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1. 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

2. 发明专利

JP2007239441A Earthquake-resistant construction of hung ceiling 有权
标题翻译：防静电建筑吊顶
公开(公告)号：JP2007239441A
公开(公告)日：2007-09-20
申请号：JP2007025598
申请日：2007-02-05
申请人： Taisei Corp , 大成建設株式会社
发明人： KOTAKE TATSUYA , TAKAYAMA MASAHARU , KIMURA YUICHI , KURAMOTO SHINSUKE , SHIMIZU SHIRO , SASAKI HARUO , HARA FUMIHIKO , RANKI TATSUHIRO
IPC分类号： E04B9/18
摘要： PROBLEM TO BE SOLVED: To provide the earthquake-resistant structure of a hung ceiling capable of mounting a brace as an earthquake-resistant reinforcing member at a desired place regardless of the place of a hanging member and capable of effectively suppressing the shakings of a ceiling in the case of an earthquake. SOLUTION: In the hung ceiling, ceiling battens 13 are joined at the upper end sections of cradlings 11a and 11b for the ceiling 10 in the crossed direction, and the hanging members 15 connecting upper end sections to an upper structure 16 are connected, hung down and supported to the cradling receivers. In the hung ceiling, first V-shaped braces 19 as pairs by two materials of compression members and tension members fixing lower end sections to the cradlings 11a and upper end sections to the upper structure 16 are mounted in the extending direction of the cradlings. In the hung ceiling, crossed cradlings 22 unified with a ceiling panel in the direction crossed with the cradlings are fitted at desired places among the cradlings. In the hung ceiling, second V-shaped braces 25 as pairs by two materials of the compression members and the tension members fixing the lower end sections to the crossed cradlings 22 while fixings the upper end sections to the upper structure 16 are mounted in the direction crossed with the extending direction of the cradlings. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供能够将吊架作为抗震加强构件安装在所需位置的吊顶的抗震结构，而不管悬挂构件的位置如何，并且能够有效地抑制振动在地震的情况下的天花板。
解决方案：在悬吊式天花板上，吊顶板13在交叉方向的天花板10的吊架11a和11b的上端部处接合，并且将上端部连接到上部结构16的悬挂构件15连接，挂起并支持摇篮接收器。在吊顶中，通过两个压缩构件的材料成对地形成第一V形支架19和将下端部固定到吊架11a和上部结构16的上端部分的张紧构件沿着吊架的延伸方向安装。在悬吊天花板上，与吊架横穿的方向与天花板相统一的十字架十字架22安装在吊架的所需位置。在吊顶中，通过压缩构件的两种材料成对的第二V形支架25和将下端部固定到交叉的吊架22的张紧构件，同时将上端部分固定到上部结构16的方向与吊坠的延伸方向交叉。版权所有（C）2007，JPO＆INPIT

3. 发明专利

JP2004027822A Method of constructing base-isolated building 有权
公开(公告)号：JP2004027822A
公开(公告)日：2004-01-29
申请号：JP2003117143
申请日：2003-04-22
申请人： Taisei Corp , 大成建設株式会社
发明人： KAWABATA KAZUMI , TAKAYAMA MASAHARU , KISHI YUZO , ISSHIKI YUJI
IPC分类号： E04B1/36 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a method of constructing a base-isolated building with high security against falling in an earthquake, etc., while reducing the labor and cost required for its construction. SOLUTION: The foundation structure 1 of the base-isolated building 7 is first constructed and then base isolators 21, 22 are installed in some of the predetermined installation positions of base isolators 21-24 on the foundation structure 1. Next, an underground structure 3 having the load of long-term axial force components to be exerted on the base isolators 21, 22 of the upper structure 6 and including at least a beam 31 located immediately above and interconnecting the base isolators 21, 22 is constructed on the base isolators 21, 22 installed. After the base isolators 23, 24 are installed in the remaining predetermined installation positions, an above-ground structure 5 is constructed to construct the base-isolated building 7. COPYRIGHT: (C)2004,JPO

