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    • 1. 发明专利
    • Structure and method for mounting plate material in wall structure using corrugated steel plate
    • 使用腐蚀钢板在墙体结构中安装板材的结构和方法
    • JP2009007888A
    • 2009-01-15
    • JP2007172114
    • 2007-06-29
    • Takenaka Komuten Co Ltd株式会社竹中工務店
    • MATSUO TOYOHIROOKANO TOSHIYUKINISHIMURA TOSHIHIKO
    • E04B2/56
    • PROBLEM TO BE SOLVED: To provide a structure and a method for mounting a plate material in a wall structure using a corrugated steel plate, which enable rapid and easy construction, and which can make a wall thickness smaller.
      SOLUTION: In the structure, the plaster board 20 is mounted on the corrugated steel plate 10 via a stud 40 by erecting the corrugated steel plate 10 on an installation surface in such a manner that a bent bar 11 becomes almost horizontal, and erecting the plaster board 20 on the installation surface almost in parallel with the corrugated steel plate 10. The corrugated steel plate 10 is provided with a nonparallel portion 14 nonparallel to the plaster board 20, and a parallel portion 13 almost parallel to the plaster board 20, which is arranged farther from the plaster board 20 than the nonparallel portion 14, so that a recessed space section 15 can be formed. At least a part of the stud 40 is housed in the space section 15 which is formed on the side facing the plaster board 20.
      COPYRIGHT: (C)2009,JPO&INPIT
    • 要解决的问题:提供一种使用波纹钢板将板材安装在壁结构中的结构和方法,其能够快速且容易地构造,并且可以使壁厚更小。 解决方案:在该结构中,石膏板20通过螺柱40安装在波纹钢板10上,通过将波纹钢板10竖立在安装表面上,使得弯曲杆11变得几乎水平,并且 在与波纹钢板10几乎平行的情况下将石膏板20竖立在安装表面上。波纹钢板10设置有不平行于石膏板20的非平行部分14和几乎平行于石膏板20的平行部分13 ,其比非平行部分14布置得比石膏板20更远,使得可以形成凹陷空间部分15。 螺栓40的至少一部分容纳在形成在面向石膏板20的一侧的空间部分15中。(C)2009年,JPO和INPIT
    • 3. 发明专利
    • Dry partition wall and its construction method
    • 干燥墙及其施工方法
    • JP2005314998A
    • 2005-11-10
    • JP2004135598
    • 2004-04-30
    • Takenaka Komuten Co Ltd株式会社竹中工務店
    • ENDO KATSUZOAKIBA MASAYUKIOKANO TOSHIYUKISASAKI YUICHI
    • E04B2/82
    • PROBLEM TO BE SOLVED: To provide a dry partition wall having the high aspect ratio, and installed in the so-called slab-like building; and its construction method.
      SOLUTION: Runners 3 and 4 are installed on an under surface of an upper story floor 1 and an upper surface of a lower story floor 2. A lower end part of a lining board 7 arranged on both sides of the upper-lower runners, is fixed to the lower runner 4 by a machine screw. An upper end part is allowed to abut on flanges 3a and 3b of the upper runner 3 by interposing a sliding member 6. The mutually opposed lining boards are mutually connected by a sandwiching metal fitting 10 composed of a tie-rod penetrated through a lower position of the upper runner and an end part plate arranged on its both ends. Facing boards 11 and 11' are stuck to an outside surface of the lining board.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:提供具有高纵横比的干燥隔壁,并安装在所谓的板状建筑物中; 及其施工方法。 <3>解决方案:跑道3和4安装在上层楼层1的下表面和下层楼层2的上表面上。衬板7的下端部分布置在上下两层 通过机器螺丝固定在下流道4上。 允许上端部通过插入滑动构件6抵靠上流道3的凸缘3a和3b。相互对置的衬板通过夹持金属配件10相互连接,该配合金属配件10由穿过下部位置的拉杆 和设置在其两端的端部板。 面板11和11'粘在衬板的外表面上。 版权所有(C)2006,JPO&NCIPI
    • 4. 发明专利
    • Supporting method for stud of dry type partition wall
    • 干式分型墙研究的支撑方法
    • JP2005336946A
    • 2005-12-08
    • JP2004160670
    • 2004-05-31
    • Takenaka Komuten Co Ltd株式会社竹中工務店
    • ENDO KATSUZOOKANO TOSHIYUKISASAKI YUICHI
    • E04B2/74
    • PROBLEM TO BE SOLVED: To provide a method for supporting a stud of a dry type partition wall installed in a high-rise building.
