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1. 发明专利

JP2014148783A Seismic resistant frame structure 有权
标题翻译：抗震框架结构
公开(公告)号：JP2014148783A
公开(公告)日：2014-08-21
申请号：JP2013016501
申请日：2013-01-31
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： KATAYAMA TAKESHI , YAMASHITA YASUHIKO , OKADA MITSUHIRO , ONO MASATO , KOKONNO MASARU , KUMAGAI TAKAFUMI , IGURO FUMIHIKO , KUSUNOKI TOSHIHIRO , AZEYANAGI AYUMI
IPC分类号： E04H9/02 , E04B1/58 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a seismic resistant frame structure that enables a seismic resistance of a frame to be easily and beautifully improved by using a brace made of a lightweight and easy-to-work woody material and furthermore is hardly damaged after construction.SOLUTION: There is provided the seismic resistance frame structure in which a brace 4 made of a woody material is provided in a plane of structure of a frame 3. Holders 6 which hold ends 4A of the brace 4 while movement of the ends 4A of the brace 4 in the axial direction of the brace 4 so as to separate from the holders is permitted and the movement of the ends 4A of the brace 4 so as to come close to the holders is restricted, is attached to the frame 3. The brace 4 is attached in the plane of structure of the frame 3 while at least one end of the brace 4 is held with the holder 6.
摘要翻译：要解决的问题：提供一种抗震框架结构，通过使用由轻质且易于使用的木质材料制成的支架，能够容易且美观地改善框架的抗震性，并且在施工后几乎不被损坏。解决方案：提供了抗震框架结构，其中由木质材料制成的支架4设置在框架3的结构平面中。支架6在支撑件4的端部4A的运动的同时保持支架4的端部4A 在支架4的轴向方向上的支架4被允许与支架分离，并且限制支架4的端部4A以便靠近支架的移动，附接到框架3上。支架 4被固定在框架3的结构平面上，同时支架4的至少一端与支架6保持在一起。

2. 发明专利

JP2013096085A Wooden wall 有权
标题翻译：木墙
公开(公告)号：JP2013096085A
公开(公告)日：2013-05-20
申请号：JP2011237499
申请日：2011-10-28
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： ONO MASATO , SHIRAHASE TOMOYUKI , FUKUMOTO KOJI
IPC分类号： E04B2/56
摘要： PROBLEM TO BE SOLVED: To provide a wooden wall capable of improving rigidity.SOLUTION: A plurality of pieces of first vertical timber 30X are arranged on the side of one side face 20S1 of lateral timber 20. The plurality of pieces of first vertical timber 30X are connected to the plurality of pieces of horizontal timber 20 in a lattice shape, and a plurality of first lattice frames 42X are formed of those pieces of horizontal timber 20 and first vertical timber 30X on a top-surface side of a wooden wall 10. A plurality of pieces of second vertical timber 30Y are arranged on the side of other side faces 20S2 of the plurality of pieces of lateral timber 20. The plurality of pieces of second vertical timber 30Y are connected to the plurality of pieces of lateral timber 20 in a lattice shape, and a plurality of second lattice frames 42Y are formed of those pieces of lateral timber 20 and second vertical timber 30Y on the reverse surface side of the wooden wall 10. A first panel material 40X and a second panel material 40Y are suitably fitted to those first lattice frames 42X and second lattice frames 42Y.
摘要翻译：要解决的问题：提供能够提高刚性的木制壁。解决方案：多个第一垂直木材30X被布置在侧木材20的一个侧面20S1的侧面上。多个第一垂直木材30X连接到多个水平木材件20 格子状，多个第一格子框架42X由木壁10的上表面侧的那些水平木材20和第一垂直木材30X形成。多个第二垂直木材30Y设置在多个第二垂直木材30Y的多个第二竖向木材30Y以格子状连接到多个侧面木材20，并且多个第二格子框架42Y 由木质壁10的背面侧上的那些横向木材20和第二垂直木材30Y形成。第一面板材料40X和第二面板材料40Y适合地安装在第一台面 ce框架42X和第二格子框架42Y。版权所有（C）2013，JPO＆INPIT

