首页> 外国专利> Being the selection mannered null hat section lagging of the earth finishing blow wall, and the combination steel sheet-pile which are formed by the combination

Being the selection mannered null hat section lagging of the earth finishing blow wall, and the combination steel sheet-pile which are formed by the combination

机译:土方调和墙的选择方式为空帽截面滞后,以及由组合形成的组合钢板桩

摘要

Has a hat-shaped steel sheet pile, and H-section steel, said hat shaped steel sheet pile, and the web portion combination steel sheet pile of the present invention; flange portion of the pair provided at both ends of the web portion; said pair of the joint portions of the pair are formed at the ends of the pair of arms of the; the pair of arm portions are respectively provided at an end of the flange portion has, the H-shaped steel sheet piles, a central web portion ; flange portion of the second is provided at the other end of the central web portion; flange of the die 1 is provided at one end of the central web portion has, the flange portion of said second hat shaped steel is fixed to the outside of the web portion of the sheet pile, the minimum ratio of yield point σ yh / σ ys is the ratio of the minimum yield point σ yh of the H-section steel, and the minimum yield point σ ys of the hat shaped steel sheet pile, is 1.105 or more.
机译:具有本发明的帽状钢板桩,H型钢,所述帽状钢板桩和腹板部组合钢板桩。一对的凸缘部分设置在腹板部分的两端;一对中的所述一对关节部分形成在所述一对臂的末端。一对臂部分别设置在凸缘部的一端,该凸缘部具有H形钢板桩,中央腹板部。第二凸缘部分设置在中央腹板部分的另一端。模具1的凸缘设置在中央腹板部分的一端,所述第二帽形钢的凸缘部分固定在板桩的腹板部分的外侧,屈服点的最小比率σ yh / σ ys 是H型钢的最小屈服点σ yh 与最小屈服点σ ys <帽形钢板桩的/ Sub>为1.105或更大。

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