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1. 发明专利

JP2012083813A Collapse simulation program for wooden building 有权
标题翻译：木建筑物的拉伸模拟程序
公开(公告)号：JP2012083813A
公开(公告)日：2012-04-26
申请号：JP2010227157
申请日：2010-10-07
申请人： Building Research Institute , 独立行政法人建築研究所
发明人： NAKAGAWA TAKAFUMI
IPC分类号： G06F19/00 , E04B1/00 , G06Q50/08
摘要： PROBLEM TO BE SOLVED: To provide a collapse simulation program for a wooden building capable of conducting a highly accurate time history response analysis of a wooden building until the same collapses due to an earthquake so that an analysis result corresponds to an actual behavior of the wooden building in the case of the earthquake.SOLUTION: A collapse simulation program for a wooden building which enables a computer to conduct a time history response analysis of the wooden building until the same collapses due to an earthquake has the steps: to calculate, based on information on an analysis model of the wooden building modeled by combining a plurality of nodes and plural kinds of springs as well as a prerequisite for the time response analysis which are stored in an input file, stresses acting on each of the springs with an element stiffness matrix according to the kind of the springs in the analysis model using a distinct element method; and to add the stresses acting on all the springs connected to each of the node.
摘要翻译：要解决的问题：提供一种能够对木建筑物进行高度精确的时间历史响应分析的木建筑物的倒塌模拟程序，直到由于地震而相同的塌陷，使得分析结果对应于实际行为在地震的情况下的木建筑物。解决方案：一种木制建筑物的崩溃模拟程序，使计算机能够进行木建筑物的时间历史响应分析，直到由于地震而相同的塌陷，具有以下步骤：基于分析模型的信息通过组合多个节点和多种弹簧而建模的木制建筑物以及存储在输入文件中的时间响应分析的先决条件，根据该种类的元素刚度矩阵作用在每个弹簧上的应力在分析模型中使用独特元素法; 并且增加作用在连接到每个节点的所有弹簧上的应力。版权所有（C）2012，JPO＆INPIT

2. 发明专利

JP2012008902A Crime prevention diagnostic proposal method 审中-公开
标题翻译：犯罪预防诊断方法
公开(公告)号：JP2012008902A
公开(公告)日：2012-01-12
申请号：JP2010145900
申请日：2010-06-28
申请人： Building Research Institute , Lixil Corp , 株式会社Lixil , 独立行政法人建築研究所
发明人： KATO TOSHIO , OTA NAOHISA , TANAKA ATSUSHI , HINO KIMIHIRO
IPC分类号： G08B25/04 , G06Q50/16
摘要： PROBLEM TO BE SOLVED: To propose an effective and appropriate crime prevention measure with respect to an opening part with a risk of invasion theft in response to a determination result by determining the risk of the invasion theft by each opening part of a target building.SOLUTION: A building total quantitative evaluation is performed by evaluation items on a region environment, a site environment, and a crime prevention equipment environment in the target building, and an opening part individual quantitative evaluation is performed by evaluation items on an opening part environment by each opening part. The scores of the both evaluations are added so as to determine the risk of the invasion theft by each opening part of the target building. Based on the result, a crime prevention building component registration opening member is recommended to the opening part with the risk of the invasion theft. The determination is performed based on the scores by each item where weighting is performed based on crime prevention environment design. In the opening part individual quantitative evaluation, importance is placed on existence of opening part visibility from a near road or an adjacent land and an invasion obstacle on an in-site invasion route.
摘要翻译：要解决的问题：针对确定结果，通过确定目标的每个开放部分的入侵盗窃的风险，提出对具有入侵盗窃风险的开放部分的有效和适当的预防犯罪措施建造。解决方案：通过目标建筑物的区域环境，场地环境，防止犯罪设备环境的评价项目对建筑物进行总体定量评价，开放部位通过开放性评价项目进行个体定量评价部分环境由各开口部分组成。增加两项评估的分数，以确定目标建筑物每个开放部分入侵盗窃的风险。根据结果，建议在开放部分设置防止犯罪建筑部件登记开放成员，存在入侵盗窃的风险。基于基于犯罪预防环境设计进行加权的每个项目的得分进行确定。在开放部分个别定量评价中，重视现场入侵路线上近距离路段或邻近地区的开放部分可见度的存在以及入侵障碍。版权所有（C）2012，JPO＆INPIT