3. 发明专利

JP2015042820A 基礎構造审中-公开
标题翻译：基金会结构
公开(公告)号：JP2015042820A
公开(公告)日：2015-03-05
申请号：JP2013174553
申请日：2013-08-26
申请人：株式会社竹中工務店 , Takenaka Komuten Co Ltd
发明人： HAMADA JUNJI , TANIGAWA TOMOHIRO , OKUDE HISATO , NOZAWA HIROKAZU , ONO MASATO , KIHARA TAKASHI
IPC分类号： E02D27/34 , E02D3/12 , E02D5/80
摘要：【課題】構造物に引抜き力やロッキングが生じても、水平荷重を地盤改良体に流すことができる基礎構造を提供する。【解決手段】基礎構造は、地盤14を改良した地盤改良体10と、地盤改良体10の上に構築された構造物の基礎部12と、地盤改良体10の下方の支持地盤16に定着され、基礎部12に緊張して固定されたアンカー部材18と、を有している。【選択図】図1
摘要翻译：要解决的问题：即使在结构中产生拉拔力和摇摆的情况下，也能够提供能够将水平载荷转移到土体改良体的基础结构。解决方案：基础结构包括：土壤改良体10，其中土壤14改善; 在土壤改良体10上构造的结构的基础部分12; 以及锚定构件18，锚固构件18锚固到土壤改良体10下方的承载地面16，并且以张紧状态固定到基础部分12。

4. 发明专利

JP2011052462A Steel beam with level difference, and non-bracket method of column-beam frame using the same 有权
标题翻译：具有水平差的钢梁和使用其的柱梁框架的非支撑方法
公开(公告)号：JP2011052462A
公开(公告)日：2011-03-17
申请号：JP2009202626
申请日：2009-09-02
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： SHIMANO YUKIHIRO , MAEKAWA MOTONOBU , ONUMA KAZUHIRO , HIRAYAMA TAKAYUKI , ONO MASATO , AKAZAWA SUKETAKA , KATAYAMA TAKESHI , USAMI TORU , KANEKO HIROFUMI , YAMAZAKI KENJI
IPC分类号： E04C3/06 , E04B1/18
摘要： PROBLEM TO BE SOLVED: To provide a non-bracket method eliminating redundant steel and reducing the cost by using a steel beam with a level difference which is made by assembling existing shape steels like an existing wide flange beam (H-steel), an existing I-shaped steel of different sizes. SOLUTION: The existing wide flange beam 2 having a larger beam depth is connected to each of both ends of the existing wide flange beam 1 having a smaller beam depth so that upper surfaces of upper flanges 1a, 2a of them are made flush. Further, a reinforcing rib 3 is arranged on a web 2c of the existing wide flange beam 2 having the larger beam depth in the position corresponding to a lower flange 1b of the existing wide flange beam 1 having the smaller beam depth, so that the steel beam A with the level difference, in which the beam depth of the center is different from that of the ends, is formed. By joining each of both ends of the steel beam A having the level difference to a column steel frame B at the construction site, the column-beam frame which generates a plastic hinge (a) at the level difference section is constructed. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种消除冗余钢的非支架方法，并且通过使用通过组装诸如现有的宽法兰梁（H钢）的现有形状钢制成的具有水平差的钢梁来降低成本，现有的I型不同尺寸的钢。解决方案：具有较大光束深度的现有宽法兰光束2连接到具有较小光束深度的现有宽法兰光束1的两端中的每一端，使得它们的上凸缘1a，2a的上表面被制成平齐。此外，在具有较大光束深度的现有宽法兰梁2的幅材2c上布置有加强肋3，其对应于具有较小光束深度的现有宽法兰梁1的下凸缘1b的位置，使得钢形成具有与中心的光束深度不同于端部的光束深度的光束A的光束A. 通过在施工现场将具有水平差的钢梁A的两端连接到立柱钢框架B，构成在液位差部分处产生塑性铰链（a）的柱梁框架。版权所有（C）2011，JPO＆INPIT

