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    • 1. 发明专利
    • Block joint and block frame
    • 块联合框架
    • JP2012172419A
    • 2012-09-10
    • JP2011036079
    • 2011-02-22
    • Shimizu CorpUnytite Co Ltdユニタイト株式会社清水建設株式会社
    • YOMO HIROAKIINOUE KEIMEIKANEMARU KIYOTOASO TOSHIMITSUINOUE TOMIHISAMIYATA KATSUHARU
    • E21D11/04
    • PROBLEM TO BE SOLVED: To provide an effective and appropriate block joint capable of connecting various block frames such as segments with each other by a single operation; and a block frame to be connected by the block joint.SOLUTION: Block joints 2(2A,2B) with a fitting part installed in both joint end surfaces of a pair of block frames (segment 1A,1B) and for sliding the mutual joint end surfaces in a single direction so as to fit and join them mutually comprises the fitting part and a fixing part. The fitting part is extended in a sliding direction of the block frame while the fitting part has the same cross section in the sliding direction, and a fitting part shaft in an extended direction of the fitting part is disposed in a tilting state so as to approach the side of the other block frame as the block frame moves toward the sliding direction relative to the other block frame. The fitting part is the fitting part of a linear steel sheet pile and the fixing part is a plate part of the linear steel sheet pile. The intermediate part of the fixing part is shaped in a folding form.
    • 要解决的问题:提供一种能够通过单次操作来连接诸如段之间的各个框架的有效和适当的块接头; 以及通过块接头连接的块框架。 解决方案:具有安装在一对框架(段1A,1B)的两个接合端面中的配合部分的块接头2(2A,2B),并且用于沿单个方向滑动相互接合的端面,以便 相互配合并相互连接,包括装配部分和固定部分。 嵌合部在滑动方向上具有相同的横截面,并且嵌合部的延伸方向的嵌合部轴以倾斜状态配置为接近,从而在嵌合框架的滑动方向上延伸 当框架框架相对于另一块框架朝向滑动方向移动时,另一块框架的侧面。 装配部分是线性钢板桩的装配部分,固定部分是线性钢板桩的板部分。 固定部分的中间部分成形为折叠形状。 版权所有(C)2012,JPO&INPIT
    • 5. 发明专利
    • Composite segment
    • 复合材料
    • JP2014020110A
    • 2014-02-03
    • JP2012159698
    • 2012-07-18
    • Shimizu Corp清水建設株式会社
    • KANEMARU KIYOTOASO TOSHIMITSUTAKANASHI KAZUMITSU
    • E21D11/04B28B7/10C04B41/63E21D11/14
    • PROBLEM TO BE SOLVED: To provide a composite segment capable of reducing the amount of steel material and welding while having excellent strength characteristics, in comparison with a conventional composite segment.SOLUTION: A composite segment includes: at least one of an inner surface steel plate forming an inner space-side inner surface of a tunnel and an outer surface steel plate 1 forming a natural ground-side outer surface A1 of the tunnel; mortar or concrete 4 which is formed integrally with the steel plate 1 via a stud 2 protrusively provided on the steel plate 1 and which forms a body part 3 of the composite segment A; and a resin coating layer 5 which forms four joint surfaces A2, A3, A4 and A5 of the composite segment A by coating four side surfaces 4a, 4b, 4c and 4d of the mortar or concrete 4, respectively.
