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1. 发明专利

JP2009108475A Foundation structure 有权
标题翻译：基金会结构
公开(公告)号：JP2009108475A
公开(公告)日：2009-05-21
申请号：JP2007278484
申请日：2007-10-26
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： TANIGAWA TOMOHIRO , INUKAI TOMOYUKI , HAMADA JUNJI , TSUCHIYA TOMIO
IPC分类号： E02D27/34 , E02D17/04 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To increase a horizontal resistance force of a foundation structure of a recess in ground.
SOLUTION: Since a wall pile 106 elongated downward from a peripheral wall 102 also serving as an earth retaining wall possesses a horizontal resistance force, the horizontal resistance force of the batholith 102 of the foundation is increased. In other words, the horizontal resistance force of the foundation structure 10 is increased. Thus, an inertial force, during earthquakes, of a structure 16 installed on the batholith 102 of the foundation is efficiently transferred to upper ground 28.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：增加地面凹陷的基础结构的水平阻力。解决方案：由于也用作挡土墙的周壁102向下延伸的墙桩106具有水平阻力，所以基础的地基102的水平阻力增加。换句话说，基础结构10的水平阻力增加。因此，在地震期间，安装在基座的基座102上的结构16的惯性力被有效地传递到上地面28.版权所有（C）2009，JPO和INPIT

2. 发明专利

JP2008255593A Vibration control unit 有权
标题翻译：振动控制单元
公开(公告)号：JP2008255593A
公开(公告)日：2008-10-23
申请号：JP2007096586
申请日：2007-04-02
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： TAKAHASHI YOSHINORI , YOSHIOKA HIROKAZU , INOUE RYUTA , HASHIMOTO YOSHIYUKI , NAKAI MASAYOSHI , INUKAI TOMOYUKI
IPC分类号： E04B1/98 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To obtain a vibration control unit for controlling vibration transmitted to surrounding structures from a structure as a vibration generating source.
SOLUTION: This vibration control unit 100 comprises: a vibration sensor 26 for measuring the frequency and amplitude of a vertically-generated oscillatory wave; an exciting portion 108 and a vibration adjusting portion 110 which are provided in a column 14 so as to generate a vertical vibration control force for canceling the vibration of a hall 24; and a control device 30 for controlling the magnitude of the vibration control force on the basis of the measured frequency and amplitude. When persons jump in a group and generate the vertical vibration in the hall 24, the vertical frequency and amplitude are measured by the vibration sensor 26. Subsequently, the control device 30 operates the exciting portion 108 and the vibration adjusting portion 110 on the basis of the measured frequency and amplitude, and cancels the vibration. Thus, since a building 10 as the vibration generating source cancels the vibration by itself, the vibration can be hardly transmitted to a surrounding building through the ground 22.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：获得用于控制从作为振动发生源的结构传递到周围结构的振动的振动控制单元。解决方案：该振动控制单元100包括：用于测量垂直产生的振荡波的频率和振幅的振动传感器26; 激励部108和振动调节部110，其设置在列14中，以产生用于消除大厅24的振动的垂直振动控制力; 以及控制装置30，用于基于所测量的频率和振幅来控制振动控制力的大小。当人员跳入组中并在霍尔24中产生垂直振动时，垂直频率和振幅由振动传感器26测量。随后，控制装置30基于以下方式操作激振部分108和振动调节部分110 测量的频率和幅度，并消除振动。因此，由于作为振动发生源的建筑物10自身消除振动，所以振动难以通过地面22传递到周围的建筑物。版权所有（C）2009，JPO＆INPIT

3. 发明专利

JP2004173123A Device for transmitting measured information and system for collecting multipoint measured information 有权
公开(公告)号：JP2004173123A
公开(公告)日：2004-06-17
申请号：JP2002338759
申请日：2002-11-22
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YOSHIOKA HIROKAZU , HASHIMOTO YOSHIYUKI , ABE TAKAYUKI , INOUE RYUTA , INUKAI TOMOYUKI
IPC分类号： H04L12/28 , G08C15/00 , G08C17/02 , H04L12/44 , H04L12/701 , H04L12/951 , H04Q9/00 , H04W4/04 , H04W24/10 , H04W28/06 , H04W40/20 , H04W84/12 , H04W84/20
摘要： PROBLEM TO BE SOLVED: To provide a measured information transmitter and multipoint measured information collection system capable of quickly and efficiently collecting physical values measured at many points with high reliability. SOLUTION: A station closer to a measuring station 40 sequentially transmits its own measured data as well as measured data belonging to other stations transmitted from the stations farther from the measuring station 40 than the station itself to thereby, quickly and efficiently collect the physical values (vibration amount in this embodiment) measured simultaneously and continuously at many points in the measuring station. In addition, by transmitting difference data instead of the vibration amount itself as measured data, the vibration amount of the other stations can be expressed with the smaller number of bits, a data amount to be transmitted is reduced and data transfer efficiency is improved. COPYRIGHT: (C)2004,JPO

