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1. 发明专利

JP2010061227A Method and system for predicting damage by suffering of facility 审中-公开
标题翻译：通过设施预防损害的方法和系统
公开(公告)号：JP2010061227A
公开(公告)日：2010-03-18
申请号：JP2008223829
申请日：2008-09-01
申请人： Takenaka Doboku Co Ltd , Takenaka Komuten Co Ltd , 株式会社竹中土木 , 株式会社竹中工務店
发明人： OKUDA KIYOAKI , TAKAGISHI TAKESHI , FUJIYASU YOSHIMASA , YABE SEIICHI , SEYA HITOSHI , MORISHIMA AKIRA , ONUMA SATOSHI , TANAKA YOSHITAKA
IPC分类号： G06Q10/00 , G06Q10/06 , G06Q50/00 , G06Q50/16 , G06Q50/26
CPC分类号： Y02A10/46
摘要： PROBLEM TO BE SOLVED: To predict damage including a leakage situation or a diffusion situation of soil pollutant inside a facility in addition to damage of the facility itself by a suffering. SOLUTION: A system for predicting the damage by the suffering of the facility includes a land information database having land information 7 related to a land wherein the facility is built, and includes a facility information database having facility information 8 including structural information 8a of the facility and holding information 8b of the soil pollutant inside the facility. In the system, a disaster is assumed, a destruction degree H that is a degree at which the facility is destructed by the disaster is calculated based on the facility information 8, a situation that the soil pollutant is leaked to the land from the facility and is diffused by the disaster is calculated based on the land information 7, the facility information 8, and the destruction degree H, and soil pollution by the soil pollutant is predicted. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：除了设备本身遭受痛苦之外，还可以预测设备内部的土壤污染物的泄漏情况或扩散情况等损害。解决方案：用于通过设施的痛苦预测损坏的系统包括具有与其中建立的设施相关的土地信息7的土地信息数据库的土地信息数据库，并且包括设施信息数据库，其具有包括结构信息8a的设施信息8 的设施和设备内的土壤污染物的保存信息8b。在系统中，假定灾害是指设备被灾害破坏程度的破坏程度H是根据设施信息8计算的，土壤污染物从设备泄漏到土地的情况，基于土地信息7，设施信息8，破坏程度H，土地污染物的土壤污染进行预测，计算出灾害扩散。版权所有（C）2010，JPO＆INPIT

2. 发明专利

JPH07189237A SIMPLIFYING METHOD OF LAMINATION 失效
公开(公告)号：JPH07189237A
公开(公告)日：1995-07-28
申请号：JP33364093
申请日：1993-12-27
申请人： TAKENAKA KOMUTEN CO , TAKENAKA DOBOKU
发明人： HIRAI TAKU , SUGIMOTO MICHIO , SHIOMI TADAHIKO , SEYA HITOSHI
IPC分类号： E02D1/00 , G01N33/24
摘要： PURPOSE:To simplify lamination on the basis of lamination in small regions having the large values of the products of occupancy factors by dividing a specified region at each of a plurality of small regions on the basis of the distribution of each layer in the specified region, in which a plurality of layers are overlapped, and obtaining the products of the occupancy factors of each belonging zone. CONSTITUTION:A keyboard 24 is operated, and data such as positions of each bored spot, the kinds of beds, bed thickness, etc., are input, and stored in an external storage device 32. The lamination of the bored spots is estimated, and bed models are prepared and displayed on a display 28. The inside of a to be investigated is divided into a plurality of zones by specified equal thickness lines. The occupancy factors of each divided are arithmetically operated, and stored. The zone to be investigated is divided into a plurality of the small ranges. A histogram is prepared on the basis of arithmetic results at every small range. The small ranges to be processed are extracted on the basis of the histogram, and the lamination of the ranges to be investigated is simplified on the basis of the lamination of the extracted small zone. The products of the occupancy factors of zone to which each bed belongs, in the fixed small ranges are arithmetically operated to each small range.

