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    • 1. 发明专利
    • Composite panel and its manufacturing method
    • 复合面板及其制造方法
    • JP2005059342A
    • 2005-03-10
    • JP2003291358
    • 2003-08-11
    • Ohbayashi CorpSekigahara Sekizai Kk株式会社大林組関ケ原石材株式会社
    • JINNO MANABUOGAWA HARUKAOKUDA AKIKOTAMURA ETSUNORIYAMAKITA MASANORI
    • E04B9/32B32B9/00E04C2/54F21V3/04
    • PROBLEM TO BE SOLVED: To enhance the bending strength of a composite panel as a whole without making a thin panel and a reinforcing material thick. SOLUTION: The composite panel is equipped with the square plate-shaped thin panel 2 comprising a stone material having light transmissivity such as marble, granite or the like and the reinforcing material 3 integrally provided on the rear side of the thin panel 2 and comprising glass, a synthetic resin or the like having light transmissivity. The reinforcing material 3 is constituted of a square plate-shaped substrate 4 integrally provided on the rear of the thin panel and a square ring-shaped rib 5 integrally provided on the peripheral edge part of the substrate 4. Since the bending strength of the thin panel 2 is enhanced by the rib 5, a predetermined bending strength is obtained even if the thin panel 2 and the substrate 4 are made thin, light transmissivity can be enhanced, the illumination of pale light transmitted through the hue and pattern of the thin panel 2 is obtained, the design effect of a building can be enhanced and a high grade feeling can be imparted to the building. COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:为了提高复合板整体的弯曲强度而不使薄板和增强材料变厚。 解决方案:复合面板配备有方形板状薄板2,其包括具有透光性的石材,例如大理石,花岗岩等,以及整体设置在薄板2的后侧的增强材料3 并且包含具有透光性的玻璃,合成树脂等。 增强材料3由一体地设置在薄板的后部的方形板状基板4和一体地设置在基板4的周缘部的方形的环状的肋5构成。由于薄的弯曲强度 面板2由肋5增强,即使薄板2和基板4变薄,也可获得预定的弯曲强度,可以提高透光率,透过透明色调的浅色光和薄板的图案 2,可以提高建筑物的设计效果,并可以对建筑物赋予高等级的感觉。 版权所有(C)2005,JPO&NCIPI
    • 2. 发明专利
    • Method for constructing earth retaining wall
    • 构造地球保持墙的方法
    • JP2007224716A
    • 2007-09-06
    • JP2007113317
    • 2007-04-23
    • Ohbayashi Corp株式会社大林組
    • TAMURA ETSUNORIHAKAMATA HIROSHIOI JUNJISUGIMOTO KOICHIKUNISHIMA TOSHITAKAYAGI MASAKISUZUKA TAKUOITO MASAMIYOKOYAMA BANSHIUENO TAKAYUKINISHIDA KENJIMORIWAKI TOMIOISHII YUSUKEMOTOI YASUO
    • E02D5/20E02D29/045E21D13/00
    • PROBLEM TO BE SOLVED: To provide a method for constructing an earth retaining wall in which a back filling for charging soil pressure need not be conducted at a pre-stage when the wall is built when an underground structure is disassembled and a new underground structure is constructed anew to a section, where the underground structure is built.
      SOLUTION: When the underground structure 1 is demolished and the earth retaining walls 3 are constructed for anew building the new underground building 2 to a section where the underground structure 1 is built, disassembling works disassembling the structure 1 are carried out, leaving sections required for charging at least soil pressure as soil pressure charging sections first, and a space for an operation is formed by the disassembling work. The earth retaining walls 3 are built under at least soil-pressure charging sections by utilizing the space for the operation, the soil-pressure charging sections include ground beams and construct the earth retaining walls which lie across the ground beams.
      COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:提供一种用于构造挡土墙的方法,其中当拆除地下结构时,在建造墙壁的前期阶段不需要进行填充土壤压力的填充,并且新的 地下结构重新建成了地下建筑物的一段。

