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1. 发明专利

JP2013221334A Column base pin structure 有权
标题翻译：柱状针结构
公开(公告)号：JP2013221334A
公开(公告)日：2013-10-28
申请号：JP2012093937
申请日：2012-04-17
申请人： Shimizu Corp , 清水建設株式会社 , Nippon Steel & Sumitomo Metal , 新日鐵住金株式会社
发明人： SAGAWA TAKAYUKI , ISHII DAIGO , SAKAMOTO SHINICHI , KITAOKA SATOSHI , ITO HIROSHI
IPC分类号： E04B1/58 , E04B1/30
摘要： PROBLEM TO BE SOLVED: To provide a column base pin structure for actualizing rational pin joint of the column base of a SRC column to a foundation.SOLUTION: In the column base pin structure, the lower end of a core steelwork 2 of a SRC column 1 is fixed to a foundation 4 with anchor bolts 5, in the state that a covering concrete 3 of the column is isolated from the foundation, shearing bars 6 are arranged striding between the lower part of the covering concrete and the foundation, and elastic materials 7 are mounted therebetween so that the relative displacement in the horizontal direction of the column to the foundation is constrained by the shearing capacity of the shearing bars and the relative rotation in a vertical plane of the column to the foundation is permitted by the elastically deforming performance in the thickness directions of the elastic materials. The core steelwork is installed at the center position in the cross direction of the column used as a wall column, the shearing bars are arranged at positions on both sides of the core steelwork between the lower part of the covering concrete and the foundation, and hard rubber sheets as the elastic materials are mounted therebetween.
摘要翻译：要解决的问题：提供一种用于实现SRC柱的柱基的合理的针接头到基座的柱底销结构。解决方案：在柱底销结构中，SRC柱的芯钢结构2的下端 1以锚固螺栓5固定在基础4上，在该塔的覆盖混凝土3与基础隔离的状态下，剪切杆6布置在覆盖混凝土的下部与基础之间，弹性材料 7安装在它们之间，使得塔的水平方向相对于地基的相对位移受到剪切杆的剪切能力的限制，并且通过弹性变形性能允许塔的垂直平面中与基座的相对旋转在弹性材料的厚度方向上。核心钢结构安装在用作墙柱的柱的横向的中心位置，剪切杆布置在覆盖混凝土的下部与基础之间的芯钢结构的两侧的位置，并且硬橡胶片作为弹性材料安装在它们之间。

2. 发明专利

JP2010242449A Seismic response control repair structure and seismic response control repair method for existing building 审中-公开
标题翻译：地震反应控制修复结构及地震响应控制修复方法
公开(公告)号：JP2010242449A
公开(公告)日：2010-10-28
申请号：JP2009095028
申请日：2009-04-09
申请人： Shimizu Corp , 清水建設株式会社
发明人： HANZAWA TETSUYA , SAKAMOTO SHINICHI
IPC分类号： E04H9/02 , E04G23/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a seismic response control repair structure and a seismic response control repair method for an existing building executable as it is, even without a sufficient space around the building.
SOLUTION: The seismic response control repair structure includes a mass body 16 installed at the top 12a of the building, and columns 14 installed at the outer periphery 12b of the building to support the weight of the mass body 16, and interposes rigid mechanisms 18 and a damping mechanism 20 between the mass body 16 and the top 12a of the building. In this case, the weight of the mass body 16 may be about 10% of the weight of the building 12, and the mass body 16 may be constituted to include a warehouse, a living room or a rooftop seeding and planting structure.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：即使在建筑物周围没有足够的空间，为现有建筑物可执行的地震响应控制修复结构和地震响应控制修复方法也是如此。解决方案：地震响应控制修复结构包括安装在建筑物顶部12a处的质量体16和安装在建筑物的外周边12b处的柱14，以支撑质量体16的重量，并且插入刚性机构18和在建筑物的质量体16和顶部12a之间的阻尼机构20。在这种情况下，质量体16的重量可以是建筑物12的重量的约10％，并且质量体16可以构成为包括仓库，客厅或屋顶播种和种植结构。版权所有（C）2011，JPO＆INPIT