    • 要解决的问题:与传统的复合段相比,提供能够减少钢材量和焊接量而具有优异强度特性的复合段。解决方案:复合段包括:至少一个内表面钢板 形成隧道的内部空间侧内表面和形成隧道的自然接地侧外表面A1的外表面钢板1; 砂浆或混凝土4,其通过突出地设置在钢板1上并形成复合材料段A的主体部分3的螺柱2与钢板1一体形成; 以及通过分别涂覆砂浆或混凝土4的四个侧表面4a,4b,4c和4d而形成复合段A的四个接合表面A2,A3,A4和A5的树脂涂层5。
    • 6. 发明专利
    • Reinforcement method of component
    • 组件加固方法
    • JP2013245432A
    • 2013-12-09
    • JP2012117395
    • 2012-05-23
    • Shimizu Corp清水建設株式会社
    • TAKANASHI KAZUMITSUOSAKI YUSAKUKONO SHIGEYUKIASO TOSHIMITSU
    • E04G23/02
    • PROBLEM TO BE SOLVED: To provide an intended cut surface by cutting a carbon fiber sheet to form a fiber-reinforced resin film on a job site.SOLUTION: A sheet cutting step of cutting a carbon fiber sheet 15 to form an intended size or shape, a resin coating step of applying a resin 11 to the surface of a concrete skeleton 1, and a fiber sheet arranging step of arranging the cut carbon fiber sheet 15 on the surface of the concrete skeleton 1 coated with the resin 11 are performed. In the sheet cutting step, an adhesive tape is attached to the surface of the carbon fiber sheet along a position to be cut, and the carbon fiber sheet is cut together with the adhesive tape at the position to be cut. The adhesion between the supporting material 32 of an adhesive tape 30a and an adhesive material 31 is lower than the adhesion between the adhesive material 31 and carbon fiber 17 and the resin 11 of the carbon fiber sheet 15.
    • 要解决的问题:通过切割碳纤维片以在作业现场形成纤维增强树脂膜来提供预期的切割面。解决方案:切割碳纤维片15以形成预期尺寸或形状的片材切割步骤 ,将树脂11施加到混凝土骨架1的表面的树脂涂布工序,以及将被切割的碳纤维片15配置在涂布有树脂11的混凝土骨架1的表面上的纤维片布置工序。 在片材切割工序中,沿着待切割的位置将粘合带附着在碳纤维片的表面上,并将碳纤维片与粘合带一起切割在待切割的位置。 粘合带30a的支撑材料32与粘合材料31之间的粘合力低于粘合剂材料31和碳纤维17与碳纤维片15的树脂11之间的粘合力。
    • 8. 发明专利
    • Rectangular segment and construction method of the same
    • 矩形分段及其构造方法
    • JP2010133147A
    • 2010-06-17
    • JP2008309908
    • 2008-12-04
    • Shimizu Corp清水建設株式会社
    • ASO TOSHIMITSUUEHARA YOSHIFUMI
    • E21D11/08E21D11/04
    • PROBLEM TO BE SOLVED: To provide an effective and suitable rectangular segment which can reduce the thickness of a member of the segment and a load to a joint by introducing prestress, and a construction method. SOLUTION: A PC steel member 10 is disposed at a plate piece (particularly an upper floor slab piece 1 and a lower plate piece 2) to introduce prestress, and the PC steel member 10 is tensed to anchor both ends to two other pieces (corner pieces 3) connected to both sides of the plate piece. Alternatively, a pair of PC steel members are symmetrically disposed at the plate piece to introduce prestress in a state of intersecting at the center of the plate piece, and the respective PC steel members are tensed to anchor both ends to the plate piece and to the other piece connected to the one side of the plate piece. COPYRIGHT: (C)2010,JPO&INPIT
    • 要解决的问题:提供一种有效且合适的矩形段,其可以通过引入预应力来减小段的构件的厚度和对接头的负载,以及施工方法。 解决方案:PC钢构件10设置在板件(特别是上层板坯件1和下板件2)处以引入预应力,并且PC钢构件10被拉紧以将两端锚定到另外两个 连接到板件两侧的片(角件3)。 或者,一对PC钢构件对称地设置在板件处,以在板件的中心处以相交的状态引入预应力,并且各个PC钢构件被拉紧以将两端锚定到板件和 其他件连接到板件的一侧。 版权所有(C)2010,JPO&INPIT
    • 9. 发明专利
    • Screw cutter mechanism and excavating equipment using the same
    • 螺丝切割机构和使用相同的设备
    • JP2010037912A
    • 2010-02-18
    • JP2008205724
    • 2008-08-08
    • Kayaba System Machinery KkShimizu Corpカヤバ システム マシナリー株式会社清水建設株式会社
