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1. 发明专利

JP2014111864A Beam reinforcing member and installation structure of stud in existing building 有权
标题翻译： BEAM加固会员和现有建筑中的STUD的安装结构
公开(公告)号：JP2014111864A
公开(公告)日：2014-06-19
申请号：JP2012266116
申请日：2012-12-05
申请人： Taisei Corp , 大成建設株式会社
发明人： YASUDA SATOSHI , KIMURA YUICHI , AONO EIJI
IPC分类号： E04H9/02 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a beam reinforcement member capable of enhancing the shear capacity in a joint part panel between an existing beam and a newly provided stud when additionally installing the stud in an existing steel-structured building, and an installation structure of the stud in an existing building by using the beam reinforcement member.SOLUTION: A reinforcement member 20 is provided on a joint panel between a stud 14 and a steel-made beam 12 on which the stud 14 is additionally installed. The reinforcement member 20 includes: a steel plate formed to have a height dimension between upper and lower flanges 12a, 12b, formed to have a width dimension equal to or larger than a height W of the stud 14, and arranged along outer edges of the upper and lower flanges; and a rib steel plate arranged vertically on the steel plate and joined to the steel plate. The steel plates are provided respectively on both sides of the beam 12 between which a web is held.
摘要翻译：要解决的问题：为了提供一种能够在现有的钢结构建筑物中另外安装螺栓时提高现有梁和新提供的螺柱之间的接头部分面板中的剪切能力的梁加强构件，以及安装结构在现有建筑物中使用梁加强构件固定螺栓。解决方案：加强构件20设置在螺柱14和钢制梁12之间的接合面板上，螺栓14另外安装在钢制梁12上。加强构件20包括：形成为具有上凸缘12a和下凸缘12b之间的高度尺寸的钢板，其形成为具有等于或大于螺柱14的高度W的宽度尺寸，并且沿着上下法兰以及在钢板上垂直配置并与钢板接合的肋钢板。钢板分别设置在梁12的两侧，在该梁12的两侧保持有一个网。

2. 发明专利

JP2013199764A Earthquake proof/vibration suppression member installation structure 有权
标题翻译：地震防震/振动抑制构件安装结构
公开(公告)号：JP2013199764A
公开(公告)日：2013-10-03
申请号：JP2012068486
申请日：2012-03-23
申请人： Taisei Corp , 大成建設株式会社
发明人： AONO HIDESHI , KIMURA YUICHI
IPC分类号： E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide an earthquake proof/vibration suppression member installation structure capable of increasing earthquake energy that an earthquake proof/vibration suppression member absorbs at low cost.SOLUTION: An earthquake proof/vibration suppression member installation structure 1 includes an upper base plate 16 provided on an upper end of a vibration suppression stud 14, an upper opposite base plate 16a arranged across an upper slab 13, a fastening member 20 connecting the base plates 16, 16a to each other, a lower base plate 17 provided on a lower end of the vibration suppression stud 14, a lower opposite base plate 17a arranged across a lower slab 13, and a fastening member 20 connecting the base plates 17, 17a to each other. A high strength part 30 formed of mortar is formed between the upper base plate 16 and upper opposite base plate 16a, and between the lower base plate 17 and lower opposite base plate 17a. The high strength part 30 has higher strength than the slab 13, and is provided to at least a part of the slab 13 in plain view.
摘要翻译：要解决的问题：提供一种能够提高防震/振动抑制构件以低成本吸收的地震能量的抗震/抑振构件安装结构。解决方案：防震/抑振构件安装结构1包括上基座设置在振动抑制螺柱14的上端的板16，跨过上板13布置的上相对的基板16a，将基板16,16a彼此连接的紧固构件20，设置在其上的下基板17 振动抑制螺柱14的下端，横跨下板13设置的下相对底板17a和将基板17,17a彼此连接的紧固构件20。在上基板16和上相对基板16a之间以及下基板17和下相对基板17a之间形成由灰浆形成的高强度部分30。高强度部件30具有比板坯13更高的强度，并且平面地设置在板坯13的至少一部分上。

