Fluid-Filled Steel Pipe Tunnel Segment for Lower-Weight Strength
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Solution Overview
Problem
Conventional shield lining forms for tunnels fail to meet mechanical and working performance requirements, particularly in river bottom and deep-buried tunnels, leading to increased dead weight, complexity, and costs, while methods like large-area reinforcing ribs and secondary linings are insufficient.
Innovation Solution
An intelligent segment with concrete embedded with gas/liquid-filled steel pipes, incorporating a pneumatic/hydraulic control system, reinforcing bars, and shape memory alloy nets, which includes a design that distributes stress uniformly and adjusts locally to enhance rigidity, deformation resistance, and impermeability.
Engineering Contradictions & Design Principles
Engineering Contradiction Analysis
1Strength
If large-area reinforcing ribs and secondary linings are used to improve structure strength, then the mechanical performance is improved, but the dead weight increases
Solution Approach 1:
The patent employs a composite structure combining ultra-high performance concrete with gas/liquid-filled steel pipes. The steel pipes are embedded in the concrete segment, creating a composite material system that leverages the high strength-to-weight ratio of steel while maintaining the compressive strength of concrete. This composite approach provides enhanced mechanical performance without the excessive weight of traditional reinforcing ribs and secondary linings.
Solution Approach 2:
The patent utilizes gas-filled or liquid-filled steel pipes as structural elements. The gas or liquid under pressure acts as a strut to enhance the segment's bearing capacity and rigidity. This pneumatic/hydraulic approach replaces heavy mechanical reinforcement, providing strength while minimizing dead weight through the use of pressurized fluid columns within the steel pipe structure.
2Strength
If large-area reinforcing ribs and secondary linings are used to improve structure strength, then the mechanical performance is improved, but the construction process becomes more complex
Solution Approach 1:
The patent divides the tunnel lining into modular segments, each containing embedded steel pipes. This segmentation allows for prefabrication of individual segments with integrated reinforcement, simplifying the overall construction process. The standardized segment design with pre-positioned steel pipes reduces on-site construction complexity compared to installing separate reinforcing ribs and secondary linings.
Solution Approach 2:
The patent merges the reinforcement function with the primary segment structure by embedding steel pipes directly into the concrete segment during fabrication. This integration combines the segment and reinforcement into a single unified component, eliminating the need for separate installation steps and reducing construction process complexity.
3Strength
If large-area reinforcing ribs and secondary linings are used to improve structure strength, then the mechanical performance is improved, but the construction cost increases
Solution Approach 1:
The use of ultra-high performance concrete combined with steel pipes creates a composite structure that achieves high mechanical performance with reduced material consumption. This composite approach is more cost-effective than traditional methods requiring extensive reinforcing ribs and secondary linings, as it uses materials more efficiently to achieve the required strength.
Solution Approach 2:
The gas/liquid-filled steel pipe system provides structural reinforcement through pressurized fluids, eliminating the need for heavy mechanical reinforcement elements. This approach reduces material costs and construction expenses while maintaining or improving structural strength compared to conventional reinforcing ribs and secondary linings.
Applied Scientific Principles
This section explains which scientific principles are used to turn an abstract innovation direction into a practical engineering solution.
Function Achieved in This Case
The intelligent segment achieves higher strength, lower dead weight, improved rigidity, and better deformation resistance, reducing stress concentration and construction costs, while meeting complex working conditions and promoting prefabricated development.
Implementation Method 1
a steel pipe portion, wherein the steel pipe portion comprises the gas/liquid-filled steel pipes uniformly arranged on a tension side of the segment
Implementation Method 2
a gas/liquid filling system and a pneumatic/hydraulic control system connected to the steel pipes
Implementation Method 3
The steel pipes are filled with phase-change materials which are used to adjust the temperature and prevent freezing in a tunnel
Implementation Method 4
A shape memory alloy net is arranged on an inner surface of the intelligent segment, and deformation of shape memory alloys in different regions is controlled by means of electrified heating excitation so as to adjust the local mechanical performance of the segment
Implementation Method 5
The plurality of steel pipes are arranged, and rib marks are formed on the surfaces thereof and are used to meet the anchoring requirements between the steel pipes and the concrete
Data Source
AI summary
The present invention relates to an intelligent segment with concrete embedded with gas/liquid-filled steel pipes, the segment including a concrete portion, wherein the concrete portion serves as a main stress component of the segment, is made of ultra-high performance concrete and is provided with a hollow portion for arranging the steel pipes; a steel pipe portion, wherein the steel pipe portion includes the gas/liquid-filled steel pipes uniformly arranged on a tension side of the segment and penetrating through the entire segment in a circumferential direction, and a gas/liquid filling system and a pneumatic/hydraulic control system connected to the steel pipes; a reinforcing bar portion, wherein the reinforcing bar portion includes longitudinal bars for bearing the tension, stirrups for bearing the shear force and supports meeting construction structure requirements; and a joint portion, wherein the joint portion includes circumferential seam joints and longitudinal seam joints.


