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    • 8. 发明专利
    • Foundation structure of selfsupported type stationary crane
    • 自动式定位起重机的基础结构
    • JPS5910623A
    • 1984-01-20
    • JP11923882
    • 1982-07-08
    • Takenaka Komuten Co Ltd
    • MIZUHATA TERUOTAKAHASHI MASAAKITANAKA SADAOIMAI MUNEYOSHITOUFUJI TAKAYOSHINAKANISHI KAZUYOSHI
    • E02D27/42B66C23/02E02D27/50
    • E02D27/50
    • PURPOSE:To reduce the cost of construction for the foundation structure of a selfsupported type stationary crane by a method in which of loads acting on the crane foundation, drawing force is shared by a wire rope or a rod, and compression force is absorbed by a pressure-resistant supporting plate. CONSTITUTION:A base 3 provided connectedly at the lower end of the mast 2 of a selfsupported type stationary crane 1 is set on a pressure-resistant supporting plate 4 constructed in the ground. A rod or wire rope 6 to which an early- period tension is given is tensely provided between plural earth anchors 5 buried in plural places under the ground in the surrounding of the mast 2 and in the lower part of the supporting plate 4 and the base 3. Among loads acting on the foundation of the crane, drawing force is shared by the rope or rod 6 a minimal cross section, and compression force is by the supporting plate, e.g., concrete slab, etc. Since a material which is most kinematically reasonable with respect to drawing force and compression force can be used, an overburden of properties in terms of drawing load on pile, etc., in particular can be eliminated.
    • 目的:为了降低自支撑型固定式起重机的基础结构的施工成本,其作用在起重机基础上的作用力,牵引力由钢丝绳或杆共用,压缩力由 耐压支撑板。 构成:在自支撑式固定式起重机1的桅杆2的下端连接设置的基座3设置在构成地面的耐压支撑板4上。 在埋设在桅杆2的周围的地下多个地下的多个地锚5和支撑板4的下部以及底座之间,牢固地设置有提供早期张力的杆或钢丝绳6 3.在作用于起重机基座的载荷中,牵引力由绳索或杆6共享,最小横截面,压缩力由支撑板,例如混凝土板等组成。由于运动学上最大的材料 可以使用拉拔力和压缩力合理,特别是可以消除在桩上的拉力负荷等方面的性能上覆。