3. 发明专利

JP2010160077A Portable pull-out tester 有权
标题翻译：便携式拉出测试仪
公开(公告)号：JP2010160077A
公开(公告)日：2010-07-22
申请号：JP2009002933
申请日：2009-01-08
申请人： Building Research Institute , 独立行政法人建築研究所
发明人： YAMAGUCHI NAGAYOSHI , FUDA TAKESHI
IPC分类号： G01N19/00
摘要： PROBLEM TO BE SOLVED: To achieve a portable pull-out tester having a simple structure and for being used by a simple operation through the use of a tool such as an existing screwdriver and an electric screwdriver and easily examining the degree of degradation inside wood building materials even in a small underfloor space of a wooden dwelling, in an attic space unsteady to step on, etc. without reductions in measurement accuracy.
SOLUTION: A complex-type wood screw probe 6 of the portable pull-out tester 1 includes: a driving screw part 14; a wood screw part 15; and a shaft part 16. The rotation of a screw head by a screw driver screws the complex-type wood screw probe 6 into a wood building material to be measured 9. The rotation of a pull-out long nut 7 by an electric screwdriver 18 pulls out the screwed-in complex-type wood screw probe 6. By measuring the load of the pull-out long nut 7 acting on a load cell 3 when the pull-out long nut is pulled out, it is possible to measure pull-out resistance and inspect the degree of degradation of the object.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了实现具有简单结构的便携式拉出测试仪，并且通过使用诸如现有的螺丝刀和电动螺丝刀的工具通过简单的操作使用并且容易地检查劣化程度木质建筑材料甚至在木制住宅的小地板空间内，在阁楼空间不稳定地等待，而不降低测量精度。解决方案：便携式拉出测试仪1的复式木螺丝探头6包括：驱动螺丝部分14; 木螺钉部分15; 以及轴部16.通过螺丝刀的螺钉头的旋转将复合型木螺杆探针6螺旋成要测量的木材建筑材料9.通过电动螺丝刀18旋转拉出长螺母7 拉出螺纹复合型木螺钉探头6.通过测量拔出长螺母拉出时作用在称重传感器3上的拉出长螺母7的负载，检测出物体的退化程度。版权所有（C）2010，JPO＆INPIT

4. 发明专利

JP2007278411A Damper device 有权
标题翻译：阻尼器装置
公开(公告)号：JP2007278411A
公开(公告)日：2007-10-25
申请号：JP2006106507
申请日：2006-04-07
申请人： Bando Chem Ind Ltd , Building Research Institute , バンドー化学株式会社 , 独立行政法人建築研究所
发明人： YAMAGUCHI NAGAYOSHI , FURUTA TOMOMOTO , KANAMORI SATOSHI
IPC分类号： F16F15/08 , E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a damper device which improves rigidity and strength of a frame for a building structure and for a wooden structure, facilitates the execution of work, keeps an equivalent damping constant large and an energy absorbing effect high, makes high a degree of freedom of design concerning rigidity, durability, damping amount, deformation capability or the like, and materializes maintenance-free from aspects of a material and function.
SOLUTION: A damper device 1 is equipped with an energy absorption unit structure 1-1 in which an outer cylindrical rigid member 12 is arranged in the outer peripheral side of an inner cylindrical rigid member 13 so as to surround it and the inner and outer rigid members 12, 13 are integrally coupled to each other so as to be relatively deformable by interposing a viscoelastic energy absorber 14 therebetween.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：解决的问题：为了提供一种提高建筑结构框架和木结构的框架的刚性和强度的阻尼装置，便于工作的执行，保持等效的阻尼常数大，能量吸收效果高，在刚性，耐久性，阻尼量，变形能力等方面具有高设计自由度，并且从材料和功能的方面实现免维护。解决方案：阻尼器装置1配备有能量吸收单元结构1-1，其中外圆柱形刚性构件12布置在内圆柱形刚性构件13的外周侧中以围绕其并且内部并且外部刚性构件12,13通过在其间插入粘弹性能量吸收体14而彼此一体地联接成可相对变形。版权所有（C）2008，JPO＆INPIT