4. 发明专利

JP2010249537A Vibration measurement device and vibration measurement method 审中-公开
标题翻译：振动测量装置和振动测量方法
公开(公告)号：JP2010249537A
公开(公告)日：2010-11-04
申请号：JP2009096266
申请日：2009-04-10
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： WAKAI SHUICHI , INUKAI TOMOYUKI , AOKI MASAMICHI , HASHIMOTO YOSHIYUKI , ABE TAKAYUKI
IPC分类号： G01V1/40 , G01V1/20
摘要： PROBLEM TO BE SOLVED: To provide a vibration measurement device measuring vibration containing high-frequency components, and to provide a vibration measurement method. SOLUTION: The vibration measurement device 10 includes a vibration measurement instrument 12, containing an X-component sensor 18, a Y-component sensor 20 and a Z-component sensor 22. At both ends, claw parts 24 are provided and arranged in a through-hole of a holder 37. At the end of inner side of the claw part 24, a rear end 25 is provided having a larger diameter than the claw part 24, and at the outer side of the claw part 24, a claw support plate 39 is provided slidably supporting the claw part 24. A hole 36 is formed at the position of the claw part 24 of a cylindrical body 34. A coil spring 38 is wound around the claw part 24. Both ends of the coil spring 38 are pressed by the rear end 25 and the claw support plate 39. A tapered cam part 28, whose outer periphery is conical ion shape, is provided to the position contacting the rear end 25. A female screw of the tapered cam part 28 gears with a bolt 29, and the bolt 29 is connected to a reversible motor 16. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种测量包含高频分量的振动的振动测量装置，并提供振动测量方法。解决方案：振动测量装置10包括包含X分量传感器18，Y分量传感器20和Z分量传感器22的振动测量仪器12.在两端设置并布置爪部分24 在保持件37的通孔中。在爪部24的内侧的端部设置有比爪部24的直径大的后端部25，在爪部24的外侧，爪支撑板39设置成可滑动地支撑爪部24.在圆筒体34的爪部24的位置处形成孔36.螺旋弹簧38缠绕在爪部24周围。螺旋弹簧的两端 38被后端25和爪支撑板39按压。外周为锥形离子形状的锥形凸轮部28设置在与后端25接触的位置。锥形凸轮部28的内螺纹齿轮具有螺栓29，并且螺栓29连接到可逆电动机16.版权所有（C）20 11，JPO＆INPIT

5. 发明专利

JP2007262662A Ground base isolation structure using phase difference 有权
标题翻译：使用相位差的地基分离结构
公开(公告)号：JP2007262662A
公开(公告)日：2007-10-11
申请号：JP2006085119
申请日：2006-03-27
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： HAMADA JUNJI , INUKAI TOMOYUKI , TSUCHIYA TOMIO , YAMADA TAKESHI
IPC分类号： E02D27/34
摘要： PROBLEM TO BE SOLVED: To provide a ground base isolation structure capable of reducing the response of a structure by so forming a part of a ground for a structure under its foundation that the input of a seismic wave, which is the natural frequency of the structure, to the bottom of the foundation of the structure supported by the ground is reduced by reducing the speed of the shearing wave of the ground in an earthquake to displace the phase and utilizing the phase difference of the ground or that the vibration of the ground is not propagated to the structure.
SOLUTION: The ground just below the structure is divided into a plurality of sections in plan view. The ground of each section is structured as a columnar ground in which two types of vertical speeds of the shearing wave in the earthquake are produced. By utilizing the phase difference of each columnar ground, the input of the earthquake into the structure supported by these grounds is reduced.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够通过形成其基础结构的地面的一部分来减小结构的响应的接地基隔离结构，即作为固有频率的地震波的输入通过降低地震中地面的剪切波的速度来降低地面支撑结构的基础的底部，使相位移位并利用地面的相位差或振动地面不传播到结构。
解决方案：平面图中刚刚在结构下面的地面分为多个部分。每个部分的地面被构造为一个柱状地面，其中产生了两种类型的地震中剪切波的垂直速度。通过利用每个柱状地面的相位差，减少了由这些地面支撑的结构的地震输入。版权所有（C）2008，JPO＆INPIT