3. 发明专利

JP2010281171A Building having vibration control reinforcing structure and vibration control reinforcing method 审中-公开
标题翻译：具有振动控制加固结构和振动控制加固方法的建筑
公开(公告)号：JP2010281171A
公开(公告)日：2010-12-16
申请号：JP2009137177
申请日：2009-06-08
申请人： Taisei Corp , 大成建設株式会社
发明人： AONO HIDESHI , KIMURA YUICHI , NARIHARA HIROYUKI
IPC分类号： E04H9/02 , F16F9/10
摘要： PROBLEM TO BE SOLVED: To effectively reduce the deformation of a building in an earthquake, easily apply also to existing buildings, and effectively absorb vibration energy and prevent the axial compression force of a column from being excessively increased. SOLUTION: In this building having a vibration control reinforcing structure, a frame formed of left and right columns and upper and lower beams includes a brace one end of which is supported on one of the upper and lower beams and the other end of which extends in the direction of the other beam, and a damper is interposed between the other end of the brace and the other beam. The damper is operated through the relative displacement of the upper and lower beams in the horizontal direction. In the deformation area of the damper equal to or higher than a predetermined level, the reaction force of the damper against the rate of deformation in the direction in which the deformation increases is smaller than that against the rate of deformation in the direction in which the deformation decreases. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了有效减少地震中建筑物的变形，也容易适用于现有建筑物，有效吸收振动能量，防止柱的轴向压力过度增加。解决方案：在具有振动控制加强结构的建筑物中，由左列和右柱形成的框架以及上梁和下梁包括支架，其一端支撑在上梁和下梁中的一个上，另一端其在另一个梁的方向上延伸，并且阻尼器插入在支架的另一端和另一个梁之间。阻尼器通过上下梁在水平方向上的相对位移来操作。在阻尼器的变形区域等于或高于预定水平的情况下，阻尼器对变形增大方向的变形速度的反作用力小于在变形量方向上的变形速度的反作用力变形减小。版权所有（C）2011，JPO＆INPIT

4. 发明专利

JP2006089974A Structure analyzing method and structure analyzing program 有权
标题翻译：结构分析方法和结构分析方案
公开(公告)号：JP2006089974A
公开(公告)日：2006-04-06
申请号：JP2004274945
申请日：2004-09-22
申请人： Taisei Corp , 大成建設株式会社
发明人： IMAI KAZUMASA , NARIHARA HIROYUKI , KAWABATA KAZUMI , TAKAYAMA MASAHARU , KIMURA YUICHI , AONO HIDESHI , KAMEDA RYUKICHI
IPC分类号： E04B1/24 , E02D27/00 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a technique of analyzing a structure inclusive of a concrete structural element, like an exposed column base, in an elasto-plastic region, by using a cross sectional analysis.
SOLUTION: There is provided a structure analyzing method which includes a step of calculating estimated deformation volumes of a concrete foundation, an anchor bolt, and a base plate, respectively, for instance, by using the cross sectional analysis, and a step of calculating a relationship between an estimated moment value and a rotational angle in the elasto-plastic region of a connection portion, based on the respectively calculated estimated deformation volumes. In the step of calculating the estimated deformation volume of the concrete foundation, a truncated cone is set by expanding a cross sectional area from a working surface to which a compressed load is applied, at a predetermined inclination angle as a depth becomes deeper, as an effective region in which the deformation occurs due to the compressed load, and a distortion at each horizontal cross section of the truncated cone is calculated from a balance of force on the cross section. Then the calculated distortion is integrated to calculate the estimated deformation volume, and the inclination angle is set such that the deformation volume calculated from an equation of elastic theory is equivalent to the estimated deformation volume in an elastic region.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：通过使用横截面分析来提供在弹性塑料区域中分析包括诸如暴露的柱基的混凝土结构元件的结构的技术。解决方案：提供了一种结构分析方法，其包括例如通过使用横截面分析来计算混凝土基础，锚定螺栓和基板的估计变形体积的步骤，以及步骤基于分别计算的估计变形体积计算连接部分的弹塑性区域中的估计力矩值和旋转角度之间的关系。在计算混凝土基础的估计变形体积的步骤中，通过将深度变深的预定倾斜角度从施加有压缩载荷的工作面的横截面积扩大而设定为截锥体，作为有效区域由于压缩载荷而发生变形，并且从横截面上的力的平衡计算截锥的每个水平横截面处的变形。然后将计算出的失真整合以计算估计的变形体积，并且设定倾斜角度，使得根据弹性理论方程计算的变形体积等于弹性区域中的估计变形体积。版权所有（C）2006，JPO＆NCIPI

