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1. 发明专利

JP2013148114A Suspension device and earthquake resistant structure of suspended ceiling 审中-公开
标题翻译：悬吊式悬挂装置和抗震结构
公开(公告)号：JP2013148114A
公开(公告)日：2013-08-01
申请号：JP2012006903
申请日：2012-01-17
申请人： Nishimatsu Constr Co Ltd , 西松建設株式会社 , Toda Constr Co Ltd , 戸田建設株式会社
发明人： TAKAI SHIGEMITSU , IIZUKA SHINICHI , KANEKAWA MOTOI , WATAKABE MORIMASA , INAI SHINSUKE
IPC分类号： F16F15/02 , E04B9/18 , F16B1/00
摘要： PROBLEM TO BE SOLVED: To provide a suspension device which has a simple configuration, can be provided at low cost, and can sufficiently reduce vibration energy input to a suspended member.SOLUTION: A suspension device includes: a rod-like member having a shaft part 40 and an extended part 41 extended as compared with a diameter of the shaft part 40; a frame-like member including an end surface part 43 formed with a hole allowing the shaft part 40 to be inserted therein, and a side surface part 44 continued to the end surface part 43 and having at least a set of opposed inner side surfaces 44a, 44b; and a buffering member 45 interposed between the end surface part 43, a side surface part 44 and the extended part 41, having an insertion attachment hole with the shaft part 40 inserted and attached thereto and at least one set of adjacent surfaces adjacent to at least the set of inner side surfaces 44a, 44b, absorbing a shock caused when the end surface part 43 is separated upon receiving vibration and is contacted therewith again, and causing the adjacent surfaces to apply friction resistance to the inner side surfaces 44a, 44b.
摘要翻译：要解决的问题：提供一种具有简单结构的悬挂装置，可以以低成本提供，并且可以充分降低输入到悬挂构件的振动能量。解决方案：悬架装置包括：杆状构件，其具有轴与轴部40的直径相比，部分40和延伸部41延伸; 包括形成有允许轴部40插入其中的孔的端面部43和连续到端面部43的侧面部44的框状构件，并且具有至少一组相对的内侧面44a ，44b; 以及插入在端面部43，侧面部44和延伸部41之间的缓冲构件45，其具有插入安装孔，轴部40插入并附接到其上，并且至少一组相邻的表面至少相邻该内侧表面44a，44b吸收当端面部分43受到振动而分离并且再次接触时引起的冲击，并使相邻表面对内侧表面44a，44b施加摩擦阻力。

2. 发明专利

JP2006214120A Uplift damping unit and uplift damping structure 审中-公开
标题翻译： UPLIFT阻尼单元和UPLIFT阻尼结构
公开(公告)号：JP2006214120A
公开(公告)日：2006-08-17
申请号：JP2005026451
申请日：2005-02-02
申请人： Nishimatsu Constr Co Ltd , Toda Constr Co Ltd , 戸田建設株式会社 , 西松建設株式会社
发明人： TODO MASAKI , WATAKABE MORIMASA , INAI SHINSUKE , MATSUMOTO KIYOTAKA , TAKENAKA HIROYUKI , ISHIOKA HIROSHI , TAKAZAWA TSUNEO , ARAI TOYOHITO , NAOHARA KATSUMI , IIZUKA SHINICHI , TAKAHASHI KOJI , KANEKAWA MOTOI
IPC分类号： E04H9/02 , E04B1/24 , E04B1/58 , F16F7/12 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide an uplift damping unit and an uplift damping structure capable of improving the degree of accuracy and, at the same time, reducing a construction period of time as well as construction labor.
SOLUTION: In the uplift damping unit 10 formed at a plant in advance and supporting a column 14 erected on a foundation 12 in a site, it has a base plate 16 placed and fixed in a mounting position of the column 14 on the foundation 12 and a column bearing section 18 integrally projecting and forming toward an upward position corresponding to the column 14 of the base plate 16 to allow the movement in the vertical direction and constraining the displacement in the horizontal direction.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供能够提高准确度的同时提高隆起减振单元和提升阻尼结构，同时减少施工周期以及施工人力。解决方案：在提前在工厂形成的提升阻尼单元10中，支撑竖立在现场的基座12上的立柱14，其具有基座16，该基板16被放置并固定在柱14的安装位置上基座12和列轴承部18一体地向与基板16的列14相对应的向上位置突出形成，以允许在垂直方向上的移动并限制水平方向上的位移。版权所有（C）2006，JPO＆NCIPI

