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    • 2. 发明专利
    • Method of sealing foundation of joined steel pipe caisson
    • 密封钢管密封基础的方法
    • JPS6153919A
    • 1986-03-18
    • JP17402284
    • 1984-08-23
    • Nippon Kokan Kk Yokohama Rubber Co Ltd:The
    • NAKAYAMA YOSHIAKIOOTA WATARUHASEGAWA KEIICHI
    • E02D23/02E02D27/20
    • E02D23/02
    • PURPOSE:To enable prevention of collapse of earth during excavation of the inside of a caisson, by a method wherein the caisson provided at its outer periphery with watertight casing is brought into a float state for tug, a steel pipe pile is driven in the casing to sink the caisson on the sea bottom, and a steel pipe pile row is watertightly formed. CONSTITUTION:A caisson 2, having plural watertight casing pipes 4 vertically arranged to the outer periphery thereof, is manufactured in a dock. The caisson 2 is caused to float and tugged, and is sunk on sea bottom 7 or a steel pipe pile 8 is driven in the casing pipe 4 in a floating condition. Mortar is then poured between the inner side of the casing pipe 4 and the outside of the steel pipe pile 8. The sea bottom ground 7 outside the steel pipe pile 8 is excavated, a steel pipe seam sealing material 9 is inserted into an excavated hole, and motar is poured to build an underground continuous wall. This enables the heavy weight caisson to be brought into a floating state and be sunk, and permits building of a watertight underground wall below the caisson.
    • 目的:为了防止沉箱内部开挖期间地球塌陷,通过其外围设有防水套管的沉箱进入浮筒状的方法,钢管桩在壳体内被驱动 将沉箱沉入海底,钢管桩排水密密封。 构成:在码头上制造具有垂直配置在其外周上的多个水密套管4的沉箱2。 使沉箱2浮起并拖曳,在海底7上沉没,或者将钢管桩8以悬浮状态驱动在套管4内。 然后将砂浆倒入套管4的内侧和钢管桩8的外侧。挖出钢管桩8外的海底地面7,将钢管缝密封材料9插入挖掘孔 ,并投入运动,建立一个地下连续墙。 这使得重型沉箱能够进入浮动状态并被沉没,并允许在沉箱下方建造一个水密地下的墙壁。
    • 3. 发明专利
    • Construction of artificial islet for excavation of shaft
    • 构造人造岩层的人造岩层
    • JPS5972324A
    • 1984-04-24
    • JP18179882
    • 1982-10-16
    • Kenjiro Jinbo
    • JINBO KENJIROU
    • E02D23/02E21D1/00
    • E02D23/02
    • PURPOSE:To construct an artificial islet for the ventilation of a shaft with minimized offshore operations by a method in which upper and lower caissons having attendant equipments and steel pipes for the walls of a shaft are manufactured on the land and towed and settled in a place where an artificial islet is to be set up. CONSTITUTION:Upper and lower caissons 1 and 2 consisting of two-split outer frames for an artificial islet of concrete structure are manufactured on the land. The lower caisson 1 is floated and towed to a place where an artificial islet is to be set up, sea water is charge into the caisson 1 to settle it to the seabed, and then piles 5 are driven. Gravel, etc., is charged into the lower caisson 1 from the sea. The upper caisson 2 on which attendant equipments are mounted is floated, towed to the upside of the lower caisson 1 settled on the seabed, and settled to construct the outer frame of an artificial islet. Grout is injected into the space between both the caissons 1 and 2 for joining, a shaft is excavated below the steel pipes 3 and 4 for the wall of the shaft, the muck is discarded into the space 9, and an artificial islet for the shaft is constructed.
    • 目的:建造人造胰岛,通过一种方法,尽量减少海上作业,通过一种方法,将具有附属设备的上下沉箱和轴的墙壁的钢管制造在陆地上并拖曳并安置在一个地方 在那里建立一个人造胰岛。 构成:在土地上制造用于混凝土结构人造胰岛的两分裂外框架的上下沉箱1和2。 下沉箱1浮起并拖到要建立人造岛的地方,将海水装入沉箱1中以将其沉积到海床上,然后驱动桩5。 砾石等,从海上进入下沉箱1。 安装有附属设备的上沉箱2浮起,拖到沉没在海床上的下沉箱1的上侧,并沉降成构造人造岛的外框架。 灌浆被注入到两个沉箱1和2之间用于接合的空间中,在钢管3和4的下面挖出一个轴用作轴的壁,将废渣丢弃到空间9中,并且用于轴的人造岛 被建造。
    • 5. 发明专利
    • Installation work of underwater structure
    • 水下结构安装工作
    • JPS5944428A
    • 1984-03-12
    • JP15264382
    • 1982-09-03
    • Taisei Corp
    • SASAKI RIICHIKANZAKI TADASHI
    • E02D23/00E02D23/02
    • E02D23/02
    • PURPOSE:To improve the water-tightness of an underwater structure as well as lessen the area of the ground to be graded by a method in which one edge of a bottom cover is movably attached to the inside of a bottomless box, the box is settled under the condition that no bottom is present, the bottom cover is fallen to form the bottom, and a filling material is charged into the box. CONSTITUTION:A partition plate 11 is provided in a box 1 to form compartments 12 whose upper and lower ends are opened independently. On end of a movable bottom 2 is pivotally attached to the lower end of the partition plate 11, and a rope 3 is attached to the other end of the bottom 2. In the construction work, the rope 3 is pulled up, the box 1 is delivered while keeping the bottom 2 almost vertically to a construction site, and the box 1 is settled. Under the condition, coarse aggregate 4 is charged onto the bottom. The rope 3 is then loosened, the bottom 2 is fallen to cover the bottom of the compartments 12, and a filling material (not illustrated), e.g., sand, etc., is charged onto the bottom to complete the construction work. The water-tightness of the underwater structure can thus be improved, and the area of the ground to be graded in the setting point can be lessened.