5. 发明专利

JP2007247197A Continuous fiber sheet fixing member and structure reinforcing construction method by use thereof 有权
标题翻译：连续纤维板固定件及结构加固施工方法
公开(公告)号：JP2007247197A
公开(公告)日：2007-09-27
申请号：JP2006070018
申请日：2006-03-14
申请人： Ando Corp , Building Research Institute , Constec Engi Co , Kawaguchi Techno Solution Co Ltd , Mitsubishi Kagaku Sanshi Corp , Okumura Corp , 三菱化学産資株式会社 , 安藤建設株式会社 , 川口テクノソリューション株式会社 , 株式会社コンステック , 株式会社奥村組 , 独立行政法人建築研究所
发明人： FUKUYAMA HIROSHI , ASANO YOSHINOBU , NAKAMURA HIROYUKI , SUZUKI HIDEYUKI , TAKAHASHI SHIGEJI , KATO TAKAHISA
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a lightweight continuous fiber sheet fixing member having a compact shape and to provide a structure reinforcing construction method for reinforcing a structure simply and effectively without cutting a continuous fiber sheet.
SOLUTION: This continuous fiber sheet fixing member 10 is a member used in reinforcing construction work for the structure for joining the continuous fiber sheet 20 with a face 101 and fixing its both ends 27 (28) and is provided with a sheet winding and hooking part 30 and a flange part 40. The sheet winding and hooking part 30 has a substantially triangular shape or a substantially elliptical shape having a plane surface on a structure side and has an end part fixing face. Winding and fixation of the end part 27 (28) of the continuous fiber sheet 20 around/on the winding-around part are performed by loading the continuous fiber sheet fixing member 10 on the continuous fiber sheet 20 bonded on the face 101 and then fixing it on an end part fixing face 90. The flange part 40 is provided with a fixing means 50 and through holes 60, 61 or a cut-out part.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种紧凑形状的轻质连续纤维片材固定件，并且提供一种简单有效地加强结构而不切割连续纤维片材的结构加强施工方法。解决方案：该连续纤维片材固定部件10是用于将连续纤维片材20与表面101接合并固定其两端部27（28）的结构的加强结构工作的部件，并且设置有片材卷绕钩部30和凸缘部40.片卷绕钩部30具有在结构侧具有平面且具有端部固定面的大致三角形状或大致椭圆形状。连续纤维片20的端部27（28）绕绕部分的卷绕和固定是通过将连续纤维片材固定件10装在粘合在面101上的连续纤维片20上，然后固定它在端部固定面90上。凸缘部分40设置有固定装置50和通孔60,61或切口部分。版权所有（C）2007，JPO＆INPIT

6. 发明专利

JP2007132132A Reinforcing structure and reinforcing method for concrete structural member 有权
标题翻译：混凝土结构件加固结构和加固方法
公开(公告)号：JP2007132132A
公开(公告)日：2007-05-31
申请号：JP2005327708
申请日：2005-11-11
申请人： Building Research Institute , Horie Kenchiku Kogaku Kenkyusho:Kk , Taiheiyo Cement Corp , 太平洋セメント株式会社 , 株式会社堀江建築工学研究所 , 独立行政法人建築研究所
发明人： FUKUYAMA HIROSHI , OTA TSUTOMU , SHIRAI KAZUYOSHI , KATAGIRI MAKOTO
IPC分类号： E04C5/02 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing structure for a concrete building capable of permitting easy execution of the work in a short period of time, offering good appearance of the building after the work, and also achieving effective reinforcement by using small quantity of members and small amounts of materials, which can be applied also to an existing building such as a multiple dwelling house wherein relatively narrow target surfaces to be reinforced are present intermittently.
SOLUTION: A reinforcing structure 1 comprises a panel 6 made of a hydraulic composition containing fibers which is located between a pair of concrete beams and installed oppositely to the plane of a concrete wall 4 with a certain distance held to the face of the concrete wall 4; a joining portion 7 hardened from a grout material which is located between the concrete wall 4 and the panel 6; anchor members 8 embedded through the concrete wall 4 and the joining portion 7; and anchor members 9 embedded through the panels 6 and the joining portion 7.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供能够在短时间内容易地执行工作的混凝土建筑物的加强结构，在工作之后提供建筑物的良好外观，并且还通过使用小的方式实现有效的加强成员数量少的材料也可以应用于现有建筑物，如多层住宅，其中相对狭窄的待加固目标表面间歇地存在。解决方案：加强结构1包括由含有纤维的水硬性组合物制成的面板6，该纤维位于一对混凝土梁之间并且与混凝土墙4的平面相对地安装，该距离保持一定距离混凝土墙4; 从位于混凝土墙4和面板6之间的灌浆材料硬化的接合部分7; 通过混凝土墙壁4和接合部分7嵌入的锚定构件8; 以及通过面板6和接合部分7嵌入的固定构件9.版权所有（C）2007，JPO＆INPIT

