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    • 1. 发明专利
    • Underfloor structure on floor slab
    • 地板上的底层结构
    • JP2014185518A
    • 2014-10-02
    • JP2014143071
    • 2014-07-11
    • Daifuku Co Ltd株式会社ダイフクルネス
    • IIDA IKUOASAKUNO TATSUYAMAZAKI JOJITAKAHAMA KEISUKE
    • E04F15/00E04B5/43E04F15/18E04F15/20
    • PROBLEM TO BE SOLVED: To provide an easy-to-construct underfloor structure capable of enhancing the vibration control performance, sound insulation performance and gait performance of a building floor having a floor slab in a regular-beam structure, when constructing the building floor in a dual structure.SOLUTION: An elastic cushioning body 12 is mounted between the upper face of a sleeper beam 4A and a floor panel body 3, and an intermediate vibration control part 31 is arranged between both ends in the longitudinal direction of the sleeper beam 4A. The intermediate vibration control part 31 consists of an inverted π-shaped beam placement seat 33 having a center recessed portion 32 for supporting the sleeper beam 4A, thickness-increased support base parts 35 provided on a floor slab 2 separately at both left and right sides of the sleeper beam 4A so as to support both left and right wing plate parts 34a, 34b of the beam placement seat located on both left and right sides of the sleeper beam, respectively, and an elastic cushioning body 37 mounted between both left and right wing plate parts 34a, 34b of the beam placement seat 33 and the thickness-increased support base parts 35.
    • 要解决的问题:为了提供一种易于构造的地板下结构,能够提高具有正规梁结构的楼板的建筑物的振动控制性能,隔音性能和步态性能,当建造楼层时 双重结构。解决方案:在轨枕梁4A的上表面和地板面板体3之间安装弹性缓冲体12,并且在轨枕梁4A的纵向两端之间设置有中间振动控制部31 。 中间振动控制部31由倒立的梁状放置座33构成,其具有用于支撑轨枕梁4A的中央凹部32,分别设置在左右两侧的地板2上的厚度增加的支撑基部35 轨枕梁4A的侧面分别支撑位于轨枕梁的左右两侧的梁放置座椅的左右翼板部分34a,34b和安装在左和右两侧之间的弹性缓冲体37 光束放置座33的右翼板部34a,34b和厚度增加的支撑基部35。
    • 4. 发明专利
    • Underfloor structure on floor slab (3)
    • 地板上的底层结构(3)
    • JP2012136925A
    • 2012-07-19
    • JP2011049583
    • 2011-02-16
    • Daifuku Co Ltd株式会社ダイフクルネス
    • IIDA IKUOASAKUNO TATSUYAMAZAKI JOJITAKAHAMA KEISUKE
    • E04B5/43E04F15/18
    • PROBLEM TO BE SOLVED: To provide an underfloor structure on a floor slab of new building structures and renovation building structures of which vibration control performance, sound insulation performance and gait performance are enhanced by the low-rise and easy-to-assemble underfloor structure and of which robustness is enhanced even though a thickness of the floor slab is reduced.SOLUTION: An underfloor structure 200 arranged between floor plates 101, 102 and a floor slab 300 includes a plurality of metal sleeper beams 210 or sub beams 220 that are extended between beams x at both sides of the floor slab 300, arranged parallel to each other, and place and support the floor plates 101, 102 via elastic buffers on a top surface. A first damper 500 having a π shaped pedestal placing and supporting a lower portion of the sleeper beams 210 is arranged at both sides of a longitudinal direction. A point filling vibration control portion 610 or a guide sponge is parallely arranged between an undersurface and the floor slab 300, and between them, a strip-shaped ceiling vibration control portion 620, or a reverse π shaped beam placing bearing which places and supports a central bottom portion of the longitudinal direction of a lower portion of the sleeper beams so as to place and support a horizontal arm on the floor slab, is arranged.
    • 要解决的问题:在新建筑物的楼板上提供地板结构和翻新建筑结构,其低振动和易于组装的振动控制性能,隔音性能和步态性能得到提高 即使降低了落地板的厚度,地板结构也增强了坚固性。 布置在地板101,102和地板300之间的底板结构200包括多个金属轨枕梁210或子梁220,它们在地板300的两侧的梁x之间延伸,平行布置 并且通过顶表面上的弹性缓冲器放置和支撑地板101,102。 具有放置和支撑轨枕梁210的下部的π形基座的第一阻尼器500布置在纵向方向的两侧。 点填充振动控制部610或导向海绵平行布置在下表面和地板300之间,并且在它们之间,带状顶棚振动控制部分620或反向π形梁放置轴承,其放置并支撑 布置了卧铺梁下部的纵向方向的中央底部,以便将水平臂放置并支撑在楼板上。 版权所有(C)2012,JPO&INPIT
    • 6. 发明专利
    • Floor supporting structure for building
    • 地板支撑结构
    • JP2012136938A
    • 2012-07-19
    • JP2012097890
    • 2012-04-23
    • Daifuku Co LtdIida Kenchiku Sekkei Jimusho:KkShimizu Corp株式会社ダイフクルネス株式会社飯田建築設計事務所清水建設株式会社
    • IIDA IKUONAKAGAWA KIYOSHIIMAMURA YASUHARUASAKUNO TATSUYAMAZAKI JOJITAKAHAMA KEISUKEKANEMITSU MIE
    • E04B5/43E04B5/02
    • PROBLEM TO BE SOLVED: To provide a floor supporting structure for a building, in which sound insulating effects can be enhanced without depending on the thickness of a floor slab and the floor height of a living space can be increased, and furthermore, the weight of a concrete skeleton is reduced to improve earthquake-proof and vibration control performance and the amount of concrete to be used is also reduced to achieve the lighter weight and cost reduction of the building itself.SOLUTION: The floor slab Sf of the concrete skeleton F includes first and second floor supporting parts 8(1), 8(2) formed thick integrally extending from first and second girders Bb1, Bb2, and a horizontal wall part 9 formed thinner than the floor supporting parts 8(1), 8(2) to integrally join the floor supporting parts 8(1), 8(2). A sleeper beam 5 is supported on the first and second girders Bb1, Bb2 and the first and second floor supporting parts 8(1), 8(2).
