Double-arc-surface steel piles, underground supporting structure and construction method of underground supporting structure
A technology of supporting structure and arc surface, which is applied in basic structure engineering, excavation, sheet pile wall, etc., can solve the problems of small deformation, poor water retaining effect, prolonging construction period and construction cost, etc., so as to reduce construction cost and avoid Construction, the effect of shortening the construction period
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Embodiment 1
[0026] refer to figure 1 , a double-arc steel pile 10, which includes a web 11; a pair of flanges, for the convenience of description, the pair of flanges are respectively referred to as the first flange 12 and the second flange 13, the pair of flanges Edges are provided on opposite sides of the web 11. The web 11 is a strip-shaped steel plate, and a first flange 12 and a second flange 13 are provided on both sides of the web 11 in the width direction.
[0027] The flange has an arc-shaped outer surface concaved toward the web. The outer surface 122 of the first flange 12 is concave toward the web 11 and has an arc shape. The outer surface 132 of the second flange 13 is concave toward the web 11 and has an arc shape.
[0028] In this embodiment, the central angle α of the outer surface 122 of the first flange 12 is 60°. figure 1 In the figure, for clarity, the center 121 of the outer surface 122 of the first flange 12 is represented by a small circle. The central angle β ...
Embodiment 2
[0033] This embodiment is an improvement on the basis of Embodiment 1, please refer to figure 2 The difference between the double-arc steel pile 40 in this embodiment and Embodiment 1 is that a web is added. In this embodiment, two parallel webs 41, 44 are provided, and the two webs are connected on the first On the inner surface 423 of the flange 42 and the inner surface 433 of the second flange 43, the cross-section of the double-arc steel pile 40 is axisymmetric with respect to a symmetrical axis 112, and the symmetrical axis 112 passes through the first The arc center 421 of the outer surface of one flange and the arc center 431 of the outer surface of the second flange.
[0034] The two webs 41 , 44 are roughly located in the middle region of the first flange 42 and the second flange 43 .
Embodiment 3
[0036] This embodiment is an improvement on the basis of Embodiment 1, please refer to image 3 The difference between the double-arc steel pile 50 in this embodiment and Embodiment 1 is that two webs are added. In this embodiment, three parallel webs 51, 54, 55 are provided, and the three webs are connected in On the inner surface 523 of the first flange 52 and the inner surface 533 of the second flange 53, the cross-section of the double-arc steel pile is axisymmetric with respect to a symmetrical axis 113, and the symmetrical axis 113 passes through the The center of the arc of the outer sides of the first and second flanges.
[0037] The web 51 is located in the center between the first flange 52 and the second flange 53 . The webs 54, 55 are located symmetrically on either side of the web 51 and are connected at the edges of the two flanges. The cross-section of the double-arc steel pile 50 is axisymmetric with respect to a symmetrical axis 113, and the symmetrical axis...
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