5. 发明专利

JP2004300912A Vibration control damper coping with habitability 审中-公开
标题翻译：振动控制阻尼器具有可行性
公开(公告)号：JP2004300912A
公开(公告)日：2004-10-28
申请号：JP2003413141
申请日：2003-12-11
申请人： Taisei Corp , 大成建設株式会社
发明人： ISSHIKI YUJI , KIMURA YUICHI , NARIHARA HIROYUKI , RANKI TATSUHIRO , AONO HIDESHI , NISHIKAWA YASUHIRO
IPC分类号： E04H9/02 , E04H9/14 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To maintain a function as a viscoelastic damper during a large earthquake and to improve habitability of a building during a strong wind in a vibration control damper coping with the habitability, in a vibration control damper incorporated in a building of reinforced concrete or the like.
SOLUTION: Studs 8A, 8B are vertically mounted from and on two upper and lower beams 3A, 3B, respectively. A viscoelastic damper 9 is connected to the studs 8A, 8B to be freely extendable and contractible in the horizontal direction. A T-steel 7 is hung from the lower side of the upper stud 8A by means of a bolted connection, and a sliding junction body 4 is fitted between the T-steel 7 and the viscoelastic damper 9 to be slidable in the horizontal direction. When an excessive external force is applied to the building and large vibrations occur, an excessive stress is not generated on the viscoelastic damper 9 since the viscoelastic damper 9 relatively slides prior to its expansion and contraction. Since the sliding junction body 4 is separated from the viscoelastic damper 9 as a structurally separated body, a compression force is not applied to the viscoelastic body of the viscoelastic damper 9 even when a bolt is screwed up to adjust a sliding characteristic of the sliding junction body 4.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了在大地震期间保持作为粘弹性阻尼器的功能，并且在施加在建筑物中的振动控制阻尼器中，在强风中的风力中改善响应于居住性的振动控制阻尼器中的居住性的钢筋混凝土等。解决方案：螺柱8A，8B分别垂直安装在两个上梁3A和下梁3B上。粘弹性阻尼器9连接到螺栓8A，8B，以在水平方向上自由地伸缩。 T型钢7通过螺栓连接从上螺柱8A的下侧悬挂，并且滑动接合体4装配在T型钢7和粘弹性阻尼器9之间以在水平方向上可滑动。当施加过大的外力并且产生大的振动时，由于粘弹性阻尼器9在其膨胀和收缩之前相对滑动，所以在粘弹性阻尼器9上不会产生过大的应力。由于滑动接合体4与作为结构分离体的粘弹性阻尼器9分离，因此即使螺栓拧紧以调节滑动接合部的滑动特性，也不向粘弹性阻尼器9的粘弹性体施加压缩力（C）2005，JPO＆NCIPI