3. 发明专利

JP2009167737A Earthquake-proof ceiling structure and installation method of earthquake-proof ceiling 有权
标题翻译：地震防止吊顶结构及防爆地板安装方法
公开(公告)号：JP2009167737A
公开(公告)日：2009-07-30
申请号：JP2008008833
申请日：2008-01-18
申请人： Nishimatsu Constr Co Ltd , Toda Constr Co Ltd , 戸田建設株式会社 , 西松建設株式会社
发明人： NAKAHARA MASAKI , KUWA MOTOHIKO , MATSUMOTO KIYOTAKA , INAI SHINSUKE , HATA NAOTO , SIKAKOMORI YASUYUKI , TAKAHASHI KOJI , IIZUKA SHINICHI , KANEKAWA MOTOI
IPC分类号： E04B9/18
摘要： PROBLEM TO BE SOLVED: To provide an earthquake-proof ceiling structure which can prevent a collision with a surrounding wall surface by controlling displacement of a ceiling at the time of an earthquake easily and securely. SOLUTION: The earthquake-proof ceiling structure has a cradling receptacle 12, a cradling 14, and a ceiling material 16 attached to the cradling 14. The cradling receptacle 12 is suspended and retained from a ceiling slab 28 through the medium of a hanging bolt, and the cradling 14 is attached to the cradling receptacle 12. A fixation plate 20 is attached to the lower end of a strut 18 hung from the ceiling slab 28 through the medium of a height-level adjustment means 52. Then a ceiling seismic response control device 24 is interposed between the fixation plate 20 and the ceiling material 16, and it is used for absorbing displacement of the ceiling material 16 at the time of an earthquake. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种防震天花板结构，其能够通过在地震时容易且可靠地控制天花板的位移来防止与周围壁面的碰撞。解决方案：防震天花板结构有一个吊架12，一个吊架14和一个安装在吊架14上的吊顶材料16.吊架12通过一个悬挂螺栓，吊架14安装在吊架12上。固定板20通过高度调节装置52的介质安装在从天花板28悬挂的支柱18的下端。然后，天花板地震响应控制装置24介于固定板20和天花板材料16之间，并且用于吸收地震时天花板材料16的位移。版权所有（C）2009，JPO＆INPIT

4. 发明专利

JP2007291761A Earthquake resistant ceiling structure 审中-公开
标题翻译：地震抗震天花板结构
公开(公告)号：JP2007291761A
公开(公告)日：2007-11-08
申请号：JP2006122002
申请日：2006-04-26
申请人： Nishimatsu Constr Co Ltd , Toda Constr Co Ltd , 戸田建設株式会社 , 西松建設株式会社
发明人： ARAI TOYOHITO , KUWA MOTOHIKO , MATSUMOTO KIYOTAKA , INAI SHINSUKE , TAKAHASHI KOJI , KANEKAWA MOTOI , MIYASHITA TAKESHI , IIZUKA SHINICHI
IPC分类号： E04B9/18 , E04B9/00
摘要： PROBLEM TO BE SOLVED: To provide an earthquake resistant ceiling structure which can easily and positively reduce displacement of a ceiling at the time of an earthquake, and prevents the ceiling from colliding against peripheral wall surfaces. SOLUTION: The earthquake resistant ceiling structure has a ceiling joist receiver 12 hung from and held by a ceiling slab 28 via hanger bolts 26, cradling 14 mounted on the cradling holder 12, and ceiling members 16 mounted on the cradling 14. The earthquake resistant ceiling structure has first displacement absorbing members 18 interposed between the cradling holder 12 or an external periphery of each cradling 14 and the wall surface 30 at a location corresponding to the same, for absorbing displacement of the cradling holder 12 or the cradling 14 at the time of an earthquake. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够容易且正确地减少地震时的天花板位移的抗震天花板结构，并且防止天花板与周壁表面碰撞。解决方案：抗震天花板结构具有通过吊架螺栓26，安装在吊架12上的托架14和安装在吊架14上的天花板构件16悬吊并由天花板28悬挂并由其固定的天花板托梁接收器12。抗震天花板结构具有插入在支架12之间或每个托架14的外周和与其相对应的位置的壁表面30之间的第一位移吸收构件18，用于吸收托架12或托架14的位移地震的时间版权所有（C）2008，JPO＆INPIT

