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1. 发明专利

JP2004100369A Beam and column connection structure for uppermost story of reinforced concrete structure 有权
公开(公告)号：JP2004100369A
公开(公告)日：2004-04-02
申请号：JP2002266669
申请日：2002-09-12
申请人： Godo Steel Ltd , Okumura Corp , Penta Ocean Constr Co Ltd , Tekken Constr Co Ltd , 五洋建設株式会社 , 合同製鐵株式会社 , 株式会社奥村組 , 鉄建建設株式会社
发明人： TAKEUCHI HIROYUKI , HATTORI KAKUSHI , HAYAKAWA KUNIO , HOSOYA HIROSHI , KISHIMOTO TAKESHI , ICHIKAWA MASAKAZU , ISHIWATARI YASUHIRO , NAKAMURA KAZUHIKO
IPC分类号： E04B1/21 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a beam and column connection structure for an uppermost story of a reinforced concrete structure which can be easily constructed and has a favorable appearance in terms of a design.
SOLUTION: This beam-column connection structure 1 for the uppermost story of the reinforced concrete structure is constituted as follows: a main reinforcement for a column is arranged in beam and column connection of the uppermost story of the reinforced concrete structure; an anchor plate is provided at the upper end of the main reinforcement for the column; a main reinforcement at the upper end of a beam in the beam and column connection is arranged by being bent to the inside of the column; the anchor plate is provided at the tip of the main reinforcement at the lower end of the beam in the beam and column connection; and a U-shaped column-head reinforcing bar is arranged in the main reinforcement at the upper end of the beam in the beam-column connection at least either in the direction of a beam axis or in the direction orthogonal to the beam axis, in such a manner as to be directed downward.
COPYRIGHT: (C)2004,JPO

2. 发明专利

JP2008095290A Beam-column joint structure of uppermost story of reinforced concrete structure 审中-公开
标题翻译：加固混凝土结构的高温梁的梁柱结构
公开(公告)号：JP2008095290A
公开(公告)日：2008-04-24
申请号：JP2006274859
申请日：2006-10-06
申请人： Godo Steel Ltd , Okumura Corp , Penta Ocean Construction Co Ltd , Tekken Constr Co Ltd , 五洋建設株式会社 , 合同製鐵株式会社 , 株式会社奥村組 , 鉄建建設株式会社
发明人： TAKEUCHI HIROYUKI , KATO MASATOSHI , HAYAKAWA KUNIO , HOSOYA HIROSHI , KISHIMOTO TAKESHI , ICHIKAWA MASAKAZU , ISHIWATARI YASUHIRO , NAKAMURA KAZUHIKO
IPC分类号： E04B1/21 , E04B1/58 , E04C5/12
摘要： PROBLEM TO BE SOLVED: To provide a beam-column joint structure of an uppermost story of a reinforced concrete structure, which can structurally secure predetermined joint shearing strength, and which solves the problem of construction. SOLUTION: In this beam-column joint structure 1 of the uppermost story of the reinforced concrete structure, a main reinforcement 7 for an upper end of a beam, and a main reinforcement 8 for a lower end of the beam are linearly arranged in a beam-column joint 2 of the uppermost story of the reinforced concrete structure in such a manner that leading ends of the main reinforcements 7 and 8 are extended; anchor plates 5 are provided at the leading ends, respectively; and a column extension portion 3, to which a column reinforcement 4 is to be anchored, is protrusively provided on the upper portion of the beam-column joint 2. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种钢结构混凝土结构的最上层的梁柱接头结构，其结构上可以确保预定的接合剪切强度，并且解决了施工问题。解决方案：在钢筋混凝土结构的最上层的梁柱接头结构1中，用于梁的上端的主加强件7和用于梁的下端的主加强件8线性地布置在钢筋混凝土结构的最上层的梁柱接头2中，使得主增强件7和8的前端延伸; 锚定板5分别设置在前端; 并且在柱梁接头2的上部上突出设置柱加强件4要固定到其上的柱延伸部分3。版权所有（C）2008，JPO＆INPIT