7. 发明专利

JP2007132131A Reinforcing structure and reinforcing method for concrete building 有权
标题翻译：混凝土建筑结构和加固方法
公开(公告)号：JP2007132131A
公开(公告)日：2007-05-31
申请号：JP2005327707
申请日：2005-11-11
申请人： Building Research Institute , Horie Kenchiku Kogaku Kenkyusho:Kk , Taiheiyo Cement Corp , 太平洋セメント株式会社 , 株式会社堀江建築工学研究所 , 独立行政法人建築研究所
发明人： FUKUYAMA HIROSHI , OTA TSUTOMU , SHIRAI KAZUYOSHI , KATAGIRI MAKOTO
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing structure for a concrete building capable of permitting easy execution of the work in a short period of time, offering good appearance of the building after the work, and also achieving effective reinforcement by using small quantity of members and small amounts of materials, which can be applied also to an existing building such as a multiple dwelling house wherein relatively narrow target surfaces to be reinforced exist intermittently.
SOLUTION: A reinforcing structure 1 comprises a concrete column 2; a panel 6 made of a hydraulic composition containing fibers arranged oppositely to a surface region at a predetermined distance including a surface extended in a vertical direction of respective building members of a concrete wall 3 and a concrete beam 4; a joint portion made of grout 7 interposed between said surface region and the panel 6; anchors 8 embedded throughout between said building members 2, 3 and 4 and the joint portion; and anchors 9 embedded throughout the panel 6 and the joint portion.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供能够在短时间内容易地执行工作的混凝土建筑物的加强结构，在工作之后提供建筑物的良好外观，并且还通过使用小的方式实现有效的加强成员数量少，材料量少，可以应用于现有的建筑物，如多层住宅，其中相对狭窄的待加固目标表面间歇性地存在。解决方案：加固结构1包括混凝土柱2; 由水硬性组合物制成的面板6，该水平组合物含有与表面区域相对布置的预定距离布置的纤维，包括在混凝土墙3和混凝土梁4的各个建筑构件的垂直方向上延伸的表面; 由插入在所述表面区域和面板6之间的浆料7制成的接合部分; 嵌入在所述建筑构件2,3和4之间的锚固件8和接合部分; 以及嵌入整个面板6和接头部分中的固定件9。版权所有（C）2007，JPO＆INPIT

8. 发明专利

JP2006137071A Crack width reducing cement member, steel cord sheet, and cement member crack width reducing reinforcement method 审中-公开
标题翻译：裂缝宽度减少水泥部件，钢丝绳和水泥构件裂纹宽度减小加固方法
公开(公告)号：JP2006137071A
公开(公告)日：2006-06-01
申请号：JP2004328180
申请日：2004-11-11
申请人： Building Research Institute , Tokyo Seiko Co Ltd , 東京製綱株式会社 , 独立行政法人建築研究所
发明人： FUKUYAMA HIROSHI , TANAKA TORU
IPC分类号： B28B23/02
摘要： PROBLEM TO BE SOLVED: To make force transmitted from a steel cord strand to a cement member large, to increase the number of cracks by dispersing external force, to reduce the widths of the cracks, and to reduce the widths of the cracks of the cement member.
SOLUTION: A steel cord panel 50a including steel cord strands 5 arranged in parallel along the insides of both end surfaces of a cement wall material 1 is arranged and embedded in the cement wall material 1. A steel cord panel 50b including the steel cord strands 5 arranged in parallel along the insides of the upper and lower end surfaces of the cement wall material 1 is arranged and embedded in the cement wall material 1. Since the steel cord strands 5 are arranged near the surface of the cement wall material 1, the widths of the cracks formed in the surface are reduced.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了使从钢帘线股线传递到水泥部件的力大，通过分散外力来增加裂纹数量，以减小裂纹的宽度并减小裂纹的宽度的水泥构件。解决方案：包括沿着水泥壁材料1的两个端面的内侧平行布置的钢丝绳5的钢帘线面板50a布置并嵌入在水泥壁材料1中。包括钢的钢帘线板50b 沿着水泥壁材1的上端面和下端面的内侧平行布置的绳索5被布置并嵌入在水泥壁材料1中。由于钢丝绳5被布置在水泥壁材料1的表面附近，表面上形成的裂缝的宽度减小。版权所有（C）2006，JPO＆NCIPI

