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1. 发明专利

JP2006064482A Inspection support method and inspection support system for building hit by earthquake 有权
标题翻译：地震支援方法及检查支援系统
公开(公告)号：JP2006064482A
公开(公告)日：2006-03-09
申请号：JP2004246010
申请日：2004-08-25
申请人： Okumura Corp , 株式会社奥村組
发明人： TSURUYA MASAYUKI , HAYAKAWA KUNIO , WAKABAYASHI YASUHIRO , KAWAI NOBUYASU
IPC分类号： G01V1/00 , E04B1/00 , G06Q50/00 , G06Q50/10 , G06Q50/16
摘要： PROBLEM TO BE SOLVED: To provide an inspection support method and an inspection support system for buildings hit by an earthquake, which rationally judge need for inspection work for determining the necessity of a repair of a building hit by the earthquake. SOLUTION: Based on structural data and ground data of a monitoring object building, a vibrational response analytic model for the monitoring object building is formed by an arithmetic unit, and the arithmetic unit makes a vibrational response analytic with respect to the vibrational response analytic model by using a reference earthquake observed value. In the arithmetic unit, a seismic reference value presumed for repair of the monitoring object building to become necessary is set beforehand from the analytic result, and a seismograph which observes an earthquake acting on the monitoring object building and output a real earthquake observed value to the arithmetic unit, is provided. The arithmetic unit compares and detects whether the real earthquake observed value is not lower than the seismic reference value, and if the real earthquake observed value is not lower than the seismic reference value, inspection work for determining whether repair of the monitoring object building is necessary is done. When it is determined as a result of the inspection work that repair is not required, the seismic reference value is updated to the real earthquake observed value. When repair is necessary, the seismic reference value is maintained. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为地震建筑物提供检查支援方法和检查支援系统，合理判断检查工作是否需要修理受地震袭击的建筑物。解决方案：根据监测对象建筑物的结构数据和地面数据，由运算单元形成监测对象建筑物的振动响应分析模型，运算单元对振动响应进行分析，得到振动响应分析模型采用参考地震观测值。在运算单元中，从分析结果预先设定了要求修理监控对象建筑物的地震参考值，以及观测作用在监视对象建筑物上的地震并将真实地震观测值输出到的地震仪算术单元。算术单元比较和检测真实地震观测值是否不低于地震参考值，如果实际地震观测值不低于地震参考值，则检查工作是否需要维修监测对象建筑物的修复已经完成了。作为不需要修理的检查结果的确定，将地震参考值更新为实际地震观测值。当需要修理时，维持地震参考值。版权所有（C）2006，JPO＆NCIPI

2. 发明专利

JP2006064483A Inspection support method and inspection support system for building struck by earthquake 审中-公开
标题翻译：用地震建筑结构检查支援方法和检查支援系统
公开(公告)号：JP2006064483A
公开(公告)日：2006-03-09
申请号：JP2004246012
申请日：2004-08-25
申请人： Okumura Corp , 株式会社奥村組
发明人： TSURUYA MASAYUKI , HAYAKAWA KUNIO , WAKABAYASHI YASUHIRO , KAWAI NOBUYASU
IPC分类号： G01M99/00 , E04B1/00 , G01M7/00 , G01V1/00 , G06Q50/00 , G06Q50/16
摘要： PROBLEM TO BE SOLVED: To provide an inspection support method and an inspection support system for buildings struck by an earthquake capable of rationally specifying an inspection work requiring part of a building struck by the earthquake. SOLUTION: By using an arithmetic unit, a vibrational response analytic model for a monitoring object building is formed based on structural data of the monitoring object building and ground data of the monitoring object building, and a seismograph which observes an earthquake acting on the monitoring object building and outputs an observed value to the arithmetic unit, is provided. Then, the arithmetic unit compares and detects whether the observed value inputted from the seismograph is not lower than a preset set value, which is presumed to require inspection work. Then, the arithmetic unit performs a vibrational response analytic of the monitoring object building, with respect to the vibration response analytic model for the monitoring object building by the use of the observed value, when the observed value is not lower than the set value. After that, the arithmetic unit specifies a part which is presumed to be relatively heavily damaged as an inspection requiring part, out of each part of the monitoring object building, from the vibration response analytic result. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够合理指定需要部分被地震袭击的建筑物的检查工作的地震的建筑物的检查支援方法和检查支援系统。解决方案：通过使用算术单元，基于监测对象建筑物的结构数据和监测对象建筑物的地面数据形成监测对象建筑物的振动响应分析模型，以及观测地震作用的地震仪提供监视对象构建并向算术单元输出观测值。然后，算术单元比较和检测从地震仪输入的观测值是否不低于被认为需要检查工作的预设设定值。然后，当观测值不低于设定值时，运算单元通过使用观测值，对于监视对象建筑物的振动响应分析模型，执行监视对象建筑物的振动响应分析。之后，运算单元根据振动响应分析结果，将监测对象建筑物的每个部分中的被检查要求部分推定为相对严重损坏的部分。版权所有（C）2006，JPO＆NCIPI