5. 发明专利

JP2003056097A Social electromagnetic environment security system 有权
标题翻译：社会电磁环境安全体系
公开(公告)号：JP2003056097A
公开(公告)日：2003-02-26
申请号：JP2001241589
申请日：2001-08-09
申请人： Du Pont Toray Co Ltd , Faibekkusu Kk , Fujita Corp , Hazama Gumi Ltd , Japan Atom Energy Res Inst , Kandenko Co Ltd , Kumagai Gumi Co Ltd , Maeda Corp , Mitsubishi Rayon Co Ltd , Mitsui Constr Co Ltd , Nippon Oil Corp , Nishimatsu Constr Co Ltd , Ohbayashi Corp , Sakai Sangyo Kk , Shimizu Corp , Teijin Ltd , Toda Constr Co Ltd , Tokyo Bosai Setsubi Kk , Tokyu Constr Co Ltd , Toray Ind Inc , Toray Kensetsu Kk , サカイ産業株式会社 , ファイベックス株式会社 , 三井建設株式会社 , 三菱レイヨン株式会社 , 前田建設工業株式会社 , 帝人株式会社 , 戸田建設株式会社 , 新日本石油株式会社 , 日本原子力研究所 , 東レ・デュポン株式会社 , 東レ建設株式会社 , 東レ株式会社 , 東京防災設備株式会社 , 東急建設株式会社 , 株式会社フジタ , 株式会社大林組 , 株式会社熊谷組 , 株式会社間組 , 株式会社関電工 , 清水建設株式会社 , 西松建設株式会社
发明人： OOKAWA YOSHINAO , MURANO YOSHIHIRO , KATO TAKEHIKO , MORIYA TOSHIO , FUJISAKI TADASHI , IBUKI HIDEAKI , TSUNODA ATSUSHI , MATSUBARA SUMIYUKI , SUGAWARA SUKEYUKI , TAKAHASHI KOICHIRO , SAKAI ROKURO , KAWASE TAKAHARU , AKATSU YUKIO , HIRAMATSU TORU , HATTORI AKIO , KAMIYAMA YOSHINORI , IIZUKA SHINICHI , SAKAMOTO AKIO , YAKUKENCHI AKIRA , KIMURA KENICHI , IKEZAKI KIMIHIRO
IPC分类号： E04B1/94 , H01R4/64 , H01R4/66 , H05K9/00
摘要： PROBLEM TO BE SOLVED: To provide a social electromagnetic environment security system which controls an electromagnetic environment such that electronic equipment such as computers and electric appliances in IT society stably and safely function.
SOLUTION: According to the social electromagnetic environment security system, nonmagnetic and electrical insulating reinforced plastic bars are employed in place of steel bars in a concrete building 9, and an outer wall of the building is covered with an electromagnetic shielding layer 10 or a specific frequency selective shielding layer for shielding electromagnetic waves by reflecting or absorbing the same, except for arbitrary outward exposed portions. Then, metallic portions such as a window frame, a door, and a handrail, that are exposed to the outside of the building 9 is connected to a first grounding system, and facilities such as electric facilities and mechanical facilities are connected to a second grounding system different from the first grounding system. Further, electric appliances, wires, and electric circuit materials of the electric facilities, and piping facilities in the building 9 are each covered with the electromagnetic shielding layer 10 or the specific frequency selective shielding layer, whereby a discharging electric circuit based on a lightning arrester installation and the grounding systems are formed independently from the building 9.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：提供一种控制电磁环境的社会电磁环境安全系统，使电脑，电器等电子设备稳定安全地运作。解决方案：根据社会电磁环境安全系统，采用非磁性和电绝缘强化塑料棒代替混凝土建筑9中的钢筋，建筑物的外壁上覆盖有电磁屏蔽层10或特定频率选择性屏蔽层，用于通过反射或吸收电磁波来除去任意的外露部分。然后，暴露在建筑物9的外部的诸如窗框，门和扶手的金属部分连接到第一接地系统，并且诸如电气设施和机械设施的设施连接到第二接地系统与第一接地系统不同。此外，电气设备的电器，电线和电路材料以及建筑物9中的管道设备都被电磁屏蔽层10或特定的选择屏蔽层覆盖，由此基于避雷器的放电电路安装和接地系统独立于建筑物9形成。

