An underwater anti-arch suspension double tunnel and construction method using steel cables for positioning
A steel cable and anti-arch technology, which is applied in the underwater anti-arch floating double tunnel and construction field, can solve the problems of floating tunnel construction and installation deviation, affecting the precise construction of underwater floating tunnel, etc.
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Embodiment 1
[0038] Embodiment one, such as Figure 1 to Figure 8 As shown, the present invention proposes an underwater anti-arch suspension double tunnel that utilizes steel cables for positioning, including anchor spindle and driving well 1 and anchor spindle and receiving well 2, and anchor spindle and driving well 1 and anchor spindle and receiving well 2 Between the well 2 are provided with the first steel cable 53, the second steel cable 54, the third steel cable 55, the first tunnel 3 with a circular section congruent or a polygonal cross section with two mutually perpendicular symmetry axes, vertical and horizontal, and Second Tunnel 4.
[0039] The first steel cable 53 is located directly below the first tunnel 3, the second steel cable 54 is located directly below the second tunnel 4, the third steel cable 55 is located between the first tunnel 3 and the second tunnel 4, and the first steel cable 53 1. The second steel cable 54 and the third steel cable 55 are arranged in a cha...
Embodiment 2
[0049] Embodiment 2, a method for constructing an underwater anti-arch floating double tunnel positioned by steel cables, comprising the following steps:
[0050] S1. The numbers of the first pipe sections of the prefabricated M section are 3-1, 3-2, ..., 3-M, and the numbers of the second pipe sections of the M section are 4-1, 4-2, ..., 4-M, The central axis of each first pipe section 3-1, 3-2, ..., 3-M or second pipe section 4-1, 4-2, ..., 4-M is a straight line, and the cross section is circular or vertical A polygon with two mutually perpendicular symmetry axes, straight and horizontal. The side view is an isosceles trapezoid whose upper side is shorter than the lower. The segment length is not less than 2m and not more than 30m, and the angle between the extension lines of the two sides of the isosceles trapezoid in side view is not more than 5°. And on both sides of the water area to be crossed, an anchor spindle and a driving well 1 and an anchor spindle and a receivi...
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