3. 发明专利

JP2006063593A Insepction support method and insepction support system of building suffered from earthquake 审中-公开
标题翻译：地震支援方法和建筑支援系统
公开(公告)号：JP2006063593A
公开(公告)日：2006-03-09
申请号：JP2004246011
申请日：2004-08-25
申请人： Okumura Corp , 株式会社奥村組
发明人： TSURUYA MASAYUKI , HAYAKAWA KUNIO , WAKABAYASHI YASUHIRO , KAWAI NOBUYASU
IPC分类号： E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide an inspection support method and an inspection support system of a building suffered from an earthquake, capable of reducing both facility cost and inspection work cost, by simplifying inspection work to a part requiring such an inspection by rationally specifying an inspection requiring part in advance when the building is suffered from an earthquake. SOLUTION: A monitoring object building vibration response analytical model is made on the basis of structural data and ground data on a monitoring object building. A vibration response analysis is performed by using a reference earthquake observation value to the model. A part estimated that relatively large damage is caused, is specified as the inspection requiring part among respective parts of the monitoring object building from an analytical result. An inspection facility is arranged in the inspection requiring part. A seismograph is arranged for outputting an actual earthquake observation value. When the actual earthquake observation value is a preset value or more estimated as requiring the inspection work, the inspection work is performed for determining whether or not repairing is required for the monitoring object building by using the inspection facility. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供遭受地震的建筑物的检查支持方法和检查支持系统，能够降低设备成本和检查工作成本，通过简化对需要这种检查的部件的检查工作在建筑物遭受地震时，合理地规定需要事先提前的检查。解决方案：建立监测对象的振动响应分析模型是在监测对象建筑物的结构数据和地面数据的基础上进行的。通过使用模型的参考地震观测值进行振动响应分析。从分析结果估计，造成相对较大的损坏的部件被指定为监视对象建筑物的各部分中的检查要求部分。检验设备安排在检查要求部分。布置地震仪用于输出实际的地震观测值。当实际地震观测值为要求检查工作的预设值或更多值时，执行检查工作，以通过使用检查设备来确定监视对象建筑物是否需要修理。版权所有（C）2006，JPO＆NCIPI