6. 发明专利

JP2012036675A Clip reinforcing fitting 有权
标题翻译：夹子加固配件
公开(公告)号：JP2012036675A
公开(公告)日：2012-02-23
申请号：JP2010179576
申请日：2010-08-10
申请人： Nishimatsu Constr Co Ltd , Toda Constr Co Ltd , Yashio Kenzai Kogyo Kk , 八潮建材工業株式会社 , 戸田建設株式会社 , 西松建設株式会社
发明人： WATAKABE MORIMASA , INAI SHINSUKE , ISHIOKA TAKU , IIZUKA SHINICHI , TAKAI SHIGEMITSU , KANAGAWA MOTOI , YOSHIKAWA NOBORU , MIGITA YUICHI , IWASHITA YUKI
IPC分类号： E04B9/16 , E04B9/18
摘要： PROBLEM TO BE SOLVED: To inexpensively reinforce a clip with proper workability.SOLUTION: A clip reinforcing fitting 7 includes a body portion 71, a ceiling joist locking portion 72 locked to a ceiling joist 5, and an upper plate portion 73 for covering a top surface of a clip 6. An elastic locking piece 77, which makes an end side of the upper plate portion 73 connected to the upper plate portion 73 and which is elongated obliquely downward toward the body portion 71 from the upper plate portion 73, is formed on the upper plate portion 73. When the clip reinforcing fitting 7 is turned by locking the ceiling joist locking portion 72 to a lip portion 53 of the ceiling joist 5, the elastic locking piece 77 is pushed up by the clip 6 and advances to a top surface of an upper plate portion 64 of the clip 6. When going over the clip 6, the elastic locking piece 77 is pushed down to an original state by springback. Thus, the upper plate portion 73 covers the top surface of the upper plate portion 64, and an end of the elastic locking piece 77 is hooked on a body portion 61 of the clip 6, so that the clip reinforcing fitting 7 can be fitted into the clip 6.
摘要翻译：要解决的问题：能够以适当的可加工性廉价地加强夹子。解决方案：夹子加强配件7包括主体部分71，锁定到天花板托梁5的天花板托梁锁定部分72和用于覆盖夹子6的顶面的上板部分73.弹性锁定片77 使上板部73的与上板部73连接并从上板部73朝向主体部71向斜下方延伸的端侧，形成在上板部73上。当夹具加强通过将天花板托梁锁定部分72锁定到天花板托梁5的唇部53来转动装配件7，弹性锁定件77被夹子6向上推动并前进到夹子的上板部分64的顶表面当穿过夹子6时，弹性锁定件77通过回弹被推到原始状态。因此，上板部73覆盖上板部64的上表面，弹性卡定片77的一端钩在夹6的主体部61上，使夹具加强配件7嵌合剪辑6.版权所有（C）2012，JPO＆INPIT