3. 发明专利

JP2007016577A Joint structure for skeleton 有权
标题翻译： SKELETON联合结构
公开(公告)号：JP2007016577A
公开(公告)日：2007-01-25
申请号：JP2005260688
申请日：2005-09-08
申请人： Shimizu Corp , 清水建設株式会社
发明人： ISHII DAIGO , SAKAMOTO SHINICHI
IPC分类号： E04B1/58 , E04B1/24
摘要： PROBLEM TO BE SOLVED: To provide a joint structure for a skeleton by which a structural member and a ring panel can be reused by pulling the structural member (the skeleton) like a column or a beam out of the ring panel without breaking the ring panel.
SOLUTION: An insulation plate 40 is interposed in the gap so that the adhesive force of a mortar to a lower joint column 10, an upper joint column 20 or the ring panel 30 may be reduced. A plurality of insulation plates 40 are arranged side by side along the peripheries of the lower joint column 10 and the upper joint column 20 covered by the ring panel 30 and are longitudinally provided to extend in an extending direction of a cylindrical shape of the ring panel 30. The insulation plates 40 are fixed in the gap by the mortal filled in the gap. A longitudinal directional end part (a gripping part) protrudes from an outer surface of the mortar filled in the gap.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于骨架的接头结构，通过将结构构件（骨架）像柱或梁一样从环形板拉出而不会断裂，通过该结构构件和环形板可以重新使用结构构件和环形板环形面板。解决方案：绝缘板40插入在间隙中，使得可以减小砂浆到下接头柱10，上接头柱20或环板30的粘合力。多个绝缘板40沿着下接头柱10的周边和由环板30覆盖的上接头柱20并排设置，并且纵向设置成沿环形板的圆柱形的延伸方向延伸绝缘板40通过填充在间隙中的凡人被固定在间隙中。纵向方向端部（抓握部）从填充在间隙中的砂浆的外表面突出。版权所有（C）2007，JPO＆INPIT

4. 发明专利

JP2004225364A Column-beam connection 有权
公开(公告)号：JP2004225364A
公开(公告)日：2004-08-12
申请号：JP2003014069
申请日：2003-01-22
申请人： Shimizu Corp , 清水建設株式会社
发明人： SAKAMOTO SHINICHI , TAMURA KAZUO , TERADA TAKEHIKO
IPC分类号： E04B1/24 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a column-beam joint unnecessitating gas cutting for disassembling of a building after use by removing welding works from the column-beam joint. SOLUTION: The column-beam joint 1 is constituted of a column 2 in which a lower connection diaphragm 4-1 is fixedly attached to the lower side of the beam joint part, a beam 3 placed onto the external diaphragm 4, and a retaining member 5 of the beam provided in the upper side connection diaphragm 4-2 arranged while loosely fitting the column to the upper side of the beam 3 and the beam provided on the upper and lower connection diaphragms. The upper and lower side connection diaphragms are connected by joint bolts 6 or the beam flange and each connection diaphragm are connected by the joint bolts. COPYRIGHT: (C)2004,JPO&NCIPI