6. 发明专利

JP2007107208A Vibration control floor structure 有权
标题翻译：振动控制楼结构
公开(公告)号：JP2007107208A
公开(公告)日：2007-04-26
申请号：JP2005297365
申请日：2005-10-12
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： NAKAYAMA NOBUO , INUKAI TOMOYUKI , SUGIUCHI AKIHIRO , ODAJIMA NOBUYUKI , INOUE KAZUHIRO
IPC分类号： E02D27/34 , E02D31/08
摘要： PROBLEM TO BE SOLVED: To provide a vibration control floor structure capable of reducing vibration propagating to the periphery from the inside of a building and vibration propagating to the inside of the building from the building periphery by use of minimum support piles.
SOLUTION: A floor slab 18 isolated from a structure 12 and the ground 16 is arranged in the structure 12 in a state of being supported on a support base 22 by a support member 20, and since a vibration cutoff means 26 is arranged in the support member 20 for cutting off the transmission to the ground 16, the vibration propagating to the periphery of the structure 12 from a floor slab 18 in the structure 12 having a vibration generating source A can be reduced. Since the support member 20 is required to support only the floor slab 18 having the vibration generating source A, the vibration reducing effect can be provided by a small number of support members 20 having a small cross section (a small diameter).
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种振动控制地板结构，其能够减少从建筑物内部传播到周边的振动，并且通过使用最小支撑桩从建筑物周边传播到建筑物内部的振动。解决方案：通过支撑构件20支撑在支撑基座22上的状态下，在结构12中布置与结构12隔离的地板18和地面16，并且由于设置了振动切断装置26 在用于切断到地面16的变速器的支撑构件20中，可以减少从具有振动产生源A的结构12中的楼板18传播到结构12的周围的振动。由于需要支撑构件20仅支撑具有振动发生源A的地板坯18，所以可以通过少数具有小截面（小直径）的支撑构件20来提供减振效果。版权所有（C）2007，JPO＆INPIT

7. 发明专利

JP2009121188A Vibrationproof foundation structure 有权
标题翻译：振动防护基金会结构
公开(公告)号：JP2009121188A
公开(公告)日：2009-06-04
申请号：JP2007298464
申请日：2007-11-16
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OKADA HIDEAKI , INUKAI TOMOYUKI , ABE TAKAYUKI , ITO TADASHI , YOSHIOKA HIROKAZU
IPC分类号： E02D27/34
摘要： PROBLEM TO BE SOLVED: To provide a vibrationproof foundation structure which reduces the vibration of the foundation of a structure supported by a steel pipe pile reaching a supporting ground.
SOLUTION: A steel pipe pile 12A serving as a supporting member is driven into a supporting ground 10 that is an underlayer to a surface layer ground 16. The steel pipe pile 12A is a steel pipe concrete pile constructed by filling a steel pile with concrete. The upper end of the steel pipe pile 12A is joined to the bottom face of a vibrationproof structure 72 for reducing the vibration of a precision machine 37 to support the vibrationproof structure 72, which is so placed in a maintenance pit 20 formed by digging down the surface layer ground 16 that the vibrationproof structure 72 is kept separated from the interior of the maintenance pit 20 across a given gap. The vibrationproof structure 72 is thus isolated from the surface layer ground 16 via the maintenance pit 20. The steel pipe pile 12A is encircled with a cylindrical member 14 to form a double steel pipe pile 13, in which a gap d is formed between the outer peripheral surface of the inside steel pipe pile 12A and the inner peripheral surface of the outside cylindrical member 14.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种防震基础结构，其减少由到达支撑地的钢管桩支撑的结构的基础的基础的振动。解决方案：用作支撑构件的钢管桩12A被驱动到作为下层的支撑地面10到地面层16。钢管桩12A是通过填充钢桩而构成的钢管混凝土桩具体钢管桩12A的上端接合到防振结构72的底面，用于减小精密机37的振动，以支撑防震结构72，该防振结构72被放置在通过挖掘表面层地面16，防振结构72在给定的间隙上与维护坑20的内部保持分离。因此，防振结构72经由维护坑20与表面层地面16隔离。钢管桩12A被圆筒状构件14包围，形成双钢管桩13，在钢管桩13的外侧形成有间隙d 内侧钢管桩12A的外周面和外侧筒状构件14的内周面。版权所有（C）2009，JPO＆INPIT

