A kind of underwater anti-arch floating tunnel and construction method using steel cable positioning
A floating tunnel and steel cable technology, which is applied to underwater structures, buildings, water conservancy projects, etc., can solve problems affecting the precise construction of underwater floating tunnels, construction and installation deviations of floating tunnels, etc.
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Embodiment 1
[0035] Embodiment one, such as Figure 1 to Figure 8 As shown, the present invention proposes a kind of underwater anti-arched suspension tunnel utilizing steel cables for positioning, including an anchor block and driving well 1 and an anchor block and receiving well 2, and the anchor block and driving shaft 1 and the anchor block and receiving well 2 is provided with a steel cable 5, a tunnel 3 with a circular cross section or a polygonal cross section with two vertical and horizontal axes of symmetry perpendicular to each other.
[0036] The cross sections of the steel cables 5 are all circular, and the diameter is not less than 100mm and not more than 1000mm. The central axis of the steel cable 5 is a straight line parallel to each other in the top view, and an inverted arch curve with the same rise-span ratio in the side view, and the rise-span ratio is not less than 1 / 10 and not greater than 1 / 1000.
[0037] Guide rails 13A are arranged respectively along the preset nat...
Embodiment 2
[0044] Embodiment 2, a method for constructing an underwater anti-arch floating double tunnel positioned by steel cables, comprising the following steps:
[0045]S1. The numbers of the prefabricated M section pipe joints are 3-1, 3-2, ..., 3-M in sequence, and the central axis of each pipe section 3-1, 3-2, ..., 3-M is a straight line, and the cross section is a circle or a polygon with vertical and horizontal axes of symmetry perpendicular to each other. The side view is an isosceles trapezoid whose upper side is shorter than the lower side. 20m, the length of the central axis section 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 the side view is not more than 5°. An anchor and driving well 1 and an anchor and receiving well 2 are respectively arranged on both sides of the water area to be crossed, steel cables 5 are installed on the anchor and driving wells 1 and anchor and receiving wells ...
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