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    • 2. 发明专利
    • Walkway on folded plate roof
    • WALKWAY折叠板屋顶
    • JP2009007796A
    • 2009-01-15
    • JP2007168788
    • 2007-06-27
    • Takenaka Komuten Co Ltd株式会社竹中工務店
    • NAKASU TSUKASAMIYATA TAKASHIKANEKO TOYOZO
    • E04G3/22E04G5/04
    • PROBLEM TO BE SOLVED: To provide a walkway which is formed of existing temporary scaffold boards and fittings, and can be easily set on the folded plate roof in longitudinal and transverse directions by making use of roof connection bolts used for construction of the folded plate roof.
      SOLUTION: In construction of the walkway, a bearing member 5 is erected astride at least two mutually adjacent ridges of the folded plate roof, and both ends of the bearing member 5 are fixed to the roof by making use of the roof connection bolts 4A or 4B used for construction of the folded plate roof. Then a walkway member 7 is erected on the bearing member 5 in the same direction as that of a folding line of the folded plate 3. Further both ends 8a of a fixing band 8 retaining an upper surface of the walkway member 7 in a transverse direction are connected to the bearing member 5 by bolts 9.
      COPYRIGHT: (C)2009,JPO&INPIT
    • 要解决的问题:提供由现有的临时脚手架板和配件形成的走道,并且可以通过使用用于构造的屋顶连接螺栓容易地在纵向和横向上设置在折叠板屋顶上 折叠板屋顶。 解决方案:在人行道的构造中,轴承构件5跨越折叠板屋顶的至少两个彼此相邻的脊部而竖立,并且通过利用屋顶连接件将轴承构件5的两端固定到屋顶 用于构造折叠板屋顶的螺栓4A或4B。 然后,沿与折叠板3的折线相同的方向在轴承构件5上竖立走道构件7.另外,固定带8的两端部8a沿横向保持通道构件7的上表面 通过螺栓9连接到轴承部件5.版权所有(C)2009,JPO&INPIT
    • 4. 发明专利
    • Waterproofing method
    • 防水方法
    • JP2006070664A
    • 2006-03-16
    • JP2004258737
    • 2004-09-06
    • E & A Kikaku:KkTakenaka Komuten Co Ltd有限会社E&A企画株式会社竹中工務店
    • MIYATA TAKASHINAKASU TSUKASAMORI KUNIMITSUTSUTSUMI KENJI
    • E04F15/12
    • PROBLEM TO BE SOLVED: To provide a waterproofing method capable of preventing any occurrence of unevenness on a waterproofing sheet having moisture permeability even though there is a slight unevenness on a concrete or mortar surface when giving waterproofing treatment to the concrete or mortar surface of a slab of building by using the waterproofing sheet having moisture permeability without giving any harmful influence upon working or surrounding environment due to the evaporation of organic solvents, as well as reducing the load of the building applied to its structural body and permitting persons to walk on the slab.
      SOLUTION: Resin mortar 4 is coated to a concrete surface S of the roof slab; a waterproofing sheet layer A having moisture permeability laminated with a partial adhesion or deposition of unwoven cloths 2a, 2b on both obverse and reverse surfaces of a macromolecular membrane 1 is laid on the resin mortar layer; and then a cement-based protecting material 5 is coated to the top of the waterproofing sheet layer A having moisture permeability.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:提供一种防水方法,即使在对混凝土或砂浆表面进行防水处理时,即使在混凝土或砂浆表面上存在轻微的不均匀性,也能够防止在具有透湿性的防水片上发生不均匀性 通过使用具有透湿性的防水片,由于有机溶剂的蒸发而对工作或周围环境没有任何有害影响,并且减少施加到其结构体上的建筑物的载荷并允许人们行走 在板上。 解决方案:将树脂砂浆4涂覆到屋顶板的混凝土表面S; 在树脂砂浆层上铺设防水层A,其在高分子膜1的正面和反面上层压有部分粘合或无纺布2a,2b的沉积层压; 然后将水泥基保护材料5涂覆到具有透湿性的防水片层A的顶部。 版权所有(C)2006,JPO&NCIPI
    • 5. 发明专利
    • Earth retaining wall structure
    • 地球保持墙结构
    • JP2005201009A
    • 2005-07-28
    • JP2004010583
    • 2004-01-19
    • Takenaka Komuten Co Ltd株式会社竹中工務店
    • MIYATA TAKASHINAKASU TSUKASAMIURA HIROYUKIIWAHASHI TSUKASA
    • E02D17/04E02D5/02
    • PROBLEM TO BE SOLVED: To provide an earth retaining wall structure wherein excavation area is reduced to the utmost and both labor and time for excavation work and horizontal member disassembling work on the excavation side are reduced.
      SOLUTION: In the earth retaining wall structure, an earth retaining wall 1 constituted of a plurality of horizontal laggings 3 and soldier beams 2 laid along an earth retaining face F is supported by a horizontal member 4 disposed horizontally between the soldier beams 2 and an anchor member 5 disposed between the horizontal member 4 and the ground side soil to resist against earth pressure. The horizontal member 4 is overlapped in thickness direction of the soldier beams 2 as viewed from the direction along the earth retaining face F and is secured to the soldier beams 2.
      COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:为了提供挖掘区域最小化并且挖掘作业的劳动和时间以及挖掘侧的水平构件拆卸作业减少的挡土墙结构。 解决方案:在挡土墙结构中,沿着地面保持面F放置的多个水平分层3和士兵梁2构成的挡土墙1由水平构件4支撑,水平构件4水平地设置在战士梁2 以及锚定构件5,其设置在水平构件4和接地侧土壤之间以抵抗土压力。 从沿着挡土面F的方向观察时,水平构件4的厚度方向与士兵梁2的厚度方向重叠,并且固定在士兵梁2上。(C)2005,JPO&NCIPI