Steep slope section inverted siphon arrangement structure and construction method
A technology for arranging structures and construction methods, applied in infrastructure engineering, underwater structures, water conservancy projects, etc., can solve the problems of large temperature stress on the pipe wall, water leakage, and the inability of filling in steep slopes to self-stabilize, and improve stability. Effect
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Embodiment 1
[0030] This embodiment provides a steep slope segment inverted siphon layout structure, such as figure 1 As shown, a steep slope section inverted siphon layout structure, including a base groove 1 arranged on the slope, the bottom of the base groove 1 is horizontally arranged, and the width of the bottom of the groove is greater than the outer diameter of the inverted siphon 4, the base groove 1 is inserted with a number of anchor bars 2, one end of the anchor bar 2 is inserted into the bedrock perpendicular to the bottom of the foundation trench 1, and the other end is located in the foundation trench 1, and the bottom of the foundation trench 1 is provided with Concrete base 3, the concrete base 3 buries the anchor bars 2, a pipe groove with a semicircular cross-section is provided on the concrete base 3, and an inverted siphon 4 is laid in the pipe groove, and the exposed side of the inverted siphon 4 The outer surface of the semicircle is provided with an outsourcing concr...
Embodiment 2
[0040] This embodiment provides a steep slope inverted siphon layout construction method, the method includes the following steps:
[0041] Step a, digging foundation trench 1 on the slope. During specific implementation, the covering layer within the excavation range of the foundation trench 1 is cleared to the bedrock, sloped downward according to the slope ratio of 1:0.75, and the bottom foundation width of the foundation trench 1 is set according to the outer diameter of the inverted siphon 4, so that the inverted siphon 4 After the arrangement, there is a space of about 1m from the edge of the bottom of the tank on both sides, which is convenient for the subsequent arrangement of corresponding maintenance walkways. The wall of the foundation trench 1 is properly supported by shotcreting and anchoring according to the integrity of the rock mass at the site, so as to improve the stability of the slope and prevent collapse. Anchor shotcrete support consists of anchor rods a...
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Abstract
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