3. 发明专利

JP2003147970A ASEISMATIC PERFORMANCE EVALUATION METHOD FOR BUILDING, AND MODIFICATION COST EVALUATION METHOD BASED ON ASEISMATIC PERFORMANCE EVALUATION VALUES BY THE METHOD 审中-公开
公开(公告)号：JP2003147970A
公开(公告)日：2003-05-21
申请号：JP2001345708
申请日：2001-11-12
申请人： TAKENAKA KOMUTEN CO
发明人： SEYA HITOSHI , SATO YOSHIYUKI , TSUNEKAWA YASUSHI , FUJIMURA MASARU , KASHIMURA TOSHIYA , SAWADA HIROSHI , ODAJIMA ATSUSHI , NAKANE KAZUTOMI , HISAIE HIDEO
IPC分类号： E04G23/00 , G01M99/00 , G06F17/50 , G06Q50/00 , G06Q50/08
摘要： PROBLEM TO BE SOLVED: To provide an aseismatic performance evaluation method for building capable of easily and rapidly calculating an aseismatic performance quantitatively by a computer with Is values and PML values, immediately coping with the needs of users, and contributing to a cost reduction, and a modification cost evaluation method based on the aseismatic performance evaluation values by the method. SOLUTION: Building environment data comprising information on the structure of an evaluated building, information on map, and information on ground is inputted into the computer. The computer refers to the basic data of a database based on the building environment data, calculates the current aseismatic performance evaluation values (Is values and PML values) of the evaluated building, and outputs the current aseismatic performance evaluation values (Is values and PML values) calculated by the computer to an output display means such as a monitor.

4. 发明专利

JP2007093619A Earthquake damage predicting device, earthquake damage prediction method, and earthquake damage prediction program 有权
标题翻译：地震灾害预测装置，地震灾害预测方法以及地震灾害预测方案（EARTHQUAKE DAMAGE PREDICTING PROGRAM
公开(公告)号：JP2007093619A
公开(公告)日：2007-04-12
申请号：JP2006327153
申请日：2006-12-04
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： TSUNEKAWA YASUSHI , FUJIMURA MASARU , SATO YOSHIYUKI , FUJII ATARU , ODAJIMA ATSUSHI , SEYA HITOSHI
IPC分类号： G01M7/02
摘要： PROBLEM TO BE SOLVED: To provide an earthquake damage predicting device, an earthquake damage prediction method, and an earthquake damage prediction program, capable of predicting with high accuracy damaged situation of buildings due to earthquakes.
SOLUTION: A plurality of earthquake waves in a region, where the building which is an object of damage estimation is built, are generated in each of a plurality of magnitudes by changing the phase by using random numbers (step 200), and response analysis by a building model by using the plurality of generated earthquake waves is performed (steps 202, 204). Then, the damage state of each member used in the building is derived (steps 206, 208), and the damage degree to the building caused by the earthquake motion is predicted, based on the damage state (steps 210-218), and the prediction result is outputted (step 220).
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供地震损伤预测装置，地震损伤预测方法和地震损伤预测程序，能够高精度地预测地震造成的建筑物的损坏情况。解决方案：通过使用随机数改变相位，在多个量级中的每一个中产生作为损伤估计对象的建筑物的区域中的多个地震波（步骤200），以及执行通过使用多个产生的地震波的建筑物模型的响应分析（步骤202,204）。然后，导出建筑物中使用的每个构件的损坏状态（步骤206,208），并且基于损坏状态预测由地震运动引起的对建筑物的损坏程度（步骤210-218），并且输出预测结果（步骤220）。版权所有（C）2007，JPO＆INPIT

5. 发明专利

JPH0721148A DEVICE AND METHOD FOR SIMULATING BUILDING COLLAPSE 失效
公开(公告)号：JPH0721148A
公开(公告)日：1995-01-24
申请号：JP14510393
申请日：1993-06-16
申请人： TAKENAKA KOMUTEN CO
发明人： KASUGA YASUHIRO , SEYA HITOSHI , UEDA MASATOSHI
IPC分类号： E04G23/08 , G06F17/00 , G06F19/00 , G06Q50/00 , G06Q50/08
摘要： PURPOSE:To previously and accurately predict the collapse phenomenon of a building. CONSTITUTION:Physical data on pillars and beams as constituent members of the building and data for dividing the constituent members into a finite number of elements are inputted from a keyboard, etc., and an element rigidity equation is found from the input data by using a finite element method. In the process, it is decided whether or not all plastic sections are in the center of the elements after a numeric integral point is positioned in the element center and when it is judged that the all the plastic sections are generated not in the element center, the numeric integral point is moved according to the relation between the plastic hinge formation position (s1) and numeric integral point (r1) by a shifted integration method so that a plastic hinge is formed at the position. An entire rigidity equation is found from element rigidity equations and the behavior of a rigid body is analyzed from the entire rigidity equation to display the collapse phenomenon of the building. Thus, the numeric integral point is moved to a proper position to find the collapse phenomenon of the building, so the collapse phenomenon of the building can previously and accurately predicted.