      SOLUTION: This stud has such a height that prevents an upper end part from coming into contact with an upper part runner when a lower end part is fitted into a lower part runner and is built and has an attachment for connecting the upper end part with the upper part runner. The lower end part of the stud is fitted into the lower part runner, and the upper end part protrudes the attachment to connect with the upper part runner. After an underlayer board is arranged on one side of the stud and is fixed to a flange of the stud, the attachment of the stud is removed from the upper part runner to eliminate a connection condition of the upper end part of the stud and the upper part runner. An underlayer board is arranged on the other side of the stud and is fixed to the flange of the stud.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:提供一种用于支撑安装在高层建筑中的干式隔墙的螺柱的方法。 解决方案:这种螺柱具有这样的高度,即当下端部装配到下部流道中时,防止上端部与上部流道接触,并且构成并具有用于连接上端部的上端 部分与上部跑步者。 螺柱的下端部装配在下部滑块中,上端部突出附件以与上部滑轮连接。 在底板的一侧布置有下层板并且固定到螺柱的凸缘上之后,将螺柱的附接从上部滑块上移除以消除螺柱的上端部和上部的连接状态 部分赛跑者。 底板的另一侧设置有下层板,并固定在螺柱的凸缘上。 版权所有(C)2006,JPO&NCIPI
    • 5. 发明专利
    • Sound insulation wall structure with earthquake resistance
    • 具有抗震性能的声绝缘壁结构
    • JP2009007886A
    • 2009-01-15
    • JP2007172112
    • 2007-06-29
    • Takenaka Komuten Co Ltd株式会社竹中工務店
    • MATSUO TOYOHIROOKANO TOSHIYUKI
    • E04B1/82
    • PROBLEM TO BE SOLVED: To provide a sound insulation wall structure with earthquake resistance, which enhances the sound insulation performance of a sound insulation wall by reducing a low-pitched resonance phenomenon, and which exerts the excellent earthquake resistance.
      SOLUTION: A steel plate 10 and a plaster board 20 are erected on an installation surface almost in parallel with each other. In the steel plate 10, an almost horizontal bent bar 11 is formed by bending the steel plate 10. Thus, a first parallel section 12, a second parallel section 13 arranged farther from the plaster board 20 than the first parallel section 12, and a nonparallel section 14 nonparallel to the plaster board 20 are formed. Glass wool 50 is arranged between the first parallel portion 12 and the plaster board 20. An interval between the second parallel section 13 and the plaster board 20 is set as an interval at which the frequency of structural resonance generated by the second parallel section 13 and the plaster board 20 falls short of a target frequency set smaller than a lower limit value of a sound-insulation performance evaluation target frequency range.
      COPYRIGHT: (C)2009,JPO&INPIT
    • 要解决的问题:提供具有抗震性的隔音壁结构,通过降低低音谐振现象来提高隔音墙的隔音性能,并且具有优异的抗震性。 解决方案:钢板10和石膏板20彼此平行地竖立在安装表面上。 在钢板10中,通过弯曲钢板10形成几乎水平的弯曲杆11.因此,第一平行部分12,比石膏板20比第一平行部分12更远的布置的第二平行部分13,和 形成不平行于石膏板20的非平行部分14。 玻璃棉50布置在第一平行部分12和石膏板20之间。第二平行部分13和石膏板20之间的间隔被设置为由第二平行部分13产生的结构共振的频率和 石膏板20的距离小于隔声性能评价对象频率范围的下限值的目标频率。 版权所有(C)2009,JPO&INPIT
    • 6. 发明专利
    • Sound insulation wall structure using corrugated steel plate
    • 使用腐蚀钢板的声绝缘壁结构
    • JP2009007887A
    • 2009-01-15
    • JP2007172113
    • 2007-06-29
    • Takenaka Komuten Co Ltd株式会社竹中工務店
    • MATSUO TOYOHIROOKANO TOSHIYUKI
    • E04B1/82
    • PROBLEM TO BE SOLVED: To provide a sound insulation wall structure which enhances earthquake resistance by using a corrugated steel plate, and which enhances sound insulation by preventing or reducing a low-pitched structural resonance phenomenon.
      SOLUTION: A sound insulation wall 1 is constituted by being erected on an installation surface so that the first and second corrugated steel plates 10A and 10B can be brought into noncontact with each other and set almost parallel to each other and so that individual bent bars 11 can become almost horizontal. Individual portions of the first corrugated steel plate 10A, and individual portions of the second corrugated steel plate 10B, facing the individual portions of the first corrugated steel plate 10A, are at least partially arranged almost in nonparallel with one another. In the presence of portions arranged almost in parallel with one another, an interval between the portions is set as an interval which falls short of a target frequency set smaller than a lower limit value of a sound-insulation performance evaluation target frequency range.
