专利快速检索-快速检索全球专利，免费商用专利数据库-IPRDB

1. 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

2. 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

3. 发明专利

JP2012246730A Method for constructing earth retaining wall 有权
标题翻译：构造地球保持墙的方法
公开(公告)号：JP2012246730A
公开(公告)日：2012-12-13
申请号：JP2011121727
申请日：2011-05-31
申请人： Toda Constr Co Ltd , 戸田建設株式会社 , Hirose & Co Ltd , ヒロセ株式会社
发明人： FUKUDA RYOSUKE , UENAGA MICHIRO , NAKAMURA YOSHIO , NAKAJIMA TAKAO , KAWAGUCHI OSAMU , ISHIMARU TATSURO , HATA NAOTO , KANEKO OSAMU , SANO DAISAKU , TAGUCHI TOMOYA , YASHIMA SHINICHI , NOBEMOTO TERUAKI
IPC分类号： E02D5/20
摘要： PROBLEM TO BE SOLVED: To provide a method for constructing an earth retaining wall and a structure for the same, which can solve the problem of the conventional method for constructing an earth retaining wall in which the earth retaining wall is a double structure, leading to longer construction period and higher cost.SOLUTION: In a method for constructing an earth retaining wall, a soft ground is bored by the deep layer mixture treatment method and a solidification material slurry 1b is injected, agitated and mixed at an original position, and before the agitated and mixed soil cement in the bored hole is solidified, a reinforcement core material 5 is inserted into the bored hole so as to construct an earth retaining wall for the soft ground.
摘要翻译：要解决的问题：提供一种用于构造挡土墙及其结构的方法，其可以解决用于构造土挡土墙的传统方法的结构的问题，其中土挡土墙是双重结构，导致施工期更长，成本更高。解决方案：在一种构造挡土墙的方法中，通过深层混合处理方法对软土进行钻孔，并将固化材料浆料1b在原始位置注入，搅拌和混合，然后在搅拌和混合之前钻孔中的土体水泥固化，将加强芯材5插入钻孔中，构成软土地基挡土墙。版权所有（C）2013，JPO＆INPIT

4. 发明专利

JP2014153071A Concrete strength control method for concrete structure and control device thereof 有权
标题翻译：混凝土结构和控制装置的混凝土强度控制方法
公开(公告)号：JP2014153071A
公开(公告)日：2014-08-25
申请号：JP2013020303
申请日：2013-02-05
申请人： Toda Constr Co Ltd , 戸田建設株式会社
发明人： UMEMOTO MUNEHIRO , KIKUTA SHIGEMI , IDO YASUHIRO , HATA NAOTO
IPC分类号： G01N33/38
摘要： PROBLEM TO BE SOLVED: To provide a concrete strength control device for a concrete structure.SOLUTION: The concrete strength control device includes: a mold form surrounding an actual structuring member 2 of a structure to be formed by placing concrete at a construction site; a heat insulator surrounding a part of the actual structuring member 2 protruding from the mold form; a heater provided inside the mold form to be used while connected to a control device 6 for controlling temperature; a temperature sensor 7 installed inside the mold form for detecting a temperature in the mold form to be connected to the control device; the control device to be connected to the heater and the temperature sensor for controlling temperature history of the actual structuring member 2; a mold form surrounding a simulation member 8; a heat insulator surrounding the mold form for the simulation member 8, a heater attached to the mold form for the simulation member to be connected to the control device; and a temperature sensor partially buried in the simulation member 8 for detecting a temperature of the simulation member 8 to be connected to the control device.
摘要翻译：要解决的问题：提供一种混凝土结构的混凝土强度控制装置。解决方案：混凝土强度控制装置包括：围绕通过将混凝土置于施工现场形成的结构的实际构造构件2的模具形式; 环绕从模具形式突出的实际构造构件2的一部分的隔热材料; 设置在与控制装置6连接以控制温度的同时使用的模具内部的加热器; 安装在模具形式内的温度传感器7，用于检测要连接到控制装置的模具形式的温度; 要连接到加热器的控制装置和用于控制实际构造构件2的温度历史的温度传感器; 围绕模拟构件8的模具形式; 环绕着用于模拟构件8的模具形式的隔热件，连接到用于模拟构件连接到控制装置的模具形式的加热器; 以及温度传感器，其部分地埋置在模拟构件8中，用于检测要连接到控制装置的模拟构件8的温度。