3. 发明专利

JP2006097289A Structure of joint between vertical member and horizontal member 有权
标题翻译：垂直构件和水平构件之间的接合结构
公开(公告)号：JP2006097289A
公开(公告)日：2006-04-13
申请号：JP2004283109
申请日：2004-09-29
申请人： Hisahiro Hiraishi , Kajima Corp , Matsumura Gumi Corp , Ohbayashi Corp , Ohmoto Gumi Co Ltd , Okumura Corp , Penta Ocean Constr Co Ltd , Shimizu Corp , Takenaka Komuten Co Ltd , Toda Constr Co Ltd , 五洋建設株式会社 , 久廣平石 , 戸田建設株式会社 , 株式会社大本組 , 株式会社大林組 , 株式会社奥村組 , 株式会社松村組 , 株式会社竹中工務店 , 清水建設株式会社 , 鹿島建設株式会社
发明人： HIRAISHI HISAHIRO , EDO HIROAKI , OKA KOJI , HAYAKAWA KUNIO , SUZUKI NORIO , TOSAI HIROYUKI , TSUKAGOSHI HIDEO , KEI TAKAHIRO , ISHIOKA HIROSHI , IMANISHI TATSUYA
IPC分类号： E04B1/58 , E01D19/02 , E02D27/00 , E02D27/12 , E04B1/24 , E04C5/01
摘要： PROBLEM TO BE SOLVED: To enhance the deformation capacity and energy absorbing capacity of a vertical member by restraining a boundary surface between the vertical member and a horizontal member from being cracked and crushed by a shearing force, in a joint between the vertical member and the horizontal member connected to the vertical member.
SOLUTION: In the joint between the vertical member A and the horizontal member B, a reinforcement 1 is continuously arranged astride the vertical member A for reinforced concrete construction and the horizontal member B for the reinforced concrete construction. A vertical member-side embedment material 2 is arranged on the boundary surface between the vertical member A and the horizontal member B, or up to the vicinity of the boundary surface, in the vertical member A; a horizontal member-side embedment material 3 is arranged on the boundary surface between the vertical member A and the horizontal member B, or up to the vicinity of the boundary surface, in the horizontal member B; and end surfaces of both the embedment materials 2 and 3 are brought into contact with each other.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了通过限制垂直构件和水平构件之间的边界面由剪切力破裂和破碎来提高垂直构件的变形能力和能量吸收能力，在竖直构件构件和连接到垂直构件的水平构件。解决方案：在垂直构件A和水平构件B之间的接合处，跨越钢筋混凝土结构的垂直构件A和钢筋混凝土构造的水平构件B连续布置加强件1。垂直构件侧嵌入材料2设置在垂直构件A和垂直构件B之间的边界表面上，或者直到垂直构件A中的边界表面附近; 水平构件侧嵌入材料3布置在水平构件B中的垂直构件A和水平构件B之间的边界表面上，或者直到边界表面附近; 并且两个嵌入材料2和3的端面彼此接触。版权所有（C）2006，JPO＆NCIPI

4. 发明专利

JP2006097288A Joint structure of concrete member 有权
标题翻译：混凝土结构联合结构
公开(公告)号：JP2006097288A
公开(公告)日：2006-04-13
申请号：JP2004283108
申请日：2004-09-29
申请人： Hisahiro Hiraishi , Kajima Corp , Matsumura Gumi Corp , Ohbayashi Corp , Ohmoto Gumi Co Ltd , Okumura Corp , Penta Ocean Constr Co Ltd , Shimizu Corp , Takenaka Komuten Co Ltd , Toda Constr Co Ltd , 五洋建設株式会社 , 久廣平石 , 戸田建設株式会社 , 株式会社大本組 , 株式会社大林組 , 株式会社奥村組 , 株式会社松村組 , 株式会社竹中工務店 , 清水建設株式会社 , 鹿島建設株式会社
发明人： HIRAISHI HISAHIRO , EDO HIROAKI , OKA KOJI , HAYAKAWA KUNIO , SUZUKI NORIO , TOSAI HIROYUKI , TSUKAGOSHI HIDEO , KEI TAKAHIRO , HATORI TOSHIAKI , IMANISHI TATSUYA
IPC分类号： E04B1/16 , E02D27/00 , E04B1/48 , E04B1/58 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To enhance the deformation capacity and energy absorbing capacity of a concrete member by restraining the concrete member from sliding with respect to the other concrete member by means of a shearing force acting on one concrete member, in a joint between the two concrete members.
SOLUTION: A steel material 2 is arranged astride the two concrete members A and B; the adhesion of the steel material 2 to concrete is canceled in at least a part of at least either a section which is positioned inside one concrete member A or a section which is positioned inside the other concrete member B; and at least either of both the ends of the steel material 2 is not anchored to the concrete.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了通过限制混凝土构件通过作用在一个混凝土构件上的剪切力相对于另一个混凝土构件滑动来提高混凝土构件的变形能力和能量吸收能力，在接头两个混凝土构件之间。解决方案：钢材2横跨两个混凝土构件A和B布置; 至少部分位于一个混凝土构件A内的部分或位于另一个混凝土构件B内的部分的至少一部分中，钢材2与混凝土的粘合被抵消; 钢材2的两端的至少任一端不固定在混凝土上。版权所有（C）2006，JPO＆NCIPI