      COPYRIGHT: (C)2009,JPO&INPIT
    • 要解决的问题:提供一种通过使用波纹钢板提高耐震性的隔音壁结构,并且通过防止或减少低调的结构共振现象来增强隔音性。 解决方案:隔音壁1由竖立在安装表面上而构成,使得第一和第二波纹状钢板10A和10B可以彼此不接触并且几乎彼此平行地设置,使得个体 弯曲杆11可以变得几乎水平。 第一波纹状钢板10A的各部分以及与第一波纹状钢板10A的各部分相对的第二波纹状钢板10B的各部分至少部分地彼此不平行地配置。 在存在彼此大致平行配置的部分的情况下,将各部分之间的间隔设定为低于隔音性能评价对象频率范围的下限值以下的目标频率的间隔。 版权所有(C)2009,JPO&INPIT
    • 7. 发明专利
    • Quake-resistant sound insulating wall structure
    • 防振声绝缘墙结构
    • JP2009007885A
    • 2009-01-15
    • JP2007172111
    • 2007-06-29
    • Takenaka Komuten Co Ltd株式会社竹中工務店
    • OKANO TOSHIYUKIMATSUO TOYOHIRO
    • E04B1/82
    • PROBLEM TO BE SOLVED: To provide a quake-resistant sound insulating wall structure wherein the sound insulating wall improves in a sound insulating performance by reducing a resonance phenomenon of a low-tone sound and is excellent in earthquake protection.
      SOLUTION: A steel plate 10 and a plaster board 20 stand on an installation surface without touching to each other as well as almost in parallel to each other. As for the steel plate 10, an almost horizontal folding line 11 is formed in the steel plate by bending the steel plate 10, so that a first parallel part 12 as well as a second parallel part 13 which are almost parallel to the plaster board 20 and a non-parallel part 14 which is almost non-parallel to the plaster board 20 are alternately formed in a vertical direction. The distances between the first parallel part 12 and the plaster board 20 and also between the second parallel part 13 and the plaster board 20 are arranged in such a way that a frequency of a structural resonance produced therebetween is below a target frequency which is set smaller than a lower limit within a frequency range for the sound-insulating performance evaluation object frequency.
      COPYRIGHT: (C)2009,JPO&INPIT
    • 要解决的问题:为了提供防震隔音壁结构,其中隔音壁通过减少低音的声音的共振现象而提高了隔音性能,并且具有优异的防震性能。 解决方案:钢板10和石膏板20不彼此接触并且几乎彼此平行地站立在安装表面上。 对于钢板10,通过弯曲钢板10在钢板上形成几乎水平的折线11,使得与石膏板20几乎平行的第一平行部12以及第二平行部13 并且在垂直方向交替地形成与石膏板20几乎不平行的非平行部14。 第一平行部分12和石膏板20之间以及第二平行部分13和石膏板20之间的距离被布置成使得它们之间产生的结构共振的频率低于设定得更小的目标频率 超过隔声性能评价对象频率的频率范围内的下限。 版权所有(C)2009,JPO&INPIT
    • 8. 发明专利
    • Squeak noise simulator and squeak noise simulation method
    • SQUEAK噪声模拟器和SQUEAK噪声模拟方法
    • JP2006337079A
    • 2006-12-14
    • JP2005159298
    • 2005-05-31
    • Takenaka Komuten Co Ltd株式会社竹中工務店
    • SASAKI YUICHIOKANO TOSHIYUKIENDO KATSUZO
    • G01M7/02
    • PROBLEM TO BE SOLVED: To provide a squeak noise simulator and a squeak noise simulation method for simulating squeak noise of a dry-type partition wall caused by wind in a flexible structure building.
      SOLUTION: Squeak noise in an actual building is considered to occur in a process in which frictional force is increased by an increase in a true contact area caused by early abrasion to result in noise occurrence. The accumulation of displacement amounts is found which is calculated from wind velocities/wind frequency at a planned construction site and from building properties. In a tester, the partition wall as a test body 11 is vibrated. After a lapse of a certain period of time, interlayer displacement is caused to occur therein by an amount corresponding to the accumulation, making it possible to create the state of the partition wall on the assumption that around one month has passed after the completion of construction. An abrasion speed is set at 0.3 to 1 mm/sec to simulate waveforms similar to those produced when a movement occurs in the actual building owing to wind.
      COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:提供一种吱吱声噪声模拟器和吱吱声噪声模拟方法,用于模拟由柔性结构建筑物中的风引起的干式隔墙的吱吱声。

      解决方案:实际建筑物中的吱吱声噪声被认为是在由于早期磨损引起的真实接触面积的增加而导致摩擦力增加以产生噪声的过程中发生的。 发现位移量的积累是根据计划的施工现场的风速/风频和建筑物的特性计算的。 在测试器中,作为测试体11的分隔壁振动。 经过一段时间后,层间位移在其中发生相当于累积的量,使得有可能在施工完成后大约一个月的时间内形成隔墙的状态 。 磨损速度设定为0.3〜1mm /秒,以模拟与实际建筑物中由于风而发生运动时产生的波形相似的波形。 版权所有(C)2007,JPO&INPIT