7. 发明专利

JP2009281559A Base isolation device 有权
标题翻译：基座隔离装置
公开(公告)号：JP2009281559A
公开(公告)日：2009-12-03
申请号：JP2008136542
申请日：2008-05-26
申请人： Kayaba System Machinery Kk , Nishimatsu Constr Co Ltd , Swcc Showa Device Technology Co Ltd , Toda Constr Co Ltd , カヤバシステムマシナリー株式会社 , 戸田建設株式会社 , 昭和電線デバイステクノロジー株式会社 , 西松建設株式会社
发明人： HANAWA TORU , MATSUMOTO KIYOTAKA , WATAKABE MORIMASA , TATENO TAKANOBU , INAI SHINSUKE , YACHISE KAZUO , ICHIMURA ATSUSHI , TEI SEIMIN , TADA KOHEI , SIKAKOMORI YASUYUKI , IIZUKA SHINICHI , TAKAI SHIGEMITSU , KANEKAWA MOTOI , MISU MOTOKI , YANAGI KATSUYUKI , YAMAMOTO YASUHIRO
IPC分类号： F16F15/04 , E04H9/02 , F16F15/023
摘要： PROBLEM TO BE SOLVED: To provide a base isolation device capable of minimizing cost, by compactly reducing a space in a base isolation pit, while securing both a severe vibration allowable value required for microvibration at normal time and safety against a big earthquake.
SOLUTION: This base isolation device has an elastic sliding bearing 16 for installing a fixing side sliding plate 20 on a lower footing 12 and installing layered rubber 24 having integrally a sliding material 22 contacting with the sliding plate 20 on an upper footing 14, and an oil damper 18 for microvibration having one end installed on a support 38 arranged on the upper footing 14 and having the other end connected to an installation member 42 arranged on the sliding material 22 side. The oil damper 18 for microvibration is arranged by two pieces in both side positions of at least the layered rubber 24 by crossing the center line of passing through both side parts of the layered rubber 24 at a right angle with the axis.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：通过紧凑地减小基座隔离坑的空间，提供能够最小化成本的基座隔离装置，同时确保正常时的微振动所需的严重的振动允许值和大地震的安全性。解决方案：该基座隔离装置具有用于将固定侧滑动板20安装在下部底脚12上的弹性滑动轴承16，并且在上部基脚14上安装有与滑动板20接触的一体滑动材料22的分层橡胶24 以及用于微振动的油阻尼器18，其一端安装在布置在上基脚14上的支撑件38上，另一端连接到布置在滑动材料22侧上的安装构件42。通过使分层橡胶24的两侧部分的中心线与轴线成直角交叉，至少在层状橡胶24的两侧位置，通过两个位置布置微振动用油阻尼器18。版权所有（C）2010，JPO＆INPIT

8. 发明专利

JP2008138464A Aseismatic ceiling structure, ceiling seismic response control device and installation method of ceiling seismic response control device 有权
标题翻译：同轴性天花板结构，天花板地震响应控制装置及其安装方法地震反应控制装置
公开(公告)号：JP2008138464A
公开(公告)日：2008-06-19
申请号：JP2006326757
申请日：2006-12-04
申请人： Nishimatsu Constr Co Ltd , Toda Constr Co Ltd , 戸田建設株式会社 , 西松建設株式会社
发明人： NAKAHARA MASAKI , MATSUMOTO KIYOTAKA , INAI SHINSUKE , HATA NAOTO , SIKAKOMORI YASUYUKI , TAKAHASHI KOJI , IIZUKA SHINICHI , KANEKAWA MOTOI
IPC分类号： E04B9/00 , E04B9/18
摘要： PROBLEM TO BE SOLVED: To provide an aseismatic ceiling structure capable of preventing a collision with a peripheral wall surface, by easily and surely restraining displacement of the ceiling in an earthquake. SOLUTION: This aseismatic ceiling structure has a ceiling batten 12 suspended and held by a ceiling slab 28 via a suspension bolt 26, a cradling 14 installed in the cradling batten 12, and a ceiling material 16 installed in the cradling 14, and the ceiling seismic response control device 18 absorbing displacement of the ceiling material 16 in the earthquake, is interposed between an outer peripheral part of the ceiling material 16 and the wall surface 30 of a corresponding position. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：通过容易且可靠地限制地震中天花板的位移，提供能够防止与周壁表面碰撞的抗震天花板结构。解决方案：该防震天花板结构具有通过悬挂螺栓26悬挂并由天花板28固定的吊顶板12，安装在吊架12中的吊架14和安装在吊架14中的天花板材料16，以及吸收天花板材料16在地震中的位移的天花板地震响应控制装置18插入在天花板材料16的外周部分和对应位置的壁面30之间。版权所有（C）2008，JPO＆INPIT