5. 发明专利

JP2006233701A Locking device for base-isolated building 审中-公开
标题翻译：用于基础隔离建筑物的锁定装置
公开(公告)号：JP2006233701A
公开(公告)日：2006-09-07
申请号：JP2005053423
申请日：2005-02-28
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMAMOTO SHUNJI , KUSAKA SATORU , MAEKAWA MOTONOBU , OKADA JUNICHI , YANAGISAWA NOBUYUKI , IKEUCHI KUNIE , AOKI KAZUO , IKEDA HIDEMI , MASUDA HIROYUKI , ONO MASATO , TAGAKI KINYA , MURAKAMI RIKUTA , DOI TAKASHI , KUSHIMA SOICHIRO
IPC分类号： E04H9/02 , E04H9/14 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a locking device for a base-isolated building capable of exhibiting a base isolating effect even on a small earthquake by preventing the unpleasant shake of the building in a strong wind with simple constitution difficult to fail and dispensing with an external power supply, a backup battery, an anemometer, an earthquake sensor and their control circuit or the like.
SOLUTION: In constituting the locking device for the base-isolated building 1, a wind power generator 4 is installed on the roof of the base-isolated building 1, and one of an upper structure 1A and a lower structure 1B of a base isolating layer 2 is provided with electromagnets 5, while the other is provided with attraction plates 6 so that the attraction faces are in a vertically facing state. An electric circuit 7 for supplying electric power generated by the wind power generator, to the electromagnets in real time is provided between the wind power generator and the electromagnets, and the electromagnets are excited according to the electric power supplied from the wind power generator. The attraction plates are thereby attracted to restrain horizontal movement in the base isolating layer.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供即使在小地震中也能够表现出基地隔离效果的基座隔离建筑物的锁定装置，通过防止建筑物在强风中的令人不快的震动，并且简单的结构难以失败，分配外部电源，备用电池，风速计，地震传感器及其控制电路等。解决方案：在构成基底隔离建筑物1的锁定装置时，将风力发电机4安装在基座隔离建筑物1的屋顶上，并且上部结构1A和下部结构1B中的一个基部隔离层2设置有电磁体5，而另一个具有吸引板6，使得吸引面处于垂直面对状态。在风力发电机和电磁铁之间设置用于将风力发电机产生的电力实时地供给电磁铁的电路7，并根据从风力发电机供给的电力来激励电磁铁。由此吸引吸引板来抑制基底隔离层的水平移动。版权所有（C）2006，JPO＆NCIPI

6. 发明专利

JP2006183282A Building 审中-公开
标题翻译：建造
公开(公告)号：JP2006183282A
公开(公告)日：2006-07-13
申请号：JP2004376414
申请日：2004-12-27
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： SUZUKI NAOMIKI , UEDA HIROYUKI , AOKI KAZUO , SHIMANO YUKIHIRO , WAKAMATSU KAZUNORI , HIRAYAMA KITAE , ONO MASATO
IPC分类号： E04B1/94 , A62C3/00 , A62C35/02 , E04H9/14
摘要： PROBLEM TO BE SOLVED: To provide a building capable of preventing a fire to the minimum while maintaining the beauty of the building making use of a woody structural section.
SOLUTION: In the building constituted by having the woody structural section 1, a storage section 2A storing an extinguishing material G in a dischargeable manner, and a fire extinguishing mechanism S enabling the extinguishing material G in the storage section 2A to being freely discharged to the surface through the inside of the structural section 1 by heat of the fire is provided.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供能够在使用木质结构部分的建筑物的美观的同时最大限度地防止火灾的建筑物。解决方案：在由具有木质结构部分1构成的建筑物中，存储可释放的灭火材料G的存储部分2A和使存储部分2A中的灭火材料G能够自由地的灭火机构S 提供通过火的热量通过结构部分1的内部排放到表面。版权所有（C）2006，JPO＆NCIPI

7. 发明专利

JP2015040401A 壁構造有权
标题翻译：墙结构
公开(公告)号：JP2015040401A
公开(公告)日：2015-03-02
申请号：JP2013171406
申请日：2013-08-21
申请人：株式会社竹中工務店 , Takenaka Komuten Co Ltd
发明人： SUGA JUNKO , MIYAUCHI YASUMASA , KUSUNOKI TOSHIHIRO , KINUGAWA TOSHIHIKO , AZUMA SHIGEKI , KITAHAMA TORU , ONO MASATO , FUKUHARA TAKESHI
IPC分类号： E04B2/56 , E04G23/02
摘要：【課題】耐震部材を設置することによる室空間の美観低下を低減するとともに、構造物の耐震性を向上させる。【解決手段】構造物の架構に設置された耐震部材と、前記架構により形成された室空間内側から前記耐震部材を覆うように前記架構内に配置された木質板部材と、を有する壁構造。【選択図】図2
摘要翻译：要解决的问题：减少由抗震构件的安装引起的房间空间的恶化，并提高结构的抗震性。解决方案：壁结构包括抗震构件，安装在结构框架中，以及木板构件，其以从框架形成的房间空间的内部覆盖抗震构件的方式布置在框架内。

