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1. 发明专利

JP2011132726A Foundation structure and base isolation structure equipped therewith 有权
标题翻译：基础结构和基础隔离结构
公开(公告)号：JP2011132726A
公开(公告)日：2011-07-07
申请号：JP2009292434
申请日：2009-12-24
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： KAMIMURA MASAYUKI , TAMURA AKIO , SUGAYA KIMIHIKO , SAKATA MASANORI
IPC分类号： E02D27/01 , E02D27/12 , E02D27/34 , E02D31/02
摘要： PROBLEM TO BE SOLVED: To reduce breakage and damages to a concrete foundation resulting from ground deformation, while securing water cut-off performance. SOLUTION: Adjacent foundation slabs 20 are connected to each other with concrete connecting bodies 22 smaller in rigidity than these foundation slabs 20. The joint space 28 between the adjacent foundation slabs 20 are embedded with the concrete connecting bodies 22, inhibiting the intrusion of water from the ground 18 on the support surface 20A of the concrete connecting bodies. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：减少地面变形引起的混凝土基础的破坏和破坏，同时确保断流性能。
解决方案：相邻的基础板20彼此连接，混凝土连接体22的刚度小于这些基础板20。相邻的基础板20之间的接合空间28被嵌入混凝土连接体22，从而抑制入侵的水从地面18在混凝土连接体的支撑表面20A上。版权所有（C）2011，JPO＆INPIT

2. 发明专利

JP2008175004A Seismic response control member and seismic response control building used for boundary beam 有权
标题翻译：用于边界梁的地震反应控制构件和地震反应控制建筑
公开(公告)号：JP2008175004A
公开(公告)日：2008-07-31
申请号：JP2007010747
申请日：2007-01-19
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： ASO NAOKI , KAWAI HIROSHI , OTA HIROAKI , SAKATA MASANORI , OTA YOSHIHIRO , KIMURA HIDEKI , KANEKO HIROFUMI , KEI TAKAHIRO , YAMAMOTO MASAYUKI
IPC分类号： E04H9/02 , E04B1/18 , F16F7/12 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a seismic response control member constituted to be capable of freely adjusting a historical characteristic in response to horizontal force acting on a building and deformation of a frame in an earthquake; and a seismic response control building for securing and improving seismic response control performance by arranging the seismic response control member in an intermediate part of a reinforced concrete or steel frame reinforced concrete boundary beam for joining a column and a column or an earthquake resistant wall and an earthquake resistant element such as the column. SOLUTION: Upper-lower steel flanges 3b and 3b and a plurality of steel webs 3c. etc. vertically arranged at an interval between the upper-lower steel flanges 3b and 3b, are incorporated between a pair of steel end plates 3a and 3a. The seismic response control member 3 formed by integrally joining a steel end plate 3a, the steel flange 3b and the steel web 3c, is arranged in the intermediate part 2a of the reinforced concrete or steel frame reinforced concrete boundary beam 2 for joining the column 1 and the column 1 or the earthquake resistant wall 8 and the earthquake resistant element such as the column 1. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种地震响应控制构件，其构造成能够响应于作用在建筑物上的水平力和地震中的框架的变形而自由地调整历史特性; 以及用于通过将地震响应控制构件布置在钢筋混凝土或钢框架钢筋混凝土边界梁的中间部分中来确保和改善地震响应控制性能的地震响应控制建筑物，用于连接柱和柱或抗震墙和耐震元件如柱。
解决方案：上下钢凸缘3b和3b以及多个钢腹板3c。在上下钢凸缘3b和3b之间以一定间隔垂直设置的一对钢制端板3a和3a结合在一起。在钢筋混凝土或钢框架钢筋混凝土边界梁2的中间部分2a中设置由钢板3a，钢筋凸缘3b和钢筋网3c整体连接而形成的地震响应控制构件3，用于连接柱1 柱1或抗震墙8和抗震元件如柱1。版权所有（C）2008，JPO＆INPIT