9. 发明专利

JP2006283529A Seismic reinforcing construction method and seismic reinforcing structure for existing structure 审中-公开
标题翻译：地震加固施工方法和现有结构的地震加固结构
公开(公告)号：JP2006283529A
公开(公告)日：2006-10-19
申请号：JP2005108799
申请日：2005-04-05
申请人： Materras Oume Kogyo Kk , Nishimatsu Constr Co Ltd , マテラス青梅工業株式会社 , 西松建設株式会社
发明人： MIYASHITA TAKESHI , IIZUKA SHINICHI , WADA TAKAKIYO , KOMORI HISAYUKI , TSURUTA TAKESHI , HIROSE MASAMI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a seismic reinforcing construction method and a seismic reinforcing structure for an existing structure, wherein a fixative property with cast-in-place concrete is good, labor is saved on site, work period is shortened, a finishing precision is improved and concrete of good quality can be placed.
SOLUTION: The seismic strengthening construction method for the existing structure is characterized in that reinforcing bars 5a, 5b are attached to the outside of a column A or a beam B of the existing structure, placing forms 1, 2 of pre-cast concrete in a solid shape are placed at the outside thereof and concrete 9 is placed within the placing forms 1, 2 so as to install more number of columns or beams on the exterior side.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为现有结构提供抗震加固施工方法和抗震加固结构，其中现浇混凝土的固定性好，现场人工节约，工期缩短，精加工精度提高，质量优良。解决方案：现有结构的抗震施工方法的特征在于，钢筋5a，5b附着在现有结构的柱A或梁B的外侧，放置预制件的形式1,2 将固体形状的混凝土放置在其外部，并将混凝土9放置在放置形式1,2内，以在外侧安装更多数量的柱或梁。版权所有（C）2007，JPO＆INPIT

10. 发明专利

JP2015040735A 模擬免震建物、免震試験装置、及び免震試験方法有权
标题翻译：模拟地震隔离建筑，地震隔离测试装置和地震隔离测试方法
公开(公告)号：JP2015040735A
公开(公告)日：2015-03-02
申请号：JP2013171102
申请日：2013-08-21
申请人：西松建設株式会社 , Nishimatsu Constr Co Ltd
发明人： TAKAI SHIGEMITSU , IIZUKA SHINICHI , KANAGAWA MOTOI , NARITA HISASHI
IPC分类号： G01M7/02
摘要：【課題】振動台とエキスパンションジョイントを用いて、現実の地震動や正弦波による建物の状況を忠実に再現する。【解決手段】免震機能を具備する建物フレーム4に錘8を載置してなる模擬免震建物9を、振動台1に載置する。そして、模擬免震建物9の錘8と振動台1との間にエキスパンションジョイント3を架橋する。具体的には、エキスパンションジョイント3の一端を模擬免震建物9に接続して、エキスパンションジョイント3の他端を振動台1に剛結合10する。こうして、振動台1に地震動を入力することで、振動台1上の模擬免震建物9と振動台1との間のエキスパンションジョイント3に、揺れる地盤上に立つ免震建物と地盤との間の免震条件を疑似的に再現させる。【選択図】図4
摘要翻译：要解决的问题：通过使用振动台和膨胀节，忠实地模拟遭受真实地震运动和正弦波的建筑物的状态。解决方案：通过将重物8安装在建筑物框架上而形成的模拟地震隔离建筑9 具有隔震功能的隔离件4放置在振动台1上。放置接头3用于桥接模拟地震隔离建筑物9的重物8与振动台1之间的空间。更具体地说，膨胀节的一端 3连接到模拟地震隔离建筑9，并且膨胀接头3的另一端以刚性组合10接合到振动台1.通过在这种状态下将振动台1输入地震运动，膨胀接头3 在震动台1上的模拟地震隔离建筑9与振动台1之间，能够模拟震动之间的隔震建筑物之间的隔震条件地面和地面。

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