5. 发明专利

JP2012229529A Time management system for concrete placement and the time management method 有权
标题翻译：混凝土时间管理系统和时间管理方法
公开(公告)号：JP2012229529A
公开(公告)日：2012-11-22
申请号：JP2011096923
申请日：2011-04-25
申请人： Toda Constr Co Ltd , 戸田建設株式会社
发明人： SATO IKU , UMEMOTO MUNEHIRO , KATSUKI YASUKI , IDO YASUHIRO , TATENO TAKANOBU , BABA ASAYUKI , HATA NAOTO , TANAKA TORU , YAMADA TSUTOMU
IPC分类号： E04G21/00 , B28B1/08
摘要： PROBLEM TO BE SOLVED: To provide a time management system for concrete placement, which solves the problems in conventional time management systems for concrete placement that manual recording for each placement layer by an operator is time-consuming and erroneous due to negligence of measurement or recording, or misdescription of the time of placement on a consolidated fresh concrete.SOLUTION: A time management system 1 for concrete placement comprises an acceleration sensor device 3 which is set in a construction area 4 for placing concrete in a formwork so as to detect the vibration of a vibrator for compaction in use during concrete placement, a radio transmission device on the side of concrete placement site which is connected to the acceleration sensor device 3, a radio receiver on a management side which receives data from the radio transmission device, a management server 6 connected to the radio receiver, and a terminal computer 6b connected to the management server. The acceleration sensor device 3 detects the initiation and completion of the vibration of the vibrator for the management of concrete placement.
摘要翻译：要解决的问题：为了提供用于混凝土浇筑的时间管理系统，其解决了常规时间管理系统中用于具体放置的问题，操作者对于每个铺设层的手动记录是由于过度的错误而耗时和错误的测量或记录，或者是将混合新拌混凝土放置时间的错误描述。解决方案：用于混凝土浇筑的时间管理系统1包括加速度传感器装置3，该加速度传感器装置3设置在用于将混凝土置于模板中的结构区域4中，以便在混凝土浇筑期间检测振动器用于压实的振动，与加速度传感器装置3连接的混凝土配置位置侧的无线发送装置，从无线发送装置接收数据的管理侧的无线接收机，连接到无线接收机的管理服务器6，以及终端计算机6b连接到管理服务器。加速度传感器装置3检测振动器的振动的开始和完成，以便管理混凝土的放置。版权所有（C）2013，JPO＆INPIT

6. 发明专利

JP2008075333A Concrete filling method and system for cft column 有权
标题翻译： CFT柱的混凝土填充方法和系统
公开(公告)号：JP2008075333A
公开(公告)日：2008-04-03
申请号：JP2006255450
申请日：2006-09-21
申请人： Toda Constr Co Ltd , 戸田建設株式会社
发明人： HANDA MASATOSHI , KATSUKI YASUKI , HIRATSUKA SHUSUKE , HATA NAOTO , YAMAGUCHI KAZUYOSHI , KUDO YUSUKE
IPC分类号： E04G21/02
摘要： PROBLEM TO BE SOLVED: To fill a steel pipe column of a CFT column with concrete efficiently and densely.
SOLUTION: This concrete filling system for the CFT column has at least a tremie pipe 3 inserted and attached into/to the inside of the steel pipe column having length extended from a head part of the steel pipe column 2 to a lower part, a bucket 4 put on a head part of the tremie pipe 3 to charge concrete and suspended to rise and lower freely by a crane device together with the tremie pipe 3, a concrete crest distance measuring device 5 arranged at a head part position of the steel pipe column 2 to measure distance up to a crest of the placed concrete, a tremie pipe tip distance measuring device 6 arranged at the head part position of the steel pipe column 2 to measure distance up to a tip position of the tremie pipe 3, a computer 7 connecting the concrete crest distance measuring device 5 with the tremie pipe tip distance measuring device 6 electrically and storing concrete placing management software in a central processing unit, and a placed concrete amount regulation device 9 driven by the computer 7 through a control panel 8 to regulate amount of placed concrete from the tremie pipe 3.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：用混凝土高效密集地填充CFT柱的钢管柱。解决方案：用于CFT柱的这种混凝土填充系统至少具有插入并附接到钢管柱内部的颤音管3，其长度从钢管柱2的头部延伸到下部一个铲斗4放置在颤音管3的头部，以便与混凝土管3一起由混凝土装载并悬吊起来，由起重机装置自由上升;一个混凝土波峰距离测量装置5，其布置在钢管柱2，以测量放置的混凝土的顶部的距离，设置在钢管柱2的头部位置处的颤音管末端距离测量装置6，以测量直至颤音管3的尖端位置的距离，将混凝土拱顶距离测量装置5与颤音管尖距离测量装置6电连接并将混凝土浇筑管理软件存储在中央处理单元中的计算机7和放置的混凝土量调节装置9d 由计算机7通过控制面板8驱动，以调节来自颤音管3的放置混凝土的量。版权所有（C）2008，JPO＆INPIT

你已经成功收藏专利！

检索式保存成功!

IPRDB

热门服务

关于我们

友情链接

联系方式