4. 发明专利

JP2007292214A Support structure for facility equipment 有权
标题翻译：设备设备支持结构
公开(公告)号：JP2007292214A
公开(公告)日：2007-11-08
申请号：JP2006121197
申请日：2006-04-25
申请人： Taisei Corp , 大成建設株式会社
发明人： MURATA KEISUKE , TAKAYAMA MASAHARU , HIRAFUNE KUNIO , KIMURA YUICHI
IPC分类号： F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a support structure for facility equipment capable of easily improving earthquake resistance, when the facility equipment is not supported by a ceiling. SOLUTION: In the support structure for facility equipment, the facility equipment placed in an under a roof is supported by suspending it by a plurality of suspension rods from a support member fixed to a slab. It is characterized by that the suspension rod is covered by a sleeve between an upper attachment part of the suspension rod and the support member, and a lower attachment part of the suspension rod and the facility equipment. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供能够容易地提高耐震性的设备设备的支撑结构，当设备设备不被天花板支撑时。解决方案：在设备设备的支撑结构中，放置在屋顶下方的设备设备通过多个悬架杆从固定到板坯的支撑构件上悬挂而被支撑。其特征在于，悬架杆被悬架杆的上部附接部分和支撑部件之间的套筒以及悬挂杆的下部附接部分和设备设备覆盖。版权所有（C）2008，JPO＆INPIT

5. 发明专利

JP2007126830A Installation structure of stud to existing building 有权
标题翻译：现有建筑的安装结构
公开(公告)号：JP2007126830A
公开(公告)日：2007-05-24
申请号：JP2005318448
申请日：2005-11-01
申请人： Taisei Corp , 大成建設株式会社
发明人： AONO HIDESHI , TAKAYAMA MASAHARU , KIMURA YUICHI
IPC分类号： E04G23/02 , E04B1/24
摘要： PROBLEM TO BE SOLVED: To provide an installation structure of a stud to a steel frame existing building without requiring to remove an existing slab deck, easy in construction, and capable of eliminating welding work and ancillary work caused by this welding work.
SOLUTION: Base plates 16a and 16b are integrally arranged in upper-lower end parts of the stud 14, and a plurality of reinforcing members 18 are interposed between upper-lower part flanges 12a and 12b of upper-lower beams 12. A tension material 20 is inserted into a hole part 17 of the upper end side baseplate 16b and a hole part 17 of the lower end side baseplate 16a of the stud 14 of the upper floor via a hole part bored in a slab 13, and is fixed by fixtures 21 and 22. The tension material 20 is inserted into the hole part 17 of the lower end side baseplate 16a and the holer part 17 of the upper end side baseplate 16b of the stud 14 of the lower floor via the hole part bored in the slab 13, and is fixed by the fixtures 21 and 22.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供钢架现有建筑物的螺柱的安装结构，而不需要移除现有的板甲板，容易施工，并且能够消除由该焊接工作引起的焊接工作和辅助工作。解决方案：底板16a和16b一体地布置在螺柱14的上下端部，并且多个加强构件18插入在上下梁12的上下部凸缘12a和12b之间。张力材料20通过钻孔在板坯13中的孔部分插入上端基板16b的孔部17和上层的螺柱14的下端侧基板16a的孔部17，并且固定通过夹具21和22将拉伸材料20插入下端侧基板16a的孔部17和下层的螺柱14的上端侧基板16b的槽部17上，板坯13，并由固定装置21和22固定。版权所有（C）2007，JPO＆INPIT

6. 发明专利

JP2006183250A Building having aseismatic reinforcing structure and aseismatic reinforcing method of building 有权
标题翻译：具有建筑物抗震加固结构和抗震加固方法的建筑
公开(公告)号：JP2006183250A
公开(公告)日：2006-07-13
申请号：JP2004375216
申请日：2004-12-27
申请人： Kayaba Ind Co Ltd , Kozo Keikaku Engineering Inc , Taisei Corp , カヤバ工業株式会社 , 大成建設株式会社 , 株式会社構造計画研究所
发明人： AONO HIDESHI , TAKAYAMA MASAHARU , KIMURA YUICHI , TSUYUKI YASUO , TAKAHASHI OSAMU
IPC分类号： E04H9/02 , E04G23/02 , F16F9/20 , F16F9/32 , F16F9/48
摘要： PROBLEM TO BE SOLVED: To provide a building and an aseismatic reinforcing method for arranging a seismic response control structure part in the building, capable of aseismatically reinforcing an existing skeleton structure by a seismic response control device, without reinforcing a member cross section of an existing column of respective layers.
SOLUTION: This multilayer building has an aseismatic reinforcing structure for arranging the seismic response control structure part in the existing skeleton structure. The aseismatic reinforcing structure is constituted by arranging the seismic response control structure part in an opening part surrounded by mutually opposed existing columns of the existing skeleton structure and upper-lower existing beams horizontally installed between these existing columns. The seismic response control structure part is composed of a reinforcing skeleton part having a damper. The damper constitutes damper restoring force for gradually reducing damping force in a predetermined damping force-reducing gradient for increasing deformation in a deformation area between a predetermined damping force reduction starting deformation point and a stroke end. The existing column constitutes a column-less yield strength reinforcing structure even after reinforcement by reducing column adding axial force acting on the existing column connected with the seismic response control structure part.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于在建筑物中布置地震响应控制结构部件的建筑物和抗震加强方法，能够通过地震响应控制装置来积极地加强现有骨架结构，而不会加强构件横截面的各层的现有列。解决方案：该多层建筑具有抗震加固结构，用于在现有骨架结构中布置地震响应控制结构部分。抗震加固结构通过将地震响应控制结构部分布置在由现有骨架结构的相互相对的现有列围绕的开口部分和水平安装在这些现有列之间的上下部现有梁之间。地震响应控制结构部分由具有阻尼器的加强骨架部分组成。阻尼器构成用于逐渐减小预定的阻尼力减小梯度中的阻尼力的阻尼器恢复力，用于增加预定的减震起始变形点和行程端之间的变形区域中的变形。即使加强后，现有的塔也构成了无柱屈服强度的强化结构，通过减少作用在与地震响应控制结构部分连接的现有柱上的轴向力来增加轴向力。版权所有（C）2006，JPO＆NCIPI