6. 发明专利

JP2004092096A Seismic-response controlled structure of column base part 有权
公开(公告)号：JP2004092096A
公开(公告)日：2004-03-25
申请号：JP2002252406
申请日：2002-08-30
申请人： Taisei Corp , 大成建設株式会社
发明人： KIMURA YUICHI , HAYASHI TOSHIYUKI , MIZUTANI SHIHO
IPC分类号： E04B1/98 , B65G1/14 , E04B1/24 , E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a seismic-response controlled structure of a column base, which can easily secure the safety of a structure during an earthquake by imparting a seismic-response controlled function to the column base.
SOLUTION: This seismic-response controlled structure is characterized in that: the base of a column 2 is provided in a vertically displaceable manner in a state that horizontal displacement is restrained by a guide support 7 which is fixed to a foundation 1;and a base plate damper 3 for absorbing a tensile force by performing flexural yielding or shear yielding when the tensile force acts on the column 2 is interposed between the base and the foundation 1.
COPYRIGHT: (C)2004,JPO

7. 发明专利

JP2002309670A COMPOSITE DAMPING BRACE 失效
公开(公告)号：JP2002309670A
公开(公告)日：2002-10-23
申请号：JP2001116490
申请日：2001-04-16
申请人： TAISEI CORP
发明人： ISSHIKI YUJI , KIMURA YUICHI
IPC分类号： E04B1/24 , E04H9/02 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To provide a composite damping brace having an excellent buckling strength nevertheless its construction is simple and light and capable of reducing various vibrations ranging from a small amplitude to a large amplitude that occurring in structures. SOLUTION: An elastic portion 2 having a large cross sectional area of shaft and an yielding portion 3 having a small cross sectional area of shaft are formed to a shaft member 1 comprising a flat plate-shaped steel member or a cross-shaped steel member for both the end portions 1a and 1b which are connected to frames of the structure; steel pipe members 6 having the surface facing the surface of the shaft member 1 are arranged in a manner freely making a relative displacement; and these steel pipe members 6 are mutually coupled together in this composite damping brace, a viscoelastic body 7 is interposed between the shaft member and the steel pipe members at the elastic portion 2; a discontinuous portion having a gas 5 capable of absorbing the expansion of the compound damping brace is provided to the shaft member 1; and the steel pipe members 6 are fixed to the shaft member 1 at the side where the viscoelastic body 7 is not interposed at the discontinuous portion as a boundary.

8. 发明专利

JPH11241525A STRUCTURE OF SEISMIC CONTROL WALL 失效
公开(公告)号：JPH11241525A
公开(公告)日：1999-09-07
申请号：JP5887898
申请日：1998-02-24
申请人： TAISEI CORP
发明人： KIMURA YUICHI , TAKAYAMA MASAHARU
IPC分类号： E04H9/02 , F16F7/12 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide the structure of a seismic control wall where a buckling due to axial force is not caused in a hysteresis damping member, and the stress state of the wall is clear. SOLUTION: An upper wall 2 is fixed to a beam 1 on an upper side. A lower wall 5 is fixed to a beam 4 on a lower side. A hysteresis damping member 6 as fixed to the upper edge of the lower wall, and a shearing resistance plate 7 is fixed to the upper edge of the hysteresis damping member 6. Shearing force transmitting members 3 are severally fixed to the lower edge of the upper wall 2 at two spots. The shearing resistance plate 7 on the side of the lower wall is arranged in a state sandwiched from both sides by the shearing force transmitting members 3 at two spots. A fixed gap is insertedly provided between the lower edge of the upper wall 2 and the shearing resistance plate 7 of the lower wall 5.

