Circular-section non-uniform reinforcement anti-skid pile
A circular section, anti-skid pile technology, applied in sheet pile wall, construction, excavation and other directions, can solve the problems of uneven reinforcement of circular section, poor bending resistance, high cost of circular section anti-skid pile engineering, to reduce construction difficulty, The effect of improving the bending resistance and simplifying the construction
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Embodiment 1
[0056] Such as figure 1 As shown, the anti-skid pile with uneven reinforcement of circular cross-section of the present invention, the anti-skid pile includes a pile body 1, a tension arc layout rib 2, a tension straight line layout rib 3 and a compression arc layout rib 4, the pile body 1 includes a fan-shaped tension zone 10, an arcuate compression zone 20 and a middle zone 30;
[0057] The radii of the sector and the arc are equal and the outer edges of both are close to the edge of the pile body 1;
[0058] The height of the compression zone 10 meets the relative limit compression zone height ξ b requirements;
[0059]A plurality of bundles of the tension arc arrangement ribs 2 are arranged on the arc corresponding to the tension area 10;
[0060] A plurality of bundles of said tensile straight line arrangement ribs 3 are arranged on the line connecting the two ends of the corresponding arc in the tension zone 10;
[0061] A plurality of bundles of said compression arc...
Embodiment 2
[0099] In the specific implementation, the radius of the circular section anti-slide pile is 1m, and the concrete is C30(f c =14.3N / mm 2 ), the steel bar is HRB400 (f y =360N / mm 2 ), corresponding to the relative limit compression zone height ξ b =0.518, the arc value α of the central angle corresponding to the arc value α of the center angle of the 10 tensile arc in the tension zone 2 s = 1 / 3, the arc value of ribs 4 corresponding to the central angle of the compression zone 10 is arranged in arcs α' s =1 / 4, calculate the bearing capacity M of the anti-skid pile:
[0100] Option 1: The most economical reinforcement method (considering to maximize the effect of concrete, that is, take the limit value of α)
[0101] r = 1000mm, the thickness of the protective layer is 60mm, then take r s =1000-80=920mm, put α s =1 / 3 is substituted into the formula to get α≤0.4216, get α=0.4216 at this time, get by the force balance equation, at this time, to make the total amount of stee...
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