      解决方案:当地下结构1被拆除并且将挡土墙3构造成新建地下建筑物2到建造地下结构1的部分时,进行拆卸结构1的拆卸工程,离开 首先为土壤压力充填部至少充填土壤压力所需的部分,通过拆卸作业形成操作空间。 通过利用用于操作的空间,土壤保持壁3被构建在至少土壤压力充填部分的下面,土壤压力充气部分包括地面梁,并且构成横跨地面梁的土挡土墙。 版权所有(C)2007,JPO&INPIT

    • 3. 发明专利
    • Hoisting device for crane, and exterior material fitting method
    • 用于起重机的外壳装置和外部材料接合方法
    • JP2006008324A
    • 2006-01-12
    • JP2004187832
    • 2004-06-25
    • Ohbayashi Corp株式会社大林組
    • TAGAMI HIROMASAYAGI MASAKITAMURA ETSUNORIKITANO TADASHIMATSUI MASAHIRO
    • B66C13/08
    • PROBLEM TO BE SOLVED: To provide a hoisting device for a crane capable of coming alongside of an outside part of a skeleton without generating interference between an object and capable of always maintaining horizontal condition without losing horizontal balance of the device when unloading a hoisted load.
      SOLUTION: This hoisting device 1 is provided with a frame 2 to be hoisted by a crane, which is framed into a rectangular shape and formed with a hoisting load 20 supporting/fixing part in a side surface on a horizontal longitudinal building side thereof, and provided with a balance weight 5 capable of moving along the horizontal longitudinal direction inside the frame 2.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:提供一种能够与骨架的外部部分并排而不会产生物体之间的干扰并能够始终保持水平状态的起重机的提升装置,而在不损失装置的水平平衡的情况下 悬挂载荷 解决方案:该起重装置1设置有由起重机提升的框架2,该起重机被框架成矩形形状,并且在水平纵向建筑物侧的侧表面中形成有起重负载20支撑/固定部分 并且设置有能够在框架2内沿着水平纵向方向移动的平衡锤5.版权所有(C)2006,JPO&NCIPI
    • 4. 发明专利
    • System and method for management of material lifting
    • 材料提升管理系统与方法
    • JP2004307132A
    • 2004-11-04
    • JP2003102684
    • 2003-04-07
    • Ohbayashi Corp株式会社大林組
    • TAMURA ETSUNORISUZUKI YOSHIYUKITAKIZAWA HEIICHIRO
    • E04G21/00B66C13/00E04G21/14G06Q50/00G06Q50/08G06F17/60
    • PROBLEM TO BE SOLVED: To efficiently manage lifting works of materials at a construction site. SOLUTION: Information including the scheduled date and time of using a lifting device, a company to use the device, materials to be lifted, a destination for lifting, the lifting weight and the like is input through a terminal 2. The input information is registered in the database 4. Applications for reservation of the lifting device are received while referring to the registered information of the database 4. During the actual lifting work, schedule tables 20, 22 and 24 by the person in charge are prepared for each scheduled date of service based on the registered information of the database 4, and the lifting work is smoothly performed. COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:有效管理施工现场的材料起重工程。

      解决方案:通过终端2输入包括使用提升装置,公司使用装置,提升材料,提升目的地,提升重量等的预定日期和时间的信息。输入 信息被登记在数据库中4.参照数据库4的登记信息接收提升装置的预约申请。在实际的提升工作中,由负责人准备安排表20,22和24, 基于数据库4的注册信息的预定的服务日期,并且顺利地执行提升工作。 版权所有(C)2005,JPO&NCIPI