5. 发明专利

JP2004141945A Method for electroslag welding of diaphragm in box section column 审中-公开
标题翻译：膜片焊接电极焊接方法
公开(公告)号：JP2004141945A
公开(公告)日：2004-05-20
申请号：JP2002311219
申请日：2002-10-25
申请人： Shimizu Corp , Ttk Corp , 株式会社東京鐵骨橋梁 , 清水建設株式会社
发明人： TANAKA MASAHITO , KURAMOCHI MITSUGI , KOSHIDA KAZUNORI , INUBUSHI AKIRA , SUZUKI NORIO , FUKAI SHIGENORI , SAKAMOTO SHINICHI
IPC分类号： B23K25/00
摘要： PROBLEM TO BE SOLVED: To provide a method for the electroslag welding of a diaphragm in a box section column which is capable of shortening the welding time as well as attaining a reduction in cost by cutting the consumption of welding rods, enhances toughness of a welded part and reduces welding distortion by restraining an increase of a heat input at the welded part, and can enhance product quality.
SOLUTION: In the method of the electroslag welding of the diaphragm in the box section column, a welding wire 8 is fused and welded with a skin plate 2 and the diaphragm 1. A bevel is provided between the side face of either one of the skin plate 2 or the diaphragm 1 and the end face of the other facing the side face of the one, and both sides of the bevel are enclosed with a backing board 4. Molten slag 7 is made to intervene in the bevel, and the welding wire 8 is put into the molten slag 7 and is electrified. The welding wire 8 is continuously supplied into the molten slag 7 and moved upward. The sectional form of the end face of the other is made sharply pointed.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：为了提供一种能够缩短焊接时间并且通过切割焊条的消耗来实现成本降低的盒式立柱中的隔膜的电渣焊接方法，提高韧性的焊接部，通过抑制焊接部的热输入的增加来减少焊接变形，能够提高产品质量。解决方案：在盒式立柱中隔膜的电渣焊接方法中，将焊丝8熔合并焊接有皮肤板2和隔膜1.在任一个的侧面之间设置斜面的皮肤板2或隔膜1，另一个的端面面向一侧的侧面，并且斜面的两侧被背衬板4包围。使熔渣7插入斜面中，并且将焊丝8放入熔渣7内通电。焊丝8被连续供给到熔渣7中并向上移动。另一个的端面的截面形状被尖锐地尖锐。版权所有（C）2004，JPO

6. 发明专利

JP2008031765A Joint structure of steel column and steel beam 有权
标题翻译：钢柱和钢梁的接头结构
公开(公告)号：JP2008031765A
公开(公告)日：2008-02-14
申请号：JP2006207957
申请日：2006-07-31
申请人： Shimizu Corp , 清水建設株式会社
发明人： HANZAWA TETSUYA , ISODA KAZUHIKO , SAKAMOTO SHINICHI
IPC分类号： E04B1/24 , E04B1/98
摘要： PROBLEM TO BE SOLVED: To provide a joint structure of a steel column and a steel beam effective and appropriate for assuring an energy-absorption capacity at the beam end sufficiently.
SOLUTION: A bracket 3 having a damper function is interposed between a steel beam 2 and a steel column 1. The bracket is composed of an upper and a lower flanges as well as a shear panel 5 while its bending rigidity and flexural yield strength is set larger than those of the steel beam. Furthermore, the shear strength is set in such a way that the shear panel is shear-yielded prior to the steel beam. The ends of the steel beam is fastened at two positions of a base end and a tip end of the bracket while at least one part is pin-joined of flanges with a sear-strength transmitting bolt 12, so as to enlarge the sear strength applied to the steel beam using the principle of leverage and to transmit it to the bracket.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供钢柱和钢梁的接合结构，其有效且适合于确保梁端部的能量吸收能力足够。解决方案：具有阻尼功能的支架3插入在钢梁2和钢柱1之间。支架由上下凸缘以及剪切板5组成，而其弯曲刚度和弯曲屈服强度大于钢梁强度。此外，剪切强度设定为使得剪切板在钢梁之前剪切产生。钢梁的端部被紧固在支架的基端和末端的两个位置处，而至少一个部分是通过一个冲击强度传递螺栓12与法兰的销连接，以便增加施加的冲击强度使用杠杆原理将钢梁传输到支架。版权所有（C）2008，JPO＆INPIT