    • 解决的问题:提供一种建筑物的地板支撑结构,其中可以提高隔音效果而不依赖于楼板的厚度,并且可以增加生活空间的地板高度,此外, 降低了混凝土骨架的重量,提高了防震和振动控制性能,减少了混凝土的使用量,从而实现了建筑物本身的轻量化和降低成本。 解决方案:混凝土骨架F的地板Sf包括形成为从第一和第二梁Bb1,Bb2整体延伸的第一和第二底板支撑部分8(1),8(2)和形成的水平壁部9 比地板支撑部分8(1),8(2)更薄以整体地连接地板支撑部分8(1),8(2)。 第一和第二桁架Bb1,Bb2以及第一和第二底板支撑部分8(1),8(2)支撑着一个轨枕梁5。 版权所有(C)2012,JPO&INPIT
    • 7. 发明专利
    • Underfloor structure on floor slab (2)
    • 地板上的底层结构(2)
    • JP2012136924A
    • 2012-07-19
    • JP2011049582
    • 2011-02-16
    • Daifuku Co Ltd株式会社ダイフクルネス
    • IIDA IKUOASAKUNO TATSUYAMAZAKI JOJITAKAHAMA KEISUKE
    • E04B5/43
    • PROBLEM TO BE SOLVED: To provide an underfloor structure on a floor slab which engages with the floor slab, the underfloor structure and a floor plate in a vibration isolation manner, of which vibration control performance, sound insulation performance and gait performance are enhanced by having the underfloor structure being low-rise, easy-to-assemble, light-weight and robust, and which corresponds to new building structures and renovation building structures.SOLUTION: An underfloor structure 200 arranged between a floor plate 100 and a floor slab 300 includes a plurality of metal sleeper beams 210 or sub beams 220 that are extended between beams x at both sides of the floor slab 300, arranged parallel to each other, and place and support the floor plate 100. A reverse π shaped beam placing bearing surface which places and supports a lower portion of the sleeper beams 210 is provided at both sides of a longitudinal direction of the sleeper beams 210. A first damper 500 is provided at a lower part of a pair of seating legs, and the first damper 500 and/or a second damper 600 are/is arranged at the central part. According to circumstances, the damper arranged at the central portion between both sides of the longitudinal direction of the sleeper beams 210 interposes an enhanced step so as to be arranged on the floor slab 300.
    • 要解决的问题:为了在楼板上提供地板结构,该地板与地板坯,地板结构和隔振方式的底板,其振动控制性能,隔音性能和步态性能是 通过使底板结构为低层,易于组装,重量轻且坚固,并且对应于新的建筑结构和翻新建筑结构而得到加强。 布置在地板100和落地板300之间的地板下部结构200包括多个金属轨枕梁210或副梁220,它们在地板300的两侧的梁x之间延伸,平行于 彼此放置并支撑地板100.在轨枕梁210的纵向方向的两侧设置有放置并支撑轨枕梁210的下部的反向π形梁放置支承表面。第一阻尼器 500设置在一对座椅的下部,并且第一阻尼器500和/或第二阻尼器600布置在中心部分。 根据情况,布置在轨枕梁210的纵向两侧之间的中央部的阻尼器设置了增强的台阶,以便布置在地板300上。版权所有(C)2012,JPO&INPIT
    • 10. 发明专利
    • Underfloor structure on floor slab
    • JP2014062457A
    • 2014-04-10
    • JP2014003121
    • 2014-01-10
    • Daifuku Co Ltd株式会社ダイフクルネス
    • IIDA IKUOASAKUNO TATSUYAMAZAKI JOJITAKAHAMA KEISUKE
    • E04B5/43
    • PROBLEM TO BE SOLVED: To provide an easy-to-construct underfloor structure capable of enhancing the vibration control performance, sound insulation performance and gait performance of a building floor having a floor slab in a regular-beam structure, when constructing the building floor in a dual structure.SOLUTION: An elastic cushioning body 12 is mounted between the upper face of a sleeper beam 4A and a floor panel body 3, and an intermediate vibration control part 31 is arranged between both ends in the longitudinal direction of the sleeper beam 4A. The intermediate vibration control part 31 consists of an inverted π-shaped beam placement seat 33 having a center recessed portion 32 for supporting the sleeper beam 4A, thickness-increased support base parts 35 provided on a floor slab 2 separately at both left and right sides of the sleeper beam 4A so as to support both left and right wing plate parts 34a, 34b of the beam placement seat located on both left and right sides of the sleeper beam, respectively, and an elastic cushioning body 37 mounted between both left and right wing plate parts 34a, 34b of the beam placement seat 33 and the thickness-increased support base parts 35.