    • 目的:为了提高水下结构的防水性,通过将底盖的一个边缘可移动地连接到无底盒的内部的方法来减小要分级的地面的面积,将盒子沉降 在没有底部的情况下,底盖下落以形成底部,并且将填充材料装入箱中。 构成:分隔板11设置在箱体1中,形成隔板12,其上端和下端独立地打开。 可移动底部2的端部可枢转地附接到隔板11的下端,并且绳索3附接到底部2的另一端。在施工中,绳索3被拉起,箱1 在保持底部2几乎垂直于施工现场的同时交付,并且盒1被安置。 在这种条件下,粗骨料4被装入底部。 然后松开绳3,底部2下降以覆盖隔室12的底部,并且将填充材料(未示出)例如砂等装入底部以完成施工工作。 因此,可以提高水下结构的防水性,能够降低在设定点分级的地面。
    • 6. 发明专利
    • Installation of bottomed type marine structure using used tanker
    • 使用使用的坦克安装底部类型的海洋结构
    • JPS5924018A
    • 1984-02-07
    • JP13390382
    • 1982-07-30
    • Hitachi Zosen Corp
    • HIGASHIMURA MASAYOSHI
    • E02B3/06E02D23/02
    • E02D23/02
    • PURPOSE:To prevent the horizontal movement of a marine structure by a method in which a structure, formed by providing a concavity at the central part in the left and right-handed directions of the bottom of a used tanker, is settled on the mound of the seabed and then sand, etc., is packed into the concavity of the bottom. CONSTITUTION:The left and right-handed both ends of the bottom outer skin 4 and the frame 5 between the left and right-handed vertical partition walls of a used tanker 1 are cut off. The cut sections are lifted up by a jack and again welded to the vartical partition walls 3 to form a concavity 6 in the central part in the left and right-handed directions of the tanker's bottom. The tanker 1 is then sunk into water and installed in place on the mound 10, and sand 11, etc., is packed into the concavity 6 through a pipe 9.
    • 目的:为了防止海洋结构的水平运动,其中通过在二手油轮底部的左右方向上的中央部分设置凹部而形成的结构被安置在 海底,然后沙子等,被包装入底部的凹陷。 构成:将二手油车1的左右两侧垂直分隔壁的底部外皮4的左右两端和框体5切断。 切割部分由千斤顶提升,并再次焊接到瓦楞分隔壁3,以在油罐底部的左右方向的中央部分形成凹部6。 油罐1然后沉入水中并安装在土堆10上的适当位置,砂子11等通过管道9装入凹部6中。
    • 10. 发明专利
    • Construction work of caisson
    • CAISSON的建筑工程
    • JPS59185227A
    • 1984-10-20
    • JP5978083
    • 1983-04-05
    • Toda Constr Co Ltd
    • HASHIDA TATSUJI
    • E02D23/00E02D23/02
    • E02D23/02
    • PURPOSE:To reduce the using cost and mooring cost of caisson dry dock by a method in which PC steel wires are thrust through holes provided in side wall and bound, and cement mortar is poured into the through holes and hardened for integral connection. CONSTITUTION:Three formworks for the three blocks, a bottol floor block 1, an intermediate block 2, and an upper block 3 for forming a caisson in a horizontally split state are built up on the ground's surface and ready-mixed concrete is placed into the formworks. After the concrete hardens, the bottom floor block 1, the intermediate block 2, and th upper block 3 are connectedly stacked up on a caisson dock on the sea. PC steel bars 9 are thrust through holes (not illustrated) provided in the side walls 1a, 2a, and 3a and bound, and cement mortar is poured into the through holes and hardened for integral connection. Since the using period of the caisson dock can be shortened, the using and mooring costs of the caisson dry dock can be reduced.
    • 目的:通过PC钢丝绳通过侧壁和边界提供的孔的方法降低沉箱干坞的使用成本和系泊成本,并将水泥砂浆倒入通孔中进行硬化整体连接。 构成:在地面的表面上建立三个三块模板,一个底板地板块1,一个中间块2和一个用于形成水平分离状态的沉箱的上块3,并将预拌混凝土放入 模壳。 在混凝土硬化之后,底板块1,中间块2和上块3连接地堆叠在海上的沉箱上。 PC钢筋9穿过设置在侧壁1a,2a和3a中的孔(未示出)并且结合,并且将水泥砂浆倒入通孔中并硬化以便一体连接。 由于可以缩短沉箱的使用期限,因此可以减少沉箱干坞的使用和系泊费用。