9. 发明专利

JP2006052552A Woody member joint structure 审中-公开
标题翻译：木制会员联合结构
公开(公告)号：JP2006052552A
公开(公告)日：2006-02-23
申请号：JP2004233764
申请日：2004-08-10
申请人： Building Research Institute , Tama Tlo Kk , タマティーエルオー株式会社 , 独立行政法人建築研究所
发明人： MIYAZAWA KENJI , YAMAGUCHI NAGAYOSHI , MIYAMOTO SHUNSUKE
IPC分类号： E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a woody member joint structure having improved rigidity by increasing joint strength between an H-shaped material or a joint material formed of the H-shaped material and a woody member.
SOLUTION: In the joint structure in a moment resistance form using the H-shaped material 10, a tapping screw 6 is fixed to not only the woody member 2 but also the H-shaped material with a screw mechanism when constructing a joint between the two woody members 2 or a column-beam joint part.
COPYRIGHT: (C)2006,JPO&NCIPI

10. 发明专利

JP2003344213A Device and method for evaluating aseismatic performance of building 有权
标题翻译：评估建筑物抗震性能的装置和方法
公开(公告)号：JP2003344213A
公开(公告)日：2003-12-03
申请号：JP2002151085
申请日：2002-05-24
申请人： Building Research Institute , Oyo Jishin Keisoku Kk , 応用地震計測株式会社 , 独立行政法人建築研究所
发明人： TESHIGAHARA MASAOMI , KUSUNOKI KOICHI , HARA TETSUO
IPC分类号： E04B1/00 , G01M7/02
摘要： PROBLEM TO BE SOLVED: To quickly and objectively determine residual aseismatic performance of a building after an earthquake occurs, to properly manage the damaged building, to reduce a secondary disaster against an aftershock, and to reduce the number of an unnecessary evacuees. SOLUTION: Each measured acceleration value measured by acceleration sensors 10a, 10b provided in a base part and an upper story of the building is second-order- differentiated to calculate an absolute displacement in a measuring point, a vibration mode of the building is assumed to calculate a relative displacement and an absolute acceleration in the each floor of the building, and a representative displacement for representing a response deformation amount of the building and a representative acceleration for representing a response acceleration of the building are calculated based on values thereof to find a performance curve of the building. On the other hand, an acceleration response spectrum and a displacement response spectrum are calculated as input earthquake movement input into the building with the measured acceleration value in the base part so as to find a requirement curve of the building. The performance curve is compared with the requirement curve to determine the residual aseismatic performance of the building. COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：为了快速客观地确定地震发生后建筑物的残余抗震性能，妥善管理损坏的建筑物，减少二次灾难发生的余震，并减少不必要的撤离人员的数量。
解决方案：设置在建筑物的基部和上层的加速度传感器10a，10b测量的每个测量的加速度值是二阶微分的，以计算测量点的绝对位移，建筑物的振动模式假设计算建筑物的每层楼层的相对位移和绝对加速度，并且基于其值计算用于表示建筑物的响应变形量的代表性位移和用于表示建筑物的响应加速度的代表性加速度找到建筑物的性能曲线。另一方面，加速度响应谱和位移响应谱被计算为输入到建筑物中的输入地震运动，并在基础部分中测量加速度值，以便找到建筑物的需求曲线。将性能曲线与需求曲线进行比较，以确定建筑物的残余抗震性能。版权所有（C）2004，JPO

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