7. 发明专利

JP2006016931A Anchor frame 有权
标题翻译：锚架
公开(公告)号：JP2006016931A
公开(公告)日：2006-01-19
申请号：JP2004198249
申请日：2004-07-05
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 , E04B1/41
摘要： PROBLEM TO BE SOLVED: To provide an anchor frame which facilitates horizontal setting of its support plate.
SOLUTION: The anchor frame has the support plate 2 which is formed like a square frame, and leg members 3 arranged on each side of a lower surface of the support frame 2. Each leg member 3 is formed by bending a metallic flat plate as a stepped member, and has a horizontal lower plate portion 3a, an erect plate portion 3b vertically erecting from an end of the lower plate portion 3a, and a horizontal upper plate portion 3c extending from an upper end of the erect plate portion 3b in a direction opposed to the direction of the lower plate portion 3b. The upper plate portion 3c is firmly welded to the lower surface of the support plate 2, and each side edge of the support plate 2 is spaced away from the erect plate portion 3b toward the tip of the upper plate portion 3c.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种有助于其支撑板的水平设置的锚固框架。解决方案：锚固框架具有形成为方形框架的支撑板2和布置在支撑框架2的下表面的每一侧上的腿部构件3.每个腿部构件3通过弯曲金属平板并且具有水平的下板部分3a，从下板部分3a的一端垂直竖立的竖立板部分3b和从竖直板部分3b的上端延伸的水平上板部分3c 在与下板部3b的方向相反的方向上。上板部分3c牢固地焊接到支撑板2的下表面，并且支撑板2的每个侧边缘朝向上板部分3c的顶端与直立板部分3b间隔开。版权所有（C）2006，JPO＆NCIPI

8. 发明专利

JP2004197318A Joint structure 审中-公开
标题翻译：联合结构
公开(公告)号：JP2004197318A
公开(公告)日：2004-07-15
申请号：JP2002363642
申请日：2002-12-16
申请人： Taisei Corp , 大成建設株式会社
发明人： AONO HIDESHI , KAWABATA KAZUMI , TAKAYAMA MASAHARU , KIMURA YUICHI
IPC分类号： E04B1/24 , E04B1/18 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a joint structure of an exposed pier and a reinforced concrete structural body capable of obtaining economical and simple reinforcement arrangement by taking a stress condition or the like of each pier into consideration.
SOLUTION: A required number of plurality of main reinforcements in a lower layer reinforced concrete column 20 are used for anchor bolts in common. A base plate 11 integrally formed at the lower face of a pier 10a of a steel frame column 10 and the lower layer reinforced concrete column are jointed by the main reinforcements 21 used for the anchor bolt in common. The bond of the concrete 25 of the lower layer reinforced concrete column with the main reinforcements used for the anchor bolts in common is removed within a range of a specified length from the upper end of the lower layer RC column in the joint structure K.
COPYRIGHT: (C)2004,JPO&NCIPI
摘要翻译：要解决的问题：提供一种暴露的墩和钢筋混凝土结构体的接合结构，其能够通过考虑每个墩的应力条件等来获得经济和简单的加强布置。解决方案：下层钢筋混凝土柱20中所需的多个主加强件的共同使用的锚固螺栓。一体地形成在钢架柱10的墩10a的下表面的基板11和下层钢筋混凝土柱由用于锚栓的主加固件21共同连接。下层钢筋混凝土柱的混凝土25与用于锚固螺栓的主要加强件的接合在从接合结构K中的下层RC柱的上端规定的长度的范围内被去除。 P>版权所有（C）2004，JPO＆NCIPI

9. 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

10. 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.

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