    • 8. 发明专利
    • Method for constructing earth retaining wall
    • 构造地球保持墙的方法
    • JP2003293363A
    • 2003-10-15
    • JP2002095910
    • 2002-03-29
    • Ohbayashi Corp株式会社大林組
    • TAMURA ETSUNORIHAKAMATA HIROSHIOI JUNJISUGIMOTO KOICHIKUNISHIMA TOSHITAKAYAGI MASAKISUZUKA TAKUOITO MASAMIYOKOYAMA BANSHIUENO TAKAYUKINISHIDA KENJIMORIWAKI TOMIOISHII YUSUKEMOTOI YASUO
    • E02D29/045E02D5/20E21D13/00
    • PROBLEM TO BE SOLVED: To provide a method for constructing an earth retaining wall in which a back filling for charging soil pressure need not be conducted at a pre-stage when the wall is built when an underground structure is disassembled and a new underground structure is constructed anew to a section, where the underground structure is built.
      SOLUTION: When the underground structure 1 is demolished and the earth retaining walls 3 are constructed for anew building the new underground building 2 to the section where the underground structure 1 is built, disassembly works disassembling the structure 1 are carried out, leaving sections required for charging at least soil pressure such as underground exterior walls 6 and ground beams 7 as soil-pressure charging sections 5 first, and a space S for an operation is formed by the disassembly works. The earth retaining walls 3 are built under at least soil-pressure charging sections 5 such as the ground beams 7 by utilizing the space S for the operation.
      COPYRIGHT: (C)2004,JPO
    • 要解决的问题:提供一种用于构造挡土墙的方法,其中当拆除地下结构时,在建造墙壁的前期阶段不需要进行填充土壤压力的填充,并且新的 地下结构重新建成了地下建筑物的一段。

      解决方案:当地下结构1被拆除并且将挡土墙3建造成新建地下建筑物2到地下结构1的部分时,拆除结构1的拆卸工作被执行,离开 首先,至少需要对诸如地下外墙6和地面梁7的土压进行土压力充填部分5所需的部分,并且通过拆卸工作形成操作空间S. 通过利用空间S将土挡土墙3构造在至少土壤压力充填部5(例如地面梁7)的下方。 版权所有(C)2004,JPO

    • 9. 发明专利
    • Sheath material mounting device and sheath material mounting method
    • SHEATH材料安装装置和护套材料安装方法
    • JP2006009407A
    • 2006-01-12
    • JP2004187833
    • 2004-06-25
    • Ohbayashi Corp株式会社大林組
    • TAGAMI HIROMASAYAGI MASAKITAMURA ETSUNORIKITANO TADASHIMATSUI MASAHIROONO HIDEO
    • E04G21/16E04G3/28
    • PROBLEM TO BE SOLVED: To shorten an occupied time for a crane when a sheath material is mounted on the outer surface of a building skeleton.
      SOLUTION: This mounting device comprises a pair of lifting beams 3 formed by integrating a pair of lifting pieces 4 connected to a sling W to the upper part thereof, connection columns 5 suspended from the tip lower part of the lifting beams 3 and connected to brackets 26 fitted to the outer surface side upper floor surface of the skeleton 25 beforehand, leg parts 6 positioned at the rear of the connection columns, suspended to the lower part of the lifting beams 3, and installed on upper floor surface support materials, a trolley 7 using the lifting beams 3 as guides and supported to be longitudinally moved along the guides, a chain block 8 suspended from the trolley 7 and liftably suspending the sheath material 23, and a gondola-like working frame 9 connected to the trolley 7 and horizontally moving together with the movement of the trolley 7.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:当护套材料安装在建筑骨架的外表面上时,缩短起重机的占用时间。 解决方案:该安装装置包括一对提升梁3,其通过将连接到吊索W的一对提升件4与其上部相结合而形成,连接柱5悬挂在提升梁3的末端下部和 预先安装在骨架25的外表面侧上部地板表面上的支架26,位于连接柱后部的悬挂在起重梁3的下部的脚部6,并安装在上部地板支撑材料 ,使用起重梁3作为导向并被支撑以沿着导向件纵向运动的手推车7,从手推车7悬挂并可升降地悬挂护套材料23的链条8和连接到手推车的缆车式工作框架9 7,并与手推车7的运动一起水平移动。版权所有(C)2006年,JPO&NCIPI