3. 发明专利

JP2014005692A Column-beam joint structure and column-beam joint method 有权
标题翻译：柱梁接头结构和柱梁接头方法
公开(公告)号：JP2014005692A
公开(公告)日：2014-01-16
申请号：JP2012143258
申请日：2012-06-26
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： ISHIKAWA TOMOAKI , HIROSHIGE TAKAAKI , SAKATA MASANORI , OKAMURA SHOKO , KANEKO HIROFUMI , USHIWATA FUMI
IPC分类号： E04B1/24 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a column-beam joint structure by field construction, capable of transmitting a bending moment from a web to a column flange without transmitting the bending moment by a gusset plate, and a column-beam joint method.SOLUTION: A column-beam joint structure 10 includes a steel column 12 and an H-shaped steel beam 14. In the H-shaped steel beam 14, a web bevel 18F formed at an end face of a web 18, and flange bevels 16F and 17F respectively formed at end faces of an upper flange 16 and a bottom flange 17 and opening upward are provided, and the web bevel 18F and a column flange 30 of the column 12 are butted to each other and welded. When the column 12 is an inner diaphragm type, the flange bevels 16F and 17F and the column flange 30 are butted to each other and welded. When the column 12 is a through diagram type or an outer diaphragm type, the flange bevels 16F and 17F and a diaphram are butted to each other and welded.
摘要翻译：要解决的问题：通过现场施工提供柱梁接头结构，能够将弯矩从腹板传递到柱凸缘而不通过角撑板传递弯矩，以及柱梁接头方法。解决方案：柱梁接头结构10包括钢柱12和H形钢梁14.在H形钢梁14中，形成在腹板18的端面处的腹板斜面18F和凸缘斜面16F和17F 分别形成在上凸缘16和底部凸缘17的端面上并且向上开口，并且柱形斜边18F和柱12的柱凸缘30彼此对接并焊接。当柱12是内隔膜型时，凸缘斜面16F和17F和柱凸缘30彼此对接并焊接。当柱12是透视图型或外隔膜型时，凸缘斜面16F和17F和双层彼此对接并焊接。

4. 发明专利

JP2011256598A Concrete wall mounting structure 有权
标题翻译：混凝土墙面安装结构
公开(公告)号：JP2011256598A
公开(公告)日：2011-12-22
申请号：JP2010131884
申请日：2010-06-09
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： KAMIMURA MASAYUKI , TAMURA AKIO , KAWAI KANTA , SAKATA MASANORI
IPC分类号： E04B1/30
摘要： PROBLEM TO BE SOLVED: To provide a concrete wall mounting structure which reduces the rigidity exhibited by a concrete wall.SOLUTION: A lower end 10B of a concrete wall 10 is connected with a floor slab 18 by a plate material 20 and a connecting reinforcement 22 as lower connecting means to be rotatable in the out-of-plane direction of the concrete wall 10, while an upper end 10A of the concrete wall 10 is connected with a steel frame 14 by a connector 26 as upper connecting means. The connector 26 has a pair of holding members 30, between which the upper end 10A of the concrete wall 10 is disposed. By the connector 26, the steel frame 14 and the upper end 10A of the concrete wall 10 are connected with each other to be rotatable (pin joint) in the out-of-plane direction of the concrete wall 10 while to be slidable in the in-plane direction of the concrete wall 10.
摘要翻译：要解决的问题：提供一种混凝土壁安装结构，其降低混凝土墙体的刚性。解决方案：混凝土墙10的下端10B通过板材20和连接加强件22与楼板18连接，作为下连接装置，可在混凝土墙的平面外方向上旋转 10，而混凝土墙10的上端10A通过作为上连接装置的连接器26与钢框架14连接。连接器26具有一对保持构件30，混凝土壁10的上端10A设置在该保持构件30之间。通过连接器26，钢框架14和混凝土墙10的上端10A彼此连接以在混凝土墙10的平面外方向上可旋转（销接头），同时能够在混凝土墙面的平面方向10.版权所有（C）2012，JPO＆INPIT

5. 发明专利

JP2008096063A Foundation pile serving also as underground heat exchanger, installing method for underground heat exchanger, and underground heat exchanger 审中-公开
标题翻译：地基热交换器，地下热交换器和地下热交换器的安装方法
公开(公告)号：JP2008096063A
公开(公告)日：2008-04-24
申请号：JP2006280315
申请日：2006-10-13
申请人： Hokuryo Sangyo Kk , Takenaka Komuten Co Ltd , 北菱産業株式会社 , 株式会社竹中工務店
发明人： MASUDA HITOSHI , MIYAMOTO KAZUHIDE , NITORI MASANORI , HASEGAWA KEIICHI , SAKATA MASANORI
IPC分类号： F24J3/08 , E02D5/30 , F28D20/00
CPC分类号： Y02E10/10 , Y02E60/142 , Y02E70/30
摘要： PROBLEM TO BE SOLVED: To extensively reduce installation costs by easily and positively installing an underground heat exchanger.
SOLUTION: In the foundation pile 1 serving also as the underground heat exchanger, a heat exchange pipe 20 is attached to a hollow part 11 of a ready-made hollow pile body 10 comprising a cylinder extending along a center axis O. The ready-made hollow pile body 10 and the heat exchange pipe 20 are provided with a lifting preventing means for preventing lifting of the heat exchange pipe 20, and cover members 26, 27 for preventing intrusion of foreign matter into the hollow part 11 are attached to an upper end opening and a lower end opening of the ready-made hollow pile body 10.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：通过轻松积极地安装地下热交换器来大大降低安装成本。解决方案：在还用作地下热交换器的基础桩1中，将热交换管20附接到现有的中空桩体10的中空部分11，该中空部分11包括沿着中心轴线O延伸的圆柱体。现有的空心桩体10和热交换管20设置有用于防止热交换管20的提升的防止装置，并且用于防止异物侵入中空部11的盖构件26,27附接到现成的空心桩体10的上端开口和下端开口。（C）2008，JPO＆INPIT

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