6. 发明专利

JP2008090534A Earthquake damage decision device, earthquake damage decision method, and earthquake damage decision program 有权
标题翻译：地震灾害决策装置，地震灾害决策方法和地震灾害评估方案
公开(公告)号：JP2008090534A
公开(公告)日：2008-04-17
申请号：JP2006269543
申请日：2006-09-29
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： TAKAHASHI YOSHINORI , YOSHIOKA HIROKAZU , SHIOMI TADAHIKO , SEYA HITOSHI , SUMI AKIRA , NAGASE TADASHI , YANAGISAWA NOBUYUKI
IPC分类号： G08B31/00 , B66B5/00 , B66B5/02 , G01V1/00
摘要： PROBLEM TO BE SOLVED: To provide an earthquake damage decision device, an earthquake damage decision method and earthquake damage decision program for highly precisely deciding the circumstances of an earthquake damage with respect to a building.
SOLUTION: A server device 20 is installed in a building(management object building) as the object of decision of an earthquake damage, and configured to derive a threshold, with which any damage is generated according to an earthquake motion in the building, of predetermined several types of physical quantities to be acquired based on the waveform measured by seismometers 42A and 42B which measure the waveforms of the shake of the building when an earthquake occurs, and to preliminarily store the derived threshold, and to calculate the plurality of types of physical quantities in the building based on the waveform measured by the seismometers 42A and 42B when the earthquake occurs, and to compare the calculated plurality of types of physical quantities with the preliminarily stored corresponding threshold, and to decide whether or not any damage is generated in the building based on the result of comparison, and to report the result of decision.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供地震破坏决策装置，地震破坏决策方法和地震破坏决策程序，以高精度地确定相对于建筑物的地震损害情况。解决方案：服务器设备20安装在建筑物（管理对象建筑物）中作为地震损坏的决定对象，并被配置为导出根据建筑物中的地震运动产生任何损坏的阈值基于测量地震发生时的建筑物的震动波形的地震计42A，42B所测量的波形，预先存储预定的几种物理量，并预先存储导出的阈值，基于地震发生时由地震仪42A，42B测定的波形，建筑物的物理量的种类，将计算出的多种物理量与预先存储的对应阈值进行比较，判断是否存在损伤根据比较结果在建筑物中产生，并报告决定结果。版权所有（C）2008，JPO＆INPIT

7. 发明专利

JP2007218744A Risk evaluation method for earthquake disaster, and program for forming fault model for evaluating risk of earthquake disaster 有权
标题翻译：地震灾害风险评估方法，以及形成地震灾害风险评估模型的程序
公开(公告)号：JP2007218744A
公开(公告)日：2007-08-30
申请号：JP2006039740
申请日：2006-02-16
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： FUJII ATARU , SEYA HITOSHI , SATO YOSHIYUKI
IPC分类号： G01V1/30 , G06F19/00 , G06Q10/00 , G06Q50/00 , G06Q50/10
摘要： PROBLEM TO BE SOLVED: To provide a risk evaluation method capable of prediction for damage of buildings or the like due to an earthquake where fault information is not known fully, or in a region where the source of the earthquake cannot be specified, and to provide a program for forming a fault model for evaluation. SOLUTION: The risk evaluation method is constituted of a step for forming the fault model; a step for forming a statistic green function; a step for obtaining time history of seismic movement on a base plane; a step for analyzing the vibration amplification of a subsurface layer; and a step for calculating the affect on a structure on the surface of the ground. In the step of forming the fault model, in a topographical model representing a certain area common in the characteristics of seismic activity, four groups of reference points are arranged, while mutually keeping a fixed interval, the positions of which are adjustable. A virtual fault surface 6, at least the area the dimensions of which are adjustable is established in the depth of hypocenter region, and a unit source model is arranged at the outer periphery of the virtual fault surface 6 to be at least 2 or more points, respectively. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种能够预测由于没有完全知道故障信息的地震或者在不能指定地震源的区域中的建筑物等的损坏的风险评估方法，并提供形成用于评估的故障模型的程序。风险评估方法由形成故障模型的步骤构成; 形成统计绿色功能的步骤; 在基础平面上获得地震运动时间的步骤; 分析地下层振动放大的步骤; 以及计算对地面表面结构的影响的步骤。在形成故障模型的步骤中，在代表地震活动特征中特定区域的地形模型中，布置了四组参考点，同时保持固定的间隔，其位置可调。虚拟故障表面6，至少其尺寸可调节的区域建立在震源区域的深度中，单元源模型布置在虚拟断层面6的外周处至少2个或更多点，分别。版权所有（C）2007，JPO＆INPIT