4. 发明专利

JP2005179889A Construction method of crack inducing joint and crack inducing joint 有权
标题翻译：裂纹引起接头和裂纹感应接头的构造方法
公开(公告)号：JP2005179889A
公开(公告)日：2005-07-07
申请号：JP2003417414
申请日：2003-12-16
申请人： Okumura Corp , 株式会社奥村組
发明人： WAKABAYASHI YASUHIRO , HIRAMATSU KAZUO , HOSOYA HIROSHI , YAMAGAMI SATOSHI , NAKADA HIROYUKI , KAWANISHI SHIGENORI , OYABU HISATO
IPC分类号： E04B1/62 , E04B2/84
摘要： PROBLEM TO BE SOLVED: To provide a simple and efficient construction method of a crack inducing joint for surely removing sticking with a concrete wall by arranging a cross-sectional deficiency material provided with a uniform and thin separation material while eliminating useless additional application; and the crack inducing joint capable of surely exhibiting the crack inducting function.
SOLUTION: This construction method of the crack inducing joint is constituted by arranging a cutout 2 in a wall outside part, and embedding the cross-sectional deficiency material 7 inside the concrete wall. A thermally contractive tube 8' contracted by heating is brought into close contact with the cross-sectional deficiency material 7 after fastening the cross-sectional chipped material 7 properly covered with the thermally contractive tube to a reinforcement 3 of the concrete wall 1, or the cross-sectional deficiency material 7 brought into close contact with the thermally contractive tube 8' is fastened to the reinforcement 3 of the concrete wall 1 after being contracted by heating by properly covering the cross-sectional deficiency material 7 with the thermally contractive tube.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种简单而有效的裂缝诱导接头的施工方法，用于通过设置具有均匀和薄的分离材料的横截面缺陷材料，同时消除无用的附加应用，从而可靠地去除混凝土壁的粘附 ; 以及能够确定地具有裂纹感应功能的裂纹引导接头。解决方案：该裂纹诱导接头的施工方法是通过在外壁部分设置切口2并将横截面缺陷材料7嵌入混凝土壁内而构成的。将通过加热收缩的热收缩管8'在将由热收缩管适当覆盖的横截面切屑材料7紧固到混凝土墙1的加强件3之后，与截面不足材料7紧密接触，或与热收缩管8'紧密接触的横截面不足材料7通过用热收缩管适当地覆盖横截面不足材料7而在加热收缩之后被紧固到混凝土壁1的加强件3。版权所有（C）2005，JPO＆NCIPI

5. 发明专利

JP2511191B2 失效
公开(公告)号：JP2511191B2
公开(公告)日：1996-06-26
申请号：JP27739890
申请日：1990-10-15
申请人： OKUMURA CORP
发明人： ANDO KUNIHIKO , TSURUYA MASAYUKI , WAKABAYASHI YASUHIRO , TAKAGAKI TAHEI , MAEBA TOMOYUKI , NAKADA HIROYUKI
IPC分类号： E04C3/34 , E04C5/06

6. 发明专利

JPH04333748A FILLING TYPE COLUMN STRUCTURE 失效
公开(公告)号：JPH04333748A
公开(公告)日：1992-11-20
申请号：JP10134091
申请日：1991-05-07
申请人： OKUMURA CORP
发明人： SUZUKI KAZUO , NAKATSUKA KICHI , KUSHIMA TOSHIMASA , ANDO KUNIHIKO , SATO YUKIO , TSURUYA MASAYUKI , WAKABAYASHI YASUHIRO , MAEBA TOMOYUKI , NAKADA HIROSHI
IPC分类号： E04B1/30 , E04C3/293 , E04C3/30 , E04C3/34
摘要： PURPOSE:To maintain bending performance on the whole of a column by a method wherein a circular steel pipe having diameter larger than that of another circular steel pipe is engaged with the outer periphery of the end part in an axial direction of another steel pipe. CONSTITUTION:A filling type column structure comprises a circular first steel pipe 21 erected between a ceiling 23 and a floor 24, concrete 22 with which the interior of the first steel pipe is filled, and second steel pipes 31 and 32 having diameter larger than that of the steel pipe 21 and having respective column end parts 25 and 26 closely engaged with the outer periphery of the steel pipe 21. Lengths L1 and L2 in an axial direction of the steel pipes 31 and 32 are set to a value equal to a diameter D of the column 20 and given gaps delta are provided between the steel pipes 31 and 32 and the ceiling 23 and the floor 24, respectively. When a horizontal force Q is exerted on the column 20 on which a high axial tension N is exerted, deformation of the first and second steel pipes at the end part of a column is prevented from occurring by means of the peripheral restraints of the steel pipes 31 and 32.