8. 发明专利

JP2013113060A Structural member 有权
标题翻译：结构会员
公开(公告)号：JP2013113060A
公开(公告)日：2013-06-10
申请号：JP2011262745
申请日：2011-11-30
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： KOBAYASHI MICHIKAZU , IGARASHI SHINYA , YAMAMOTO SHUICHI , ONO MASATO , NONAKA TAKUMI
IPC分类号： E04B1/94
摘要： PROBLEM TO BE SOLVED: To provide a wooden structural member capable of reducing a decrease in fire resistance caused by the formation of a through-hole.SOLUTION: A burning stop part 16 is provided around a through-hole 14 penetrating a wooden member 12. The burning stop part 16 suppresses the fire having entered the through-hole 14 in the case of a fire and also suppresses the entry of the heat into the wooden member 12, and the fire stops at the burning stop part 16, which can reduce a decrease in fire resistance caused by the formation of the through-hole 14 in the wooden member 12.
摘要翻译：要解决的问题：提供一种能够减少由形成通孔引起的耐火性降低的木结构构件。解决方案：燃烧停止部16设置在穿过木构件12的通孔14的周围。燃烧停止部16在火灾的情况下抑制进入通孔14的火，并且还抑制进入的热量进入木构件12，并且火在燃烧停止部分16停止，这可以减少由木构件12中的通孔14形成引起的耐火性降低。版权所有（（ C）2013，JPO＆INPIT

9. 发明专利

JP2012219560A Column-beam joint structure and column-beam joining method 有权
标题翻译：柱梁结构和柱梁接合方法
公开(公告)号：JP2012219560A
公开(公告)日：2012-11-12
申请号：JP2011088364
申请日：2011-04-12
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： ONO MASATO , IGARASHI SHINYA , YAMAMOTO SHUICHI , SUZUKI YASUSUKE
IPC分类号： E04B1/26 , E04B1/30 , E04B1/94
摘要： PROBLEM TO BE SOLVED: To provide a column-beam joint structure capable of imparting fire resistance to a joint between a wooden column and a wooden beam having fire resistance, and a column-beam joining method for constructing the column-beam joint structure.SOLUTION: A connection plate 18 for joining a beam 14 to a column 12 by connecting a column core material 20 and a beam core material 32 together is surrounded by a second burning stop layer 34 so that a rise in the temperature of the connection plate 18 in the case of fire and after fire extinguishment can be suppressed. Thus, fire resistance can be imparted to a joint between the column 12 and the beam 14.

10. 发明专利

JP2010156125A Brace 有权
标题翻译：支撑
公开(公告)号：JP2010156125A
公开(公告)日：2010-07-15
申请号：JP2008334229
申请日：2008-12-26
申请人： Daiwa:Kk , Eiji Nagai , Takenaka Komuten Co Ltd , 株式会社ダイワ , 株式会社竹中工務店 , 栄治長井
发明人： KATAYAMA TAKESHI , ONO MASATO , WATANABE FUMIO , KONO SUSUMU , NAGAI EIJI , KONO KYOHEI
IPC分类号： E04B1/58 , E04B1/18
摘要： PROBLEM TO BE SOLVED: To easily carry out installation to and removal from an object part and to attain space saving. SOLUTION: Both ends in the longitudinal direction of a brace body 3 are provided with abutting mounting parts 4 to mounting object parts 2 respectively, and a part in the longitudinal direction of the brace body 3 is provided with a length adjusting part L that can extend and adjust the length of the brace body 3 in a state of securing compressive axial force of the brace body 3. The length adjusting part L is provided with an elongation energizing mechanism 12 capable of energizing the brace body 3 to elongate along the longitudinal direction the same with both the abutting mounting parts 4 attached to the mounting object parts 2, and both ends in the longitudinal direction of the length adjusting part L are provided with first mounting parts 10a, 11a provided at the length adjusting part L and allowing the length adjusting part L to be detachably mounted with a pre-stress introducing mechanism changeable into a state of introducing compressive pre-stress along the longitudinal direction into the length adjusting part L and into a state of releasing the introduced pre-stress. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了容易地进行从物体部件的安装和移除，并且节省空间。解决方案：支撑体3的长度方向的两端分别与安装对象部2相对的安装部4设置，并且在支撑体3的长度方向上的一部分设置有长度调节部L 能够在确保支撑体3的压缩轴向力的状态下延伸并调节支撑体3的长度。长度调节部L设置有延伸能量机构12，其能够使支撑体3沿着沿着长度方向与安装在安装对象部2上的抵接安装部4相同，长度调节部L的长度方向的两端设置有设置在长度调节部L的第一安装部10a，11a，长度调节部分L可拆卸地安装有预应力导入机构，该预应力引导机构可变化成沿着纵向导向器引入压缩预应力的状态进入长度调节部分L并进入释放引入的预应力的状态。版权所有（C）2010，JPO＆INPIT

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