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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

Pending Publication Date: 2022-02-15
四川水发勘测设计研究有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The existing method of arranging inverted siphons on steep slopes is to dig shallow grooves to embed inverted siphons in the foundation, and pour concrete bases at the bottom of inverted siphons. Most of the siphons should be buried shallowly below the ground to eliminate the influence of temperature changes on the pipelines. However, the filling soil in the steep slope section cannot be self-stabilized, so the overlying soil filling cannot be carried out above the pipelines. That is, the upper part of the inverted siphons is arranged in the open air. In large areas, due to the action of air temperature, the pipe wall will generate greater temperature stress, which will easily cause longitudinal cracks and water leakage

Method used

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  • Steep slope section inverted siphon arrangement structure and construction method

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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

The invention relates to the technical field of water conservancy facilities, in particular to a steep slope section inverted siphon arrangement structure and a construction method. The structure comprises a foundation trench arranged on a slope, the bottom of the foundation trench is horizontally arranged, the width of the bottom of the foundation trench is larger than the outer diameter of an inverted siphon, a plurality of anchor bars are inserted into the bottom of the foundation trench, one end of each anchor bar is perpendicular to the bottom of the foundation trench and inserted into bed rock, the other end of each anchor bar is located in the foundation trench, a concrete base is arranged at the bottom of the foundation trench, the anchor bars are embedded in the concrete base, a pipe groove with a semicircular section is formed in the concrete base, an inverted siphon is laid in the pipe groove, outer wrapping concrete with a semicircular section is arranged on an exposed semicircular outer surface of the inverted siphon, and the outer wrapping concrete is connected with the concrete base in a matched mode to wrap the inverted siphon. The arrangement and use stability of the inverted siphon on the steep slope can be effectively improved, the full-wrapping type temperature protection effect on the inverted siphon can be achieved, and the pipe wall of the inverted siphon is prevented from generating cracks due to the temperature difference.

Description

technical field [0001] The invention relates to the technical field of water conservancy facilities, in particular to an arrangement structure and construction method of an inverted siphon on a steep slope section. Background technique [0002] The inverted siphon is one of the common buildings in water conservancy projects. It is a water pipeline used to transport channel water through rivers, valleys, depressions, and roads. It is usually made of reinforced concrete and prestressed reinforced concrete materials. It is also useful Pressure steel pipes and ductile iron pipes are mainly selected according to the pressure water head, pipe diameter and material supply. The inverted siphon consists of three parts: the inlet section, the pipe body section, and the outlet section. It is a water pipeline that passes through river canals, valleys, depressions or roads from underground or laid on the ground. When pipelines or channels encounter river valleys or ravines, the use of i...

Claims

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Application Information

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IPC IPC(8): E02B7/18
CPCE02B7/18E02D29/08
Inventor 杜妍平汤强孙钢廖大勇覃克非周祥志李军
Owner 四川水发勘测设计研究有限公司