7. 发明专利

JPH0469689B2 失效
公开(公告)号：JPH0469689B2
公开(公告)日：1992-11-06
申请号：JP21339186
申请日：1986-09-09
申请人： OKUMURA CORP
发明人： SUZUKI KAZUO , NAKATSUKA KICHI , ANDO KUNIHIKO , TSURUYA MASAYUKI , WAKABAYASHI YASUHIRO , TAKAGAKI TAHEI , NAKADA HIROYUKI
IPC分类号： E04B1/16 , E04C5/06

8. 发明专利

JPH04153445A REINFORCED CONCRETE COLUMN 失效
公开(公告)号：JPH04153445A
公开(公告)日：1992-05-26
申请号：JP27739890
申请日：1990-10-15
申请人： OKUMURA CORP
发明人： ANDO KUNIHIKO , TSURUYA MASAYUKI , WAKABAYASHI YASUHIRO , TAKAGAKI TAHEI , MAEBA TOMOYUKI , NAKADA HIROYUKI
IPC分类号： E04C3/34 , E04C5/06
摘要： PURPOSE:To facilitate assembly work of reinforcing bar by forming a band bar into a circular shape encircling the center of a column center, in which the inner radius thereof is taken as the difference between a distance between the column center and the central point of a side and a concrete cover dimension of a column bar. CONSTITUTION:Column bars 12 with a small diameter, column bars 13 with a large diameter and a circular band bars 15 are arranged in an octagonal reinforced concrete column 1. The inner radius (r) of the bar 15 is taken as the difference between a distance (l) connecting the center of the column 0 and the central point of a side of the octagon and a concrete cover dimension A required for the bar 12. A distance B between the intersection of a line (m) connecting a corner C and the center 0 and the inner periphery of the bar 15 and the corner C is made larger than a concrete cover dimension required for the bar 13 to determine the outer radius of the bar 13, whereby the strength of the column 1 is ensured. As a result, since the bar 15 is circular and auxiliary bars required for conventional polygonal band bar are not employed, assembling work can be made easier.

9. 发明专利

JPH0613793B2 失效
公开(公告)号：JPH0613793B2
公开(公告)日：1994-02-23
申请号：JP19402688
申请日：1988-08-03
申请人： OKUMURA CORP
发明人： ANDO KUNIHIKO , TSURUYA MASAYUKI , WAKABAYASHI YASUHIRO , TAKAGAKI TAHEI , NAKADA HIROYUKI
IPC分类号： E04B1/16 , E04G21/02

10. 发明专利

JP2000336746A CONCRETE SEPARATE CASTING METHOD OF BEAM/FLOOR AND BEAM/ FLOOR STRUCTURE BY CONCRETE SEPARATE CASTING 失效
公开(公告)号：JP2000336746A
公开(公告)日：2000-12-05
申请号：JP15496999
申请日：1999-06-02
申请人： OKUMURA CORP
发明人： UENISHI TAKASHI , HOSOYA HIROSHI , WAKABAYASHI YASUHIRO , SUEOKA KAZUHISA
IPC分类号： E04B5/32 , E04B1/16 , E04B5/38 , E04G11/40 , E04G21/02
摘要： PROBLEM TO BE SOLVED: To eliminate a troublesome work such as sheathing board cleaning work or the like when high strength concrete for beam and floor and normal strength concrete are separately cast and to promote beam concrete surface finishing work efficiency. SOLUTION: Reinforcing bars 25 extended to a downward position by a specific length from the upper surface 31 of a floor form 42 are so mounted to beam upper end main bars 23 that the beam upper end main bars 23 and shear reinforcing bars 24 wound around beam lower end main bars 22 are alternately positioned. High strength concrete is cast in a beam form 41 until it reaches the same level as that of the upper surface of the floor form 42, and successively, normal strength concrete is cast on the high strength concrete and floor form. The length buried in the high strength concrete is twenty times as long as bar size.

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