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    • 1. 发明专利
    • Boring machine for pipe roof construction method coping with high water pressure
    • 用于高压水压管道屋顶施工方法的镗孔机
    • JP2011069082A
    • 2011-04-07
    • JP2009220005
    • 2009-09-25
    • Alpha Civil Engineering:KkOhbayashi Corp株式会社アルファシビルエンジニアリング株式会社大林組
    • SAITO KIYOSHINAKAMURA TOSHIAKISUZUKA TAKUOUEDA HISATERUMATOBA KAZUHIKOSAKAI EIJITOKIEDA NAOTOSAKAKIBARA MASATAKA
    • E21D9/06E21D9/04
    • PROBLEM TO BE SOLVED: To provide a boring machine for a pipe roof construction method, which can cope with high water pressure or the like and is high in safety.
      SOLUTION: A front body 11a and a rear body 11b are connected to be foldable by a direction correcting jack 12. The front body 11a and the rear body 11b excluding the folded part are composed of steel pipes of the same outer diameter and material as a jacking steel pipe 21, and the open bulkhead 11c is integrally mounted to the front body 11a, and an excavating apparatus 13 including a cutter 13a and a soil removing pipe 14 is mounted to the opening of the open bulkhead 11c so as to be detached to the rear side. A soil removing steel pipe 15 opened at part of a sidewall is mounted to the rear end of the soil removing pipe 14, and a succeeding soil removing pipe 16 is connected to the opening of the soil removing steel pipe 15. A gate 17 intercepting the opening of the soil removing steel pipe 15 is provided in a longitudinally slidable manner, and a soil removing valve 19 for adjusting a soil removing pressure is provided in at the intermediate position of the succeeding soil removing pipe 16.
      COPYRIGHT: (C)2011,JPO&INPIT
    • 要解决的问题:提供一种用于管道屋顶施工方法的镗床,其可以应对高水压等并且安全性高。 解决方案:前身11a和后体11b连接成能够被方向校正千斤顶12折叠。除了折叠部分之外的前身11a和后体11b由相同外径的钢管和 作为起升钢管21的材料,开放隔板11c整体地安装在前主体11a上,并且包括切割器13a和除污管14的挖掘装置13安装在开放隔板11c的开口上,以便 分离到后方。 在除污管14的后端安装有在侧壁的一部分开口的污物去除钢管15,后面的除污管16连接到除污钢管15的开口。一个挡板17 除垢钢管15的开口设置成纵向可滑动的方式,并且在随后的除污管16的中间位置处设置有用于调节去污压力的去污阀19.权利要求(C )2011,JPO&INPIT
    • 2. 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

    • 4. 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

    • 5. 发明专利
    • Classifier of waste
    • JP2004313862A
    • 2004-11-11
    • JP2003108669
    • 2003-04-14
    • Ohbayashi Corp株式会社大林組
    • SUZUKA TAKUOYAGI MASAKITAGAMI HIROMASA
    • B65F5/00B03C1/00B03C1/14B03C1/22B07B1/28B07B9/00
    • Y02W30/64
    • PROBLEM TO BE SOLVED: To provide a classifier of waste capable of performing classification operation efficiently in hygienic environment. SOLUTION: The classifier of waste is provided with a housing 1 of which the front part opening is made to be a waste carrying-in port and the back part opening is made to be a waste carrying-out port, a belt conveyor 14 which protrudes the start-end side from a housing front part opening, positions the terminal side within the housing and makes a terminal side pulley a magnet pulley 14b, a sieve frame stand 10 arranged on the lower part of conveyance terminal position of the conveyor 14, a chute 16 which discharges and guides metal separated from the pulley 14b, a vibration type sieve 11 which is arranged opposite to the conveyance terminal position of the conveyor 14 on the sieve frame stand 10, a plurality of waste accumulation boxes 12 which are movable back and forth in the lower part space of the sieve frame stand 10 and capable of taking-out through the back part opening and a dust collector 6 which faces the top end of a suction nozzle 9a toward the side surface or the lower surface of the sieve 11. COPYRIGHT: (C)2005,JPO&NCIPI
    • 8. 发明专利
    • SLUDGE TREATMENT METHOD AND FACILITY
    • JP2000015018A
    • 2000-01-18
    • JP18656098
    • 1998-07-01
    • OHBAYASHI CORP
    • KANAI MAKOTOSUZUKA TAKUOMATOBA KAZUHIKO
    • B01D25/12B01D36/02
    • PROBLEM TO BE SOLVED: To lower the water content ratio of treated soil by suppressing the fluidity of primarily treated soil and at the same time heightening dewatering efficiency in secondary treatment. SOLUTION: The slurry treatment facilities 1 are provided with an earth and sand-separating apparatus 2 a liquid cyclone 3 installed in the earth and sand-separating apparatus 2, a slurry tank 6 in which the over muddy water of the liquid cyclone is mixed and stirred with a flocculant supplied from a PAC tank 5, and a filter press 7 for pressurizing and dewatering flocculated and precipitated matter discharged out of a slurry tank. Coarse particle matter, for example coarse particle of 500 μm or larger, having a larger diameter than fine sand is sorted and separated from discharged muddy water to give primarily treated soil by the earth and sand-separating apparatus 2 and the liquid cyclone 3 and fine particle matter having a smaller particle diameter than the coarse particle, that is fine particle matter with smaller than 500 μm, is flocculated and precipitated to give secondarily treated soil by mixing and stirring the resultant discharged muddy water after the sort and separation with a flucculant in the slurry tank 6.