8. 发明专利

JP2003288438A Method for displaying quake-resistance performance of building 有权
标题翻译：显示建筑防震性能的方法
公开(公告)号：JP2003288438A
公开(公告)日：2003-10-10
申请号：JP2002091012
申请日：2002-03-28
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： KASHIMURA TOSHIYA , HIGASHIHATA YASUO , KIMURA HIDEKI , SEYA HITOSHI , SATO YOSHIYUKI , FUJIMURA MASARU , ODAJIMA ATSUSHI , NAKANE KAZUTOMI
IPC分类号： G06F19/00 , G06Q10/00 , G06Q10/04 , G06Q50/00 , G06Q50/10 , G06F17/60
摘要： PROBLEM TO BE SOLVED: To provide a method for preparing and displaying a graphic chart by using a computer, which enables a viewer to visually and easily grasp quake- resistance performance of a building. SOLUTION: A computer prompts a user to input geographical information and ground information. The computer calculates the scale of seismic movement and its reproduction period corresponding to a magnitude class set on one axis of the graphic chart and a damage level curve corresponding to an inter- layer deformation angle of respective buildings belonging to a plurality of quake- resistance grades by referring to earthquake hazard information in an earthquake hazard database based on the geographic information and ground information inputted by the user, and prepares the graphic chart data of the graphic chart expressing the correlation between the scale of the seismic movement and the inter-layer deformation angle of the building based on the arithmetic result, and displays the graphic chart data at an output display means. COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供一种通过使用计算机来准备和显示图表的方法，这使得观察者能够视觉上容易地掌握建筑物的抗震性能。
解决方案：计算机提示用户输入地理信息和地面信息。计算机计算地震运动的比例及其对应于在图表的一个轴上设定的幅度等级的再现周期，以及对应于属于多个耐震等级的各个建筑物的层间变形角度的损伤水平曲线通过基于用户输入的地理信息和地面信息参考地震危害数据库中的地震危害信息，并准备表示地震运动规模与层间变形之间相关性的图表图形数据基于算术结果的建筑物的角度，并且在输出显示装置处显示图形图表数据。版权所有（C）2004，JPO

9. 发明专利

JPH10317683A REINFORCING MEMBER AND EXECUTION METHOD THEREOF 失效
公开(公告)号：JPH10317683A
公开(公告)日：1998-12-02
申请号：JP12892197
申请日：1997-05-19
申请人： TAKENAKA KOMUTEN CO
发明人： UCHISAKI IWAO , SEYA HITOSHI , IWASHITA KEIZO , MIYAUCHI YASUMASA
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing member, in which construction cost can be reduced, which is executed easily and in which prestress can be introduced without noises and vibrations. SOLUTION: Movable cylinders 16 are engaged with fixed cylinders 14, in which one ends are supported, in an extensible manner. The movable cylinders 16 are engaged from the opening sides of the fixed cylinders 14, and the movable cylinders 16 can be extended under the state, in which the fixed cylinders 14 are closed. Corner pieces 36 are installed to the movable cylinders 16, the movable cylinders 16 are elongated by concrete pressure when concrete is force-fed into the fixed cylinders 14 from filler holes 50, the corner pieces 36 are abutted at the corner sections of a frame 12, and the fixed cylinders 14 are worked as braces 10, into which prestress is introduced. Since filled concrete is constrained by the cylinders, falling, etc., due to cracking are not generated after curing, and the strength of concrete is also increased.

10. 发明专利

JP2004145696A Device, method and program for predicting earthquake damage 有权
公开(公告)号：JP2004145696A
公开(公告)日：2004-05-20
申请号：JP2002310782
申请日：2002-10-25
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： ONIMARU SADATOMO , SEYA HITOSHI , SUGIMOTO MICHIO , SHIOMI TADAHIKO , TSUNEKAWA YASUSHI , YAMADA TAKESHI
IPC分类号： G06F19/00 , G06Q10/04 , G06Q50/00 , G06Q50/08 , G06F17/60
摘要： PROBLEM TO BE SOLVED: To provide a device, method and program for predicting earthquake damage easily and accurately predicting damage state of a building due to earthquake motion. SOLUTION: An earthquake resisting indicator Is indicating earthquake resisting property of upper structural part of a building as an object of damage prediction and both an earthquake resisting indicator Isg indicating earthquake resisting property of ground on which the building is built and an earthquake resisting indicator Isp indicating earthquake resisting property of base structural part of the building or only the earthquake resisting indicator Isg are provided (Steps 100-118), degree of damage of the building is predicted due to earthquake motion on the basis of the provided earthquake resisting indicators, and the prediction result is output (Steps 120-134). COPYRIGHT: (C)2004,JPO

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