8. 发明专利

JP2009002073A Vibration reducing method and vibration reducing structure 审中-公开
标题翻译：振动减少方法和减振结构
公开(公告)号：JP2009002073A
公开(公告)日：2009-01-08
申请号：JP2007164870
申请日：2007-06-22
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： WAKAI SHUICHI , AOKI MASAMICHI , INUKAI TOMOYUKI
IPC分类号： E02D31/08
摘要： PROBLEM TO BE SOLVED: To provide a vibration reducing method which eliminates the risk of the collapse of a porous wall, exerts a vibration reducing effect without requiring water cutoff control, is excellent in workability and cost efficiency owing to the implementation of the method by a rational and simple structure, and is sufficiently endurable for a long-term use, and to provide a vibration reducing structure.
SOLUTION: A vibration-proof groove 3 is formed by being filled with a porous wall stabilizing liquid 4 for preventing the collapse of the porous wall 3a, and a pipe 7 having ejection holes 6 for feeding bubbles 5 into the porous wall stabilizing liquid 4 is set. Thus, by adjusting the number and sizes of the bubbles 5 ejected from the pipe 7 into the porous wall stabilizing liquid 4, vibration propagation is reduced.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了提供消除多孔壁塌陷的风险的减振方法，在不需要水分切断控制的情况下进行减振效果，由于实施了该方法，因此具有优异的可加工性和成本效率方法通过合理简单的结构，并且对于长期使用是足够耐用的，并且提供减振结构。解决方案：通过填充防止多孔壁3a塌陷的多孔壁稳定液体4形成防振槽3，以及具有用于将气泡5供入多孔壁稳定化的喷射孔6的管7 液体4被设定。因此，通过将从管7喷出的气泡5的数量和尺寸调整到多孔壁稳定液4中，振动传播降低。版权所有（C）2009，JPO＆INPIT

9. 发明专利

JP2008150818A Reinforcing method for existing foundation 有权
标题翻译：现有基金会的加固方法
公开(公告)号：JP2008150818A
公开(公告)日：2008-07-03
申请号：JP2006338192
申请日：2006-12-15
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： TANIGAWA TOMOHIRO , INUKAI TOMOYUKI , HAMADA JUNJI , TSUCHIYA TOMIO
IPC分类号： E02D27/34 , E02D27/12 , E04B1/36 , E04G23/02 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing method for an existing foundation, which belongs to the technical field of a reinforcement method, in which vertical load in base isolation modification work for the existing structure is shared and supported with an existing pile foundation, a base isolation pit base plate and a vertical force support member, and more precisely, reducing the load of the base isolation pit base plate by decreasing (equalizing) bending moment generated by ground contact pressure of the base isolation pit base plate.
SOLUTION: A base isolation device is installed in a position right above the base isolation pit base plate, and also a vertical force support member is arranged as an annex in a position outside of the base isolation device, whereby the weight of an upper structure is transmitted from the base isolation pit base plate through the support member to the ground right under the base isolation pit base plate.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为现有基础提供一种属于加固方法技术领域的现有基础的加固方法，其中现有结构的基础隔离改造工作的垂直载荷与现有桩共享和支撑基座，基座隔离凹坑基板和垂直力支撑构件，更精确地，通过减小（均衡）由基底隔离凹坑基板的接地压力产生的弯矩而减小基座隔离凹坑基板的载荷。解决方案：基座隔离装置安装在基底隔离凹坑基板正上方的位置，并且垂直力支撑构件作为附件设置在基座隔离装置的外侧的位置，上部结构从底座隔离凹坑基板通过支撑构件传递到底部隔离凹坑底板下方的地面。版权所有（C）2008，JPO＆INPIT

10. 发明专利

JP2010078570A Vibration prediction device and vibration prediction program 审中-公开
标题翻译：振动预测装置和振动预测方案
公开(公告)号：JP2010078570A
公开(公告)日：2010-04-08
申请号：JP2008250729
申请日：2008-09-29
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： ABE TAKAYUKI , INUKAI TOMOYUKI , SUZUKI KAZUNORI
IPC分类号： G01H3/00 , G01H17/00
摘要： PROBLEM TO BE SOLVED: To easily predict an influence to a vibration isolation device by construction. SOLUTION: By executing a vibration environment prediction program, a basic screen is displayed (100), and distance from a construction position, the type of construction, and an evaluation reference value are input along the basic screen (102-118). Then, when the display of a prediction vibration value is instructed, vibration at a position where the vibration isolation device has been disposed is calculated for prediction, based on a database for each of the input distance from the construction position, construction type, and a construction machine type stored in advance, thus displaying prediction results and the evaluation reference value on a display (120-126). COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：通过结构容易地预测对隔振装置的影响。解决方案：通过执行振动环境预测程序，显示基本画面（100），并且沿着基本画面（102-118）输入与施工位置，构造类型和评价基准值的距离，。然后，当指示预测振动值的显示时，基于用于从施工位置，施工类型和施工位置的每个输入距离的数据库计算已经设置了隔振装置的位置处的振动用于预测建筑机械类型预先存储，从而在显示器（120-126）上显示预测结果和评估参考值。（C）2010，JPO＆INPIT

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