7. 发明专利

JP2007303264A Joint structure of steel column and steel beam 有权
标题翻译：钢柱和钢梁的接头结构
公开(公告)号：JP2007303264A
公开(公告)日：2007-11-22
申请号：JP2006207956
申请日：2006-07-31
申请人： Shimizu Corp , 清水建設株式会社
发明人： HANZAWA TETSUYA , ISODA KAZUHIKO , SAKAMOTO SHINICHI
IPC分类号： E04H9/02 , E04B1/24 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a joint structure of a steel column and a steel beam, which is effective and appropriate enough for fully assuring an energy absorption capacity at a beam end. SOLUTION: A bracket 3 having a damper property is interposed between a steel beam 2 and a steel column 1. The bracket has an upper and a lower flanges 4 fixed on the steel column and a shear panel 5 which is composed of a steel panel and is provided between the flanges. A bending rigidity and a bending yield strength are set larger than those of the steel beam while the shear panel is shear-yielded prior to the steel beam. The ends of the steel beam are respectively joined with pins to two positions of a base part and a tip end part of the bracket, so that the end of the steel beam is rigidly connected in structural mechanics with the steel column via the bracket. The steel beam is composed of a main body part formed of an H-steel and a connection end part formed of a channel-shaped steel. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供钢柱和钢梁的接合结构，其有效和适当地足以充分确保梁端的能量吸收能力。解决方案：具有阻尼特性的支架3插入在钢梁2和钢柱1之间。支架具有固定在钢柱上的上凸缘4和下凸缘4，以及剪切板5，其由钢板并设置在凸缘之间。弯曲刚度和弯曲屈服强度设定为大于钢梁的弯曲刚度和弯曲屈服强度，同时剪切板在钢梁之前剪切产生。钢梁的端部分别与销接合到支架的基部和末端部分的两个位置，使得钢梁的端部通过支架与钢柱结构力学刚性连接。钢梁由H钢形成的主体部和由通道状钢构成的连接端部构成。版权所有（C）2008，JPO＆INPIT

8. 发明专利

JP2007039952A Steel pipe column and steel pipe column connection method 有权
标题翻译：钢管和钢管连接方法
公开(公告)号：JP2007039952A
公开(公告)日：2007-02-15
申请号：JP2005224628
申请日：2005-08-02
申请人： Shimizu Corp , 清水建設株式会社
发明人： SAKAMOTO SHINICHI
IPC分类号： E04B1/24 , E04B1/58 , E04C3/32
摘要： PROBLEM TO BE SOLVED: To provide a steel pipe column which is constructed by rigidly connecting lower column section and an upper column section together simply and easily without welding the lower and upper column sections in the construction field of a steel skeleton building.
SOLUTION: The steel pipe column is comprised of the lower column section 1, the upper column section 2, joint panels 3, and mortar. The lower column section 1 has erection pieces 11 which are each erected outward therefrom in a column section extending direction, and a bearing bar formed on an upper external peripheral surface thereof. The upper column section 2 has erection pieces 21 which are each erected outward therefrom in a column section extending direction, and a bearing bar formed on a lower external peripheral surface thereof. The joint panels 3 each connect between the erection pieces of the lower and upper column sections in a manner being spaced away from the external peripheral surfaces of the lower and upper column sections and covering a joint portion between the lower and upper column sections. The mortar is filled in a gap between each of the lower and upper column sections 1, 2 and the joint panels 3.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种钢管柱，其通过将钢管骨架建筑物的结构区域中的下部和上部部分焊接在一起而简单且容易地将下部柱部和上部柱部刚性连接而构成。
解决方案：钢管柱由下柱部分1，上柱部分2，接合面板3和砂浆组成。下列部分1具有竖立在列部分延伸方向上的向外的竖立件11和形成在其上外周表面上的支承杆。上柱部分2具有竖立在柱部分延伸方向上的向外的竖立件21和形成在其下外周表面上的支承杆。接合面板3以与下列部分和上部部分的外周表面间隔开的方式连接在下部和上部部分的竖立件之间并且覆盖下部和上部部分之间的接合部分。砂浆填充在每个下列部分和上部分部分1,2和接合面板3之间的间隙中。版权所有：（C）2007，JPO＆INPIT