9. 发明专利

JPH06265175A AIR-CONDITIONING SYSTEM 失效
公开(公告)号：JPH06265175A
公开(公告)日：1994-09-20
申请号：JP7871493
申请日：1993-03-12
申请人： FURUKAWA ELECTRIC CO LTD , TAISEI CORP , KAMIYA YOSHIYUKI
发明人： HASHIMOTO NOBUYUKI , KIMURA YUICHI , SOTANI JIYUNJI , KOTANI MASAHIRO , SAGAWA YUICHIRO , OI TORU , MORI NAOKI , KAMIYA YOSHIYUKI
IPC分类号： F24F5/00 , F25B29/00
摘要： PURPOSE:To attain energy-saving by using a plurality of heat storage tanks as heat storage tanks for cold heat sources in a cooling operation and by using a part of the heat storage tanks as a heat storage tank for hot heat in a cooling-heating operation. CONSTITUTION:In a cooling operation, both of heat storage tanks 1a and 1b serve as heat storage tanks for cold heat sources and both of heat exchangers 2a and 2b operate as evaporators inside, while a heat exchanger 3 provided separately from the heat storage tanks 1a and 1b operates as a condenser. Thereby cooling of each room is executed. In a cooling-heating operation, the heat storage tanks 1a and 1b in a plurality are divided into the heat storage tank for the cold heat source and a heat storage tank for a hot heat source and the heat exchanger 2a of the heat storage tank 1a for the cold heat source operates as the evaporator, while the heat exchanger 2b of the heat storage tank 1b for the hot heat source operates as the condenser. Thereby cooling and heating of each room are executed. According to this constitution, energy- saving can be attained and also the energy can be used effectively.

10. 发明专利

JP2005307701A Column steel frame supporting structure 有权
标题翻译：柱钢框架支撑结构
公开(公告)号：JP2005307701A
公开(公告)日：2005-11-04
申请号：JP2004130174
申请日：2004-04-26
申请人： Taisei Corp , Tokyo Tekko Co Ltd , 大成建設株式会社 , 東京鐵鋼株式会社
发明人： KAWABATA KAZUMI , TAKAYAMA MASAHARU , NARIHARA HIROYUKI , KIMURA YUICHI , IMAI KAZUMASA , AONO HIDESHI , KAMEDA RYUKICHI , KOSONE SHIGEO , KOSHIJI MASATO , ENDO HIROSHI
IPC分类号： E02D27/00 , E04B1/24 , E04B1/30 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To prevent concrete from undergoing bearing fracture without damaging the degree of freedom in arrangement of column leg base and beautiful appearance.
SOLUTION: A wide width section 1b having a width larger than that of an upper section 1a of a column leg base concrete 1 is formed in a lower part of the column leg base concrete 1, the bottom end of an anchor bolt 2 is embedded to the wide width section 1b and a fixing board 4a resisting agaist pulling-out of the bolt 2 is installed on the bottom end. The position of placing the fixing board 4a is set to make the acting direction D of a stress extending conically upward from the fixing board 4a as a starting point pass through a side face of the side faces of the wide width section 1b which side face is most proximate to the bolt 2, and the size of the wide width section 1b is set to suppress the bearing fracture of the concrete at the position where the fixing board 4a is placed. By making the wide width section restrain the concrete from undergoing bearing fracture at the fixing section, the upper section 1a of the column leg base concrete can be formed in a slim shape. The concrete is prevented from undergoing bearing fracture without damaging the degree of freedom in arrangement of the column leg base and beautiful appearance.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：防止混凝土承受轴承断裂，而不会损害柱腿基座的布置自由度和美观。解决方案：在柱腿基础混凝土1的下部形成有宽度大于柱腿基础混凝土1的上部1a的宽度的部分1b，锚杆2的底端被嵌入到宽幅部1b中，并且在底端安装有抵抗螺栓2的伸出拉出的固定板4a。设置定影板4a的位置被设定为使作为起点的固定板4a的锥形向上延伸的应力的作用方向D通过宽幅部1b的侧面的侧面，侧面为最靠近螺栓2，并且设定宽幅部1b的尺寸以抑制在固定板4a的位置处的混凝土的轴承断裂。通过使宽幅部分限制混凝土在固定部分承受轴承断裂，柱腿基础混凝土的上部1a可以形成为细长的形状。防止混凝土承受轴承断裂，而不会损害柱腿基座的布置自由度和美观。版权所有（C）2006，JPO＆NCIPI

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