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    • 4. 发明专利
    • Soundproof structure
    • 声音结构
    • JP2008014073A
    • 2008-01-24
    • JP2006187940
    • 2006-07-07
    • Hayakawa Rubber Co Ltd早川ゴム株式会社
    • KAKIMOTO HIROBUMIKISO OSAMU
    • E04B1/82
    • PROBLEM TO BE SOLVED: To obtain a soundproof structure which is adapted to both new construction or reforming and reduces the floor impact sound of a boundary floor, and also to obtain a soundproof material used for the soundproof structure.
      SOLUTION: The soundproof structure 1 is provided. The soundproof structure 1 comprises the boundary floor 2, a ceiling cavity 3, and a ceiling 4. The boundary floor 2 comprises a color floor 2A, plywood 2B, a soundproof material 2C, and a boundary floor plate material (plywood) 2D in sequence from the above. The boundary floor plate material 2D is nailed to a joist 5. A ceiling joist 6 is provided below the joists 5 and between them in the ceiling cavity 3. Two gypsum boards 8 are fixed to the lower part of the ceiling joist 6 as the ceiling 4 through a vibration damping material 7 as a kind of soundproof material. A viscoelastic body (vibration damping material) 9 with a constraining member as another kind of sound insulating material is stuck to the upper side of an upper gypsum board 8. The gypsum boards 8 are fixed by screws with joints shifted from each other to prevent the joints from being superposed upon each other.
      COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:获得适用于新建筑或改造的隔音结构,并减少边界地板的地板撞击声,并且获得用于隔音结构的隔音材料。 解决方案:提供隔音结构1。 隔音结构1包括边界层2,天花板腔3和天花板4.边界层2依次包括彩色底板2A,胶合板2B,隔音材料2C和边界底板材料(胶合板)2D 从上面。 边界地板材料2D被钉在托梁5上。天花板托梁6设置在托梁5的下方并且在天花板腔3之间。两个石膏板8固定在天花板托梁6的下部作为天花板 4通过减振材料7作为一种隔音材料。 将具有作为另一种隔音材料的约束构件的粘弹体(减震材料)9粘贴在上石膏板8的上侧。石膏板8通过螺钉固定,接头彼此偏移以防止 关节互相叠加。 版权所有(C)2008,JPO&INPIT
    • 5. 发明专利
    • Vibration-proof header, and its construction method
    • 振动试验机及其施工方法
    • JP2006328896A
    • 2006-12-07
    • JP2005157391
    • 2005-05-30
    • Hayakawa Rubber Co Ltd早川ゴム株式会社
    • KISO OSAMUKAKIMOTO HIROBUMI
    • E04F15/18E04B5/43E04F15/00
    • PROBLEM TO BE SOLVED: To provide a vibration-proof header at an outer periphery of each floor, which is capable of decreasing a depression of a floor due to a heavy floor load and also capable of preventing any impact noise due to the heavy floor in a detached house or a low-rise multiple dwelling house having a low degree of fixation between the structural members.
      SOLUTION: A vibration-proof header 1 is provided between a floor system and floor members in these buildings. The vibration-proof header 1 comprises a floor joist 2 and impact absorbing members 3, 4 and 5 located underneath the floor joist 2. The impact absorbing members 3, 4 and 5 comprise a plurality of spring parts attached to the bottom of the floor joist 2 at certain intervals. Each spring member is fixed to the floor joist 2. At least two spring members are fixed to the floor diaphragm surface and have a shock absorbing ability. The vibration-proof header 1 can be also used for the construction work for soundproof floor construction.
      COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:为了在每个楼层的外周设置防振集管,能够减少由于地板负荷而造成的地板下压,并且还能够防止由于 独立式房屋中的重型地板或结构构件之间的固定程度较低的低层多层住宅。 解决方案:在这些建筑物中的地板系统和地板构件之间设置防振集管1。 防震集管1包括地板托梁2和位于地板托梁2下方的冲击吸收件3,4和5.冲击吸收件3,4和5包括多个弹簧部件,该弹簧件附接到地板托梁底部 2以一定的间隔。 每个弹簧构件固定到地板托梁2.至少两个弹簧构件固定在地板隔膜表面上并具有减震能力。 防震集管1也可用于隔音地板施工的施工。 版权所有(C)2007,JPO&INPIT
    • 7. 发明专利
    • STRUCTURE FOR PARTITIONING WALL
    • JP2002138597A
    • 2002-05-14
    • JP2000334762
    • 2000-11-01
    • HAYAKAWA RUBBER
    • KAKIMOTO HIROBUMIKISO OSAMU
    • E04B1/98E04B1/82E04B2/82E04B5/43
    • PROBLEM TO BE SOLVED: To obtain a structure for a partitioning wall capable of remarkably reducing heavy-weight floor impact sound, in which the height of the partitioning wall can be easily adjustable, and once its height being adjusted, displacement of the wall is prevented as well as jolting movement and coming loose of the wall to cause unpleasant noise. SOLUTION: One example of a structure for a partitioning wall 1 comprises a floor base 2, floor material 3 applied on the floor base 2, a partitioning wall 4, a ceiling board 5 and a ceiling board receiving cleat 6. The floor material 3 includes a through-hole 3a, and the partitioning wall 4 includes a pair of wall panels 4a, 4b and a lower frame 4c and an upper frame 4d provided between the wall panels 4a and 4b. A wall supporting material 7 with the character frequency of between 10 and 150 Hz is provided at least in a part of the through-hole 3a. The wall supporting material 7 is made from an elastic body, particularly one or more selected from rubber elastic body, plastic elastic body and spring elastic body. The wall supporting material 7 supported by the floor base 2, supports the lower frame 4c, while the ceiling board 5 is provided on the upper frame 4d, which is fixed to the ceiling board receiving cleat 6, provided on the ceiling board 5.
    • 8. 发明专利
    • SOUNDPROOF FLOOR STRUCTURE
    • JP2001146811A
    • 2001-05-29
    • JP32899999
    • 1999-11-19
    • DAIWA HOUSE INDHAYAKAWA RUBBER
    • YAJIMA HIROYUKIKAKIMOTO HIROBUMIKISO OSAMU
    • E04B1/98E04B5/43
    • PROBLEM TO BE SOLVED: To provide a soundproof floor structure capable of remarkably reducing a heavy floor impact noise. SOLUTION: This soundproof floor material 7 comprises a lower plate material 9, a plurality of impact cushioning members 10 and 11, and an upper member 12. The lower member is fixed to a floor lower structural body 3, the upper plate material is fixed to a floor upper structural body 4, and each impact cushioning member is disposed between the lower plate material and upper plate material. The impact cushioning member are separated from each other, a space 13 is formed in the horizontal direction, spring characteristics held by the impact cushioning members are selected from a group comprising linear spring characteristics, progressive spring characteristics, and constant load spring characteristics, and the spring characteristics of one impact cushioning member 10 are different from those of the other impact cushioning member 11. A floor bed material 5 has a bending strength of 13.0 N/mm2 or more by a JIS-A-5908 test and a thickness of 15 mm or more, and the weight of a floor upper structural body 4 per m2 is 40 to 100 kg.