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    • 2. 发明专利
    • Method for constructing elevated type traffic route
    • 构建高速型交通路线的方法
    • JP2003027425A
    • 2003-01-29
    • JP2001220788
    • 2001-07-23
    • Taisei Corp大成建設株式会社
    • KOBAYASHI NOBUAKIOBARA SUNAOKOBAYASHI KOTARO
    • E01D2/00E01D21/00E01D101/24
    • PROBLEM TO BE SOLVED: To provide a method for constructing an elevated type traffic route in which the elevated type traffic route is built easily on an existing traffic route under the state in which an effect on an existing traffic is reduced without requiring the construction of a detour around the existing traffic route when a working region is ensured on the existing traffic route. SOLUTION: In the method for constructing the elevated type road 1, the method contains a support erection process in which supports 4 are erected on a plurality of footings 40 buried at regular intervals along an existing road 3, a bridge forwarding process in which a bridge is built to the upper section of the existing road 3 by successively forwarding divided bridges 2' from workbenches 6 erected on the existing road 3 and constructing the bridges 2' among the supports 4 and a bridge lowering process in which the elevated type road 1 is built on the existing road 3 by the bridge 2 by lowering the fixed sections of the bridge 2 and connecting the bridge 2 and the existing road 3.
    • 要解决的问题:提供一种构建高架型交通路线的方法,其中在对现有交通的影响减小的状态下,在现有交通路线上容易建造高架式交通路线,而不需要建造 在现有交通路线上确保工作区域时,绕过现有交通路线。 解决方案:在高架式道路1的构造方法中,该方法包括支撑架设过程,其中支撑件4竖立在沿着现有道路3以规则间隔埋设的多个脚础40上,其桥接转移过程 通过从现有道路3上竖立的工作台6连续地分配桥梁2',并在支撑件4之间构建桥梁2',并且将升降式道路1设置在桥架下降过程中,建立到现有道路3的上部 通过降低桥梁2的固定部分并连接桥梁2和现有道路3,由桥梁2在现有道路3上建造。
    • 7. 发明专利
    • CONSTRUCTING METHOD FOR UNDERGROUND STRUCTURE
    • JPH0296095A
    • 1990-04-06
    • JP24724188
    • 1988-09-30
    • TAISEI CORP
    • INO TOSHIMIOBARA SUNAOKANEKO KENICHI
    • E21D11/04E21D11/08
    • PURPOSE:To obtain an underground structure having the space of a large cross- sectional area without a crossed object in an internal section by setting anchors on the segments of the stress concentration sections of the underground structure for composing the polymerized circle type cross-sectional-area space, of the covering segments. CONSTITUTION:The space 4 of an excavated polymerized circle to be formed by putting together the partial sections of a plurality of circles is covered with segments 2, 3, and an underground structure 1 is formed. On this construction, between the meeting section segments 3, 3 of stress concentration to be forecast, and natural ground, anchors 5 are set. Till the setting of the anchors 5 is completed, temporary supports are arranged between the segments 3, 3 and the segments 2, 3 are prevented from being destroyed, and after the anchors 5 are set, the temporary supports are removed. As a result, the underground structure of a large cross-sectional area can be constructed smoothly and efficiently.
    • 8. 发明专利
    • FINE AGGREGATE STORAGE TANK
    • JPH01111689A
    • 1989-04-28
    • JP26526687
    • 1987-10-22
    • TAISEI CORP
    • OBARA SUNAOTAIRA TAKESHI
    • B65D88/26B65D88/28B65D90/58B65D90/62
    • PURPOSE:To reduce the irregularity of the surface moisture percentage of a fine aggregate, by providing a drain port to the peripheral surface of the lower end of the side wall of a storage tank or the bottom surface of said tank and setting the bottom surface so as to downwardly incline the same toward the drain port and connecting a drain pipe to a hopper so as to allow the same to communicate with the filter material provided to the peripheral edge part of said hopper to guide said drain pipe to the outside of the bottom part of the storage tank. CONSTITUTION:An inclined bottom surface 12, which has a gradient lowering the position of the hopper 2 provided to the central part of the bottom surface of a storage tank 1 toward the side surface 11 of the storage tank 1, is formed to the bottom surface of said tank 1 and openings are discontinuously provided to the lower end peripheral edge of the side surface 11 to provide a net material 13 inside the side surface 11 and the water flowing down to the inclined bottom surface 12 is drained to the drain passage 14 of the outside. The funnel- shaped hopper 2 is mounted to the opening 15 formed to the top part of the inclined bottom surface 12 so as to form the stepped surface 16 to the mount part thereof and a drain pipe 5 is mounted so as to communicate with said surface 16 and the lower end of said pipe 5 is exposed to the outside. The space region between the stepped surface 16 and the upper end of the hopper 2 and the drain pipe 5 are filled with a filter material 4 and a lid material 51 composed of a metal net is mounted to the lower end of the drain pipe 5. A gate 6 having a curved shape is provided in a freely slidable manner and a large number of drain holes 61 are provided to the gate 61 and a filter material 62 is mounted to the under surface of the gate 6 and a water gathering container 63 is provided under the gate 6.