首页> 外国专利> Prestressed spun high strength concrete pile for reinforcement of Tensile material at Outer Circumference of Pile

Prestressed spun high strength concrete pile for reinforcement of Tensile material at Outer Circumference of Pile

机译:预应力高强混凝土桩在桩外圆周处的抗拉强度

摘要

The subject innovation is in the tension member and the concrete pile to synthesize,; Wherein the tension member (1) is a curved waveform is formed on the outer peripheral surface, and filled with the tension member (1) of concrete (2) inside the formed through-hole in the longitudinal direction of the pile of the spiral shape, the interior of the concrete of the pile outer surface, it characterized in that the PC steel bar (3) was added to the tension reinforcement by a reinforcement (6) settled in the circumferential array of spaced tension members are prestressed reinforcement relates to a pile.; Thus, the present design is the effect of the concrete pile and the steel pipe pile by introducing a prestress due to synthesis by filling the concrete using the centrifugal force, after fixing a PC steel bar reinforcement by reinforcement of a spiral form on tension member inside the bending wave formed on the outer peripheral surface because it has at the same time using the high compressibility of the pretension centrifugal prestressed concrete piles and the centrifugal force and the pretension can reinforce a low tensile strength and low brittleness and a tensile force of the concrete pile of prestressed concrete piles as steel pipe piles for wrapping the outer circumferential surface.; And then fixing a PC steel bar reinforcement in a helical reinforcement inside the tension member is bent waveform formed on the outer peripheral surface by using the centrifugal force to fill the concrete by combining the tension members and a PC steel bar and the concrete, the external reinforcement form the waveform of the curved form because the adhesion area of ​​the concrete and the tension members wide stable frictional force between the soil greatly enhance the frictional force of the pile is, it is the shape of the tension member is formed in a waveform of a serpentine because the effect of the strength of the tension member increases the economic advantages would be used, since the steel pipe is steel pipe thickness thinner than the ready-made composite pile.
机译:主题创新在于受拉构件和混凝土桩的合成;其中,张紧构件(1)为弯曲波形,并在螺旋形桩的长度方向上在所形成的通孔内填充有混凝土(2)的张紧构件(1)。 ,是桩外表面混凝土的内部结构,其特征在于PC钢筋(3)通过设置在周向间隔的受拉构件中的钢筋(6)添加到抗拉钢筋中,预应力钢筋涉及一种桩。;因此,本设计是在通过将螺旋形的加强件固定在PC钢筋上而在受拉构件内部固定PC钢筋之后,通过利用离心力填充混凝土而引入由于合成而产生的预应力而产生的混凝土桩和钢管桩的效果。弯曲波是在外周表面上形成的,因为它同时利用了预应力离心预应力混凝土桩的高压缩性,并且离心力和预应力可以增强混凝土的低抗拉强度,低脆性和拉伸力一堆预应力混凝土桩,如钢管桩,用于包裹外圆周表面。然后,通过使用离心力将拉伸构件与PC钢筋和混凝土结合在一起,在离心力的作用下在外周面上形成的弯曲波形将PC钢筋固定在抗拉构件内部的螺旋形钢筋中,从而弯曲波形。钢筋形成弯曲形式的波形,因为混凝土与受拉构件的附着面积较宽,土壤之间的稳定摩擦力大大增强了桩的摩擦力,这是受拉构件形成的形状因为钢管的钢管厚度比现成的复合桩薄,所以可以使用蛇形的波形,因为受拉构件的强度的影响增加了经济优势。

著录项

  • 公开/公告号KR200397339Y1

    专利类型

  • 公开/公告日2005-10-04

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20050014495U

  • 发明设计人 연철흠;

    申请日2005-05-23

  • 分类号E02D5/30;

  • 国家 KR

  • 入库时间 2022-08-21 22:02:49

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