9. 发明专利

JP2007033050A Strain sensor 审中-公开
标题翻译：应变传感器
公开(公告)号：JP2007033050A
公开(公告)日：2007-02-08
申请号：JP2005212461
申请日：2005-07-22
申请人： Nippon Paint Co Ltd , Shimizu Corp , 日本ペイント株式会社 , 清水建設株式会社
发明人： HORIE TATSUMI , SAKAMOTO SHINICHI , TERADA TAKEHIKO , ISODA KAZUHIKO , NACHI HIROSHI , UEDA TAKANOBU , KUBO SHINJI , HAMADA SUSUMU
IPC分类号： G01B7/16
摘要： PROBLEM TO BE SOLVED: To provide a convenient and inexpensive strain sensor dispensing with a cost for a measuring instrument, an installation location, etc. SOLUTION: This strain sensor for detecting a strain of a member 1 under detection comprises the member 1 and a coating portion 2 obtained by coating the member 1 with a coating material. When the member 1 undergoes a strain larger than a prescribed value, a crack portion 3 develops in the coating portion 2. This makes it possible to conveniently and inexpensively perform strain detection and to simply check the soundness of the member and the degree of damage of the member after an earthquake, etc. COPYRIGHT: (C)2007,JPO&INPIT

10. 发明专利

JP2006328821A Fire-resistant coating structure of synthetic fire-resistant beam 有权
标题翻译：合成耐火梁的防火涂料结构
公开(公告)号：JP2006328821A
公开(公告)日：2006-12-07
申请号：JP2005154471
申请日：2005-05-26
申请人： Nichias Corp , Shimizu Corp , ニチアス株式会社 , 清水建設株式会社
发明人： SAITO HIDETO , SAKAMOTO SHINICHI , TATEISHI YASUTOSHI , HORIE TATSUMI , ONUKI HISAFUMI , TSUNETANI MASAHIKO
IPC分类号： E04B1/94 , E04B5/29 , E04B5/32
摘要： PROBLEM TO BE SOLVED: To provide a fire-resistant coating structure of a synthetic fire-resistant beam according to a building standard law which improves execution work at the site and achieves cost down by reducing a fire-resistant coating material.
SOLUTION: The synthetic fire-resistant beam 10 comprises a steel-framed beam 20 with an H shaped cross section whose both ends are supported and a floor 30 which is rigidly joined to an upper flange surface 22 of the steel-framed beam 20. The floor 30 is provided with a deck plate 39 which has alternately repeated uneven wave shapes on the lower surface side. A protrusion 31 of the deck plate 39 abuts on the upper flange surface 22 of the steel-framed beam 20 and a stud bolt 45 is mounted on the abutted part to rigidly join the floor 30 to the steel-framed beam 20, so that the integrated synthetic fire-resistant beam 10 is formed. A filler is not filled into a void part 28 formed between a recess 34 of the deck plate 39 and the upper flange surface 22 of the steel-framed beam 20.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：根据建筑标准法提供合成耐火梁的耐火涂层结构，其改善现场的执行工作并通过减少耐火涂层材料降低成本。解决方案：合成耐火梁10包括具有H形横截面的钢框架梁20，其两端被支撑，并且与钢框梁的上凸缘表面22刚性接合的地板30 地板30设置有在下表面侧交替重复不均匀波形的甲板板39。甲板板39的突起31邻接在钢框梁20的上凸缘表面22上，并且双头螺栓45安装在邻接部分上以将地板30刚性地连接到钢框梁20上，形成综合合成耐火梁10。填料没有填充到形成在甲板板39的凹部34和钢框梁20的上凸缘表面22之间的空隙部分28中。（C）2007，JPO＆INPIT

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