by executing wavelet transformation in the extracted analysis band, and determines abnormality when there is a difference of a predetermined value or higher between dominant vibration frequencies of the unique vibration modes of the respective extracted striking angles.
摘要翻译：要解决的问题：为了提供能够检测设计负荷大的柱状结构的损坏的柱状结构的异常检测系统和异常检测方法，许多物品几乎不摇晃，柱长度和设计负荷变化，并且难以检测地面边界。解决方案：异常管理系统通过从多个方向将圆柱形结构撞击到多个方向获得的每个撞击角的加速度波形进行傅里叶变换，提取分析带和两个分析时间从通过将获得的傅立叶频谱转换成对数显示而提取的底部振动频率对应于多个独特振动模式的预定时间的区域，从通过取得第二振幅获得的波形中提取每个唯一振动模式的主振动频率通过时间积分获得两个波形在两个分析时区中，通过在提取的分析频带中执行小波变换获得的缩放图，并且当各个提取的冲击角的唯一振动模式的主要振动频率的主要振动频率之间存在预定值以上的差异时，确定异常。

9. 发明专利

JP2013145122A Abnormality detection system and abnormality detection method for columnar structure 有权
标题翻译：异常结构异常检测系统和异常检测方法
公开(公告)号：JP2013145122A
公开(公告)日：2013-07-25
申请号：JP2012004775
申请日：2012-01-13
申请人： Nippon Telegr & Teleph Corp , 日本電信電話株式会社 , Airec Engineering Corp , アイレック技建株式会社 , Kozo Keikaku Engineering Inc , 株式会社構造計画研究所
发明人： NARIMATSU YUKI , HATA SHIGETOSHI , KIKUCHI MASATO , SHINOZAKI SATOSHI , SHIMOKAWA NAOKI , YAMAMOTO KAZUMI , YABE AKIHITO
IPC分类号： G01M99/00
摘要： PROBLEM TO BE SOLVED: To provide an abnormality detection system for a columnar structure capable of detecting damage of the columnar structure by using an elastic wave vibration mode even in the case where the columnar structure has a projecting metallic material or the like installed thereon.SOLUTION: When vibrations for swinging a concrete column 42 are made to generate to a circumferential surface from many directions, Lissajous is drawn in each direction on the basis of acceleration in a striking direction and acceleration in a striking perpendicular direction, occurrence of a torsional vibration is determined when a ratio between the maximum accelerations in the striking direction and in the striking perpendicular direction is equal to or greater than a prescribed value, and it is determined that a concrete column 42 has an abnormality caused by a cross section defect, in which accumulation kinetic energy in the striking perpendicular direction is within a prescribed value from just after striking till after a fixed time in each direction of the concrete column 42 determined to have the occurrence of the torsional vibration.
摘要翻译：要解决的问题：即使在柱状结构具有突出的金属材料等的情况下，也可以通过使用弹性波振动模式来提供能够检测柱状结构的损坏的柱状结构的异常检测系统。：当使混凝土柱42摆动的振动从许多方向向圆周表面产生时，基于撞击方向的加速度和冲击垂直方向的加速度，扭转振动的发生是在每个方向上拉伸当撞击方向和冲击垂直方向上的最大加速度之间的比率等于或大于规定值时确定，并且确定混凝土柱42具有由横截面缺陷引起的异常，其中累积冲击垂直方向的动能在j的规定值内在混凝土柱42的每个方向上的固定时间被确定为具有扭转振动的发生之后。

10. 发明专利

JP2012225760A Excitation position measurement jig 有权
标题翻译：激活位置测量
公开(公告)号：JP2012225760A
公开(公告)日：2012-11-15
申请号：JP2011093379
申请日：2011-04-19
申请人： Nippon Telegr & Teleph Corp , 日本電信電話株式会社
发明人： HATA SHIGETOSHI , NARIMATSU YUKI
IPC分类号： G01N29/12 , G01N29/22
摘要： PROBLEM TO BE SOLVED: To provide an excitation position measurement jig for measuring the position of horizontal and multidirectional excitation in a short time with respect to a columnar structure having an arbitrary diameter.SOLUTION: An excitation position measurement jig has an extendable bellows-like structure constituted by multiple arms 6 which are mutually connected and have the same length, in which hinge mechanisms 8 to be actuated to fully close the opening of the arms 6 by arranging coil springs in order to apply contraction force on the bellows-like structure and hinge mechanisms 8 having rotation rollers 10 are alternately arranged at the connection parts of the respective arms 6, and arm connection part 7 is arranged in the arms 6 on the both ends of the bellows-like structure. When measurement is performed, the both ends of the bellows-like structure are connected by the arm connection part 7 by winding the bellows-like structure around a concrete pole 1. Thus, the jig is fixed to the concrete pole 1 in a form where the rollers 10 are brought into contact with the side surface circumference of the concrete pole 1.
摘要翻译：要解决的问题：提供一种用于相对于具有任意直径的柱状结构在短时间内测量水平和多方向激励的位置的激励位置测量夹具。解决方案：激励位置测量夹具具有由多个臂6构成的可伸展的波纹管状结构，该多个臂6相互连接并具有相同的长度，其中铰链机构8被致动以完全关闭臂6的开口，通过为了对波纹管状结构施加收缩力，设置螺旋弹簧，并且具有旋转辊10的铰链机构8交替地布置在各个臂6的连接部分处，臂连接部7布置在两个臂6上波纹管状结构的端部。当进行测量时，波纹管状结构的两端通过将波纹管状结构缠绕在混凝土柱1上而通过臂连接部分7连接。因此，夹具以如下形式固定到混凝土杆1 辊10与混凝土柱1的侧面圆周接触。版权所有（C）2013，JPO＆INPIT

你已经成功收藏专利！

检索式保存成功!

IPRDB

热门服务

关于我们

友情链接

联系方式