    • ASO TOSHIMITSUINOUE KEIMEIKUHARA TAKASHIWATABE TSUTOMUUEHARA YOSHIFUMIODAKA HIROYUKIKONDO YASUNARI
    • E21D9/087
    • PROBLEM TO BE SOLVED: To enable an improvement in agitation performance and the adjustment of a transfer performance; and to suppress the occurrence of ground surface settlement by changing the transfer capacity of cut sediment in the direction of a rotating shaft so as to maintain constant pressure corresponding to the earth pressure of the ground. SOLUTION: In a screw cutter 20, a set of spiral blade 22 is provided around the shaft portion 21, and a cutting bit 23 is attached to an outer peripheral portion of the spiral blade 22. The ground is cut with the cutting bit 23 by the axial rotation of a spiral blade 22, and the cut sediment is transferred to the side of earth removal. A plurality of openings 24, 24, etc. are formed along a spiral winding direction on the shaft portion 21 side of the spiral blade 22; an opening ratio of the openings 24 becomes smaller toward the side of the earth removal; and the spacing between the arranged openings becomes wider toward the side of the earth removal. COPYRIGHT: (C)2010,JPO&INPIT
    • 要解决的问题:为了改善搅拌性能和调节转印性能; 并且通过改变切屑沉积物在旋转轴的方向上的转移能力来抑制地面沉降的发生,以保持对应于地面土压力的恒定压力。 解决方案:在螺旋切割器20中,围绕轴部21设置有一组螺旋形叶片22,并且切割钻头23附接到螺旋叶片22的外周部分。切割地面用切割 钻头23通过螺旋叶片22的轴向旋转,并且切割的沉积物被转移到除尘侧。 在螺旋叶片22的轴部21侧沿着螺旋卷绕方向形成多个开口部24,24等; 开口24的开口率朝向地面移除侧变小; 并且布置的开口之间的间距朝向地面移除侧面变宽。 版权所有(C)2010,JPO&INPIT
    • 10. 发明专利
    • Excavating equipment for expansion of tunnel
    • 隧道掘进设备扩建
    • JP2009121157A
    • 2009-06-04
    • JP2007297381
    • 2007-11-16
    • Hitachi Zosen CorpShimizu Corp日立造船株式会社清水建設株式会社
    • UEHARA YOSHIFUMIASO TOSHIMITSUFUJINAGA TOMOSABUROHANAOKA TAIJINAKAMURA YUICHIONISHI AKIYUKI
    • E21D9/01
    • PROBLEM TO BE SOLVED: To easily lay and remove a rail device in a short time by miniaturizing the rail device, and to stably advance and retreat a movable body in a fixed attitude. SOLUTION: The rail device 5 with a rail member 51 for guiding a movable base 2 in the direction of the axial center O of the tunnel is provided in the tunnel T. The movable base 2 is provided with an excavator 1 which can expand and excavate outside natural ground from the inside of the tunnel T, a plurality of gripper devices 3 which enable the movable base 2 to be fixed to and released from an internal wall TS of the tunnel T, guide devices 6M, 6F and 6R which have guide portions 62A-62C guided by the rail member 51, and a jacking device which makes the movable base 2 advance and retreat along the rail member 51. The guide devices 6M, 6F and 6R are each provided with a guide portion release mechanism which makes all excavation reaction, received by the movable base 2, borne by the internal wall TS of the tunnel T via the gripper device 3 by separating the guide portions 62A-62c from the rail member 51 when excavation for expanding the tunnel is performed by the excavator 1. COPYRIGHT: (C)2009,JPO&INPIT
    • 要解决的问题:通过使轨道装置小型化,在短时间内容易地放置和移除轨道装置,并且以固定的姿态稳定地前进和后退移动体。 解决方案:在隧道T中设置有​​具有用于沿着隧道的轴向中心O的方向引导可动基座2的轨道构件51的轨道装置5.移动基座2设有挖掘机1, 从隧道T的内部扩展和挖掘外部自然地面,使得可移动基座2能够固定到隧道T的内壁TS并从隧道T的内壁TS释放的多个夹持装置3,引导装置6M,6F和6R 具有由轨道构件51引导的引导部62A-62C以及使可动基座2沿着轨道构件51前进和后退的顶起装置。引导装置6M,6F,6R各自设置有引导部释放机构, 使得由可移动基座2承受的所有开挖反应由通过夹持装置3的隧道T的内壁TS承载,通过在通过隧道的扩展进行挖掘时,将引导部62A-62c与轨道构件51分离 挖掘机1. COP YRIGHT:(C)2009,JPO&INPIT