会员体验
专利管家(专利管理)
工作空间(专利管理)
风险监控(情报监控)
数据分析(专利分析)
侵权分析(诉讼无效)
联系我们
交流群
官方交流:
QQ群: 891211   
微信请扫码    >>>
现在联系顾问~
热词
    • 84. 发明专利
    • REINFORCING WORK FOR CUT SLOPE
    • JPS57187424A
    • 1982-11-18
    • JP7232081
    • 1981-05-15
    • SUMITOMO CONSTOKABE KKYAMAMOTO MINORU
    • YAMAMOTO MINORUSASAKI KENJISATOU KIYOUSUKE
    • E02D17/00E02D17/18E02D17/20
    • PURPOSE:To simplify the reinforcing work of cut slope as well as save the cost of the work by a method in which the ground is stepwise excavated by dividing it into given height ranges from its upper part, a protective material is laid on the cut slope, and a reinforcing material is connected through the protective material to the ground. CONSTITUTION:The height H of a cut part of a slope is divided into construction heights h1-h5 to set up stages a1-a5. In the first place, the stage section a1 of the uppermost height h1 is excavated, an iron bar 7 is set on the cut slope 1, and concrete 8 is sprayed onto the iron bar 7 to form a protective material 5. Then, a through hole 9 and an insertion hole 10 are drilled, a reinforcing material 6 is inserted into the hole 10, and a packing material 12, e.g., cement mortar, etc., is injected into the space. After the hardening of the packing material 12, a nut 15 is screwed with the reinforcing material 6 through a bearing plate 14 and clamped to tense the reinforcing material 6. Afterwards, in the same way, the following stage sections a2-a5 are orderly excuted and the reinforcing work for the given cut slope 1 is completed.
    • 85. 发明专利
    • CONSTRUCTING METHOD FOR UNDERGROUND PILE
    • JPS57180716A
    • 1982-11-06
    • JP6495181
    • 1981-04-28
    • YAMAMOTO MINORUKUBOTA LTD
    • YAMAMOTO MINORUNAKANISHI IWAOOOKI KENJITAKAOKA TSUTOMUKANAMORI MASASHI
    • E02D5/44E02D5/50E02D7/00
    • PURPOSE:To disperse load applied to a cylinder and to obtain a high support strength against an underground pile, by a method wherein a projection is formed on an inner peripheral surface of a forward end of an underground pile, and a cured substance, into which an implanting curing material is cured, and the cylinder are monolithically united through the projection. CONSTITUTION:A cylinder 1 for an underground pile and an earth auger 3, positioned at the inside of the cylinder 1, are individually turned to insert the forward end of the cylinder 1 to a given depth. Then, while the earth auger 3 is being pulled slightly inward from the forward end of the cylinder 3 through reverse-turning of the earth auger 3, a curing material (a) is implanted by pressure into the pulling hole through the center hole in the earth auger 3 to consolidate a ground therearound, and simultaneously, the curing material (a) is penetrated into the ground therearound. The curing material (a) is further penetrated in the ground around a projection 2 on the cylinder 1, and after cured, the cured substance, into which the curing material (a) is cured, is monolithically united with the forward end of the cylinder 1 through the medium of the projection 2 to build a bulb B for an underground pile.