5. 发明专利

JP2006183311A Reinforcing structure of circumference of opening section in reinforced concrete beam 有权
标题翻译：加固混凝土梁开裂部分加固结构
公开(公告)号：JP2006183311A
公开(公告)日：2006-07-13
申请号：JP2004377171
申请日：2004-12-27
申请人： Hisahiro Hiraishi , Kajima Corp , Matsumura Gumi Corp , Ohbayashi Corp , Ohmoto Gumi Co Ltd , Okumura Corp , Penta Ocean Constr Co Ltd , Shimizu Corp , Takenaka Komuten Co Ltd , Toda Constr Co Ltd , 五洋建設株式会社 , 久廣平石 , 戸田建設株式会社 , 株式会社大本組 , 株式会社大林組 , 株式会社奥村組 , 株式会社松村組 , 株式会社竹中工務店 , 清水建設株式会社 , 鹿島建設株式会社
发明人： HIRAISHI HISAHIRO , EDO HIROAKI , OKA KOJI , HAYAKAWA KUNIO , SUZUKI NORIO , TOSAI HIROYUKI , TSUKAGOSHI HIDEO , KEI TAKAHIRO , ISHIOKA HIROSHI , IMANISHI TATSUYA
IPC分类号： E04C5/18
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing structure of the circumference of an opening section in a reinforced concrete beam capable of reinforcing the circumference of the opening section while increasing workability including bar arrangement workability and shearing proof stress when the opening section such as a through-hole for installation piping or the like is formed in a reinforced concrete construction beam. SOLUTION: When a plurality of diagonal reinforcing bars 6 are arranged to the circumference of the opening section 5 formed in the reinforced concrete construction beam l arranging upper end main bars 2, lower end main bars 3 and shear reinforcing bars 4 thereto, both diagonal reinforcing bars 6 and 6 are made as a set and are arranged by intersecting with each other. Hooks 6a and 6a are formed in both ends of each diagonal reinforcing bar 6, one hook 6a is engaged with the upper end main bars 2, and the other hook 6a is engaged with the lower end main bars 3. A set of the diagonal reinforcing bars 6 and 6 are arranged to both sides of the perpendicular containing the center on the perpendicular cross section at right angles to a material axis of the beam 1, and it is attached to one side of the perpendicular, these diagonal bars are arranged on both sides by holding the opening section 5. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够增强开口部的周长的钢筋混凝土梁的开口部的周缘的增强结构，同时提高包括杆配置可加工性和剪切应力的加工性，当开口部分作为用于安装管道等的通孔形成在钢筋混凝土结构梁中。解决方案：当多个对角钢筋6布置在形成在钢筋混凝土结构梁1中的开口部分5的圆周上时，将上端主杆2，下端主杆3和剪切钢筋4布置在其上，两个对角钢筋6和6都制成一组，并且彼此交叉排列。钩6a和6a形成在每个对角线钢筋6的两端，一个钩6a与上端主杆2接合，另一个钩6a与下端主杆3接合。一组对角加强杆6和6布置在垂直横截面上垂直于垂直于梁1的材料轴线的垂直中心的垂直的两侧，并且它连接到垂直线的一侧，这些对角条布置在两者上（C）2006年，JPO＆NCIPI

6. 发明专利

JP2003336685A Base isolated table and device for exhibition 审中-公开
标题翻译：基座隔离台和展示装置
公开(公告)号：JP2003336685A
公开(公告)日：2003-11-28
申请号：JP2002148468
申请日：2002-05-23
申请人： Oiles Ind Co Ltd , Okumura Corp , オイレス工業株式会社 , 株式会社奥村組
发明人： HAYAKAWA KUNIO , YASUI KENJI , TAKAHASHI MICHIHIRO , YAMADA TAKAYUKI , ARAI YOSHIKAZU , SATO SHINJI
IPC分类号： A47F3/00 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a base isolated table for exhibition, which can be handled easily by making it unnecessary to adjust a friction damping function in accordance with the weight of an exhibit to be placed on the table by providing a support function, restoration function and damping function in a lump. SOLUTION: In this base isolated table for exhibition, at least three base isolated devices 4 comprising a pair of supporting bases 6A and 6B and rollers 7, which are arranged between the supporting bases 6A and 6B, are interposed between a pivotable base table and a pedestal, on which an exhibit is placed. In addition, the supporting bases 6A and 6B of the base isolated devices 4 comprise groove shaped rails 10, which are formed by two inclined faces 9, which are arranged intersected each other in the rolling direction equipped on at least one side and the groove width of the groove shaped rails 10 formed narrower toward both end sections from the center section keeping their inclination angle constant, and the rollers 7 comprising at least one inclined face 15, which is made to abut on the inclined faces 9 of the groove shaped rails 10, is arranged keeping a clearance between the rollers 7 and the groove bottoms 14 of the rails 10 constant. COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供用于展览的基座隔离台，其可以容易地处理，使得不需要根据要放置在桌子上的展览的重量来调节摩擦阻尼功能，通过提供支撑功能，恢复功能和阻尼功能。解决方案：在用于展览的基座隔离台中，包括一对支撑基座6A和6B以及布置在支撑基座6A和6B之间的辊7的至少三个基座隔离装置4插入在可枢转的底座桌子和一个基座，放置展览。此外，基部隔离装置4的支撑基座6A和6B包括槽形轨道10，其由两个倾斜面9形成，倾斜面9在至少一侧配置的轧制方向彼此相交并且槽宽度槽状轨道10从中心部分的两端部形成得更窄，保持其倾斜角恒定，并且辊7包括至少一个倾斜面15，该倾斜面15与槽形轨道10的倾斜面9抵接布置在辊子7和轨道10的槽底部14之间保持一定的间隙。版权所有（C）2004，JPO

7. 发明专利

JP2007197937A Aseismatic wall and its construction method 有权
标题翻译： ASEISMATIC WALL及其施工方法
公开(公告)号：JP2007197937A
公开(公告)日：2007-08-09
申请号：JP2006015332
申请日：2006-01-24
申请人： Okumura Corp , 株式会社奥村組
发明人： HIRAMATSU KAZUO , HATTORI KOZO , HAYAKAWA KUNIO , HIRANO SUSUMU , KISHIMOTO TAKESHI , SHIMIZU HIROYUKI , YAMADA TAKAYUKI
IPC分类号： E04B2/56 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide an aseismatic wall and its construction method, capable of in situ construction, for rationally securing natural lighting and ventilation, while securing aseismatic strength as the aseismatic wall.
SOLUTION: This aseismatic wall 1 is constructed in an opening part 4 partitioned by columns 2 and beams 3, and is composed of a grating body 6 forming a plurality of hole parts H in an annular frame body, by being connected to the octagonal annular frame body 5 and an oblique line (w) of the annular frame body. The mutual oblique lines of the annular frame body are arranged and mutually joined in the vertical-horizontal direction in and to the opening part in mutually opposed arrangement, and an opening S is formed by being surrounded by the vertical side (y) and the horizontal side (x) of the annular frame body. The columns and the beams are provided with precast concrete octagonal blocks 7 joined with the vertical side and the horizontal side of the annular frame body, and precast concrete equal leg trapezoidal blocks 8 arranged in a clearance between the oblique lines, the columns and the beams of the annular frame body of the octagonal blocks for sealing this clearance and joined to these blocks.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种无阻碍的墙体及其施工方法，能够在现场施工，合理确保自然采光和通风，同时确保抗震强度为抗震墙。解决方案：该防震壁1构造在由柱2和梁3分隔开的开口部分4中，并且由在环形框体中形成多个孔部H的光栅体6构成，通过连接到八角环形框体5和环形框体的斜线（w）。环形框架体的相互斜线以相互相对的排列方式在开口部分中以垂直方向布置和相互连接，并且开口S由垂直侧（y）和水平面（x）。柱和梁设置有与环形框体的垂直侧和水平侧连接的预制混凝土八边形块7，以及布置在斜线，柱和梁之间的间隙中的预制混凝土等腿梯形块8 用于密封该间隙并连接到这些块。版权所有（C）2007，JPO＆INPIT

8. 发明专利

JP2007197936A Wall unit, aseismatic wall and its construction method 有权
标题翻译：墙单元，ASEISMATIC WALL及其施工方法
公开(公告)号：JP2007197936A
公开(公告)日：2007-08-09
申请号：JP2006015331
申请日：2006-01-24
申请人： Okumura Corp , 株式会社奥村組
发明人： HIRAMATSU KAZUO , HATTORI KOZO , HAYAKAWA KUNIO , HIRANO SUSUMU , KISHIMOTO TAKESHI , SHIMIZU HIROYUKI
IPC分类号： E04B2/56 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a wall unit, an aseismatic wall and its construction method, capable of in situ construction, for exhibiting sufficient aseismatic strength, while reducing weight. SOLUTION: This wall unit 1 constitutes the aseismatic wall 5 by arranging a plurality in an opening part 4 partitioned by columns 2 and beams 3, and has a precast concrete panel 6, a steel plate brace element 7 formed in an X shape and arranged inside the panel, and a joining part 8 for joining the brace element to a brace element of the adjacent other panel. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供能够在现场施工，同时减轻重量的足够的抗震强度的壁单元，抗震墙及其施工方法。解决方案：该壁单元1通过在由柱2和梁3分隔的开口部分4中布置多个而构成抗震壁5，并且具有预制混凝土板6，形成为X形的钢板支撑元件7 并且布置在面板内部，以及用于将支撑元件连接到相邻的另一面板的支撑元件的接合部8。版权所有（C）2007，JPO＆INPIT

9. 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

10. 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

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