受地下水影响的地基混凝土冻融循环试验方法

By simulating groundwater infiltration and freeze-thaw cycles in foundation concrete freeze-thaw cycle tests, the problem of the inability to accurately assess the freeze-thaw soil environment in existing technologies has been solved, thus improving the safety assessment and monitoring capabilities of building foundations.

CN121540753BActive Publication Date: 2026-07-17KUNMING UNIV OF SCI & TECH

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
KUNMING UNIV OF SCI & TECH
Filing Date
2022-10-18
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

Existing technologies cannot effectively simulate the effects of groundwater infiltration on foundation concrete structures in freeze-thaw soil environments, leading to inaccurate assessments of building foundation safety.

Method used

A freeze-thaw cycle test method for building foundation concrete was adopted using a simulation chamber. Water seepage into the bottom of the simulation chamber was used to simulate groundwater infiltration, and cold air cooling and electrothermal radiation were combined to simulate freeze-thaw cycles to test the performance changes of concrete specimens.

Benefits of technology

It can more accurately simulate the performance changes of building foundation concrete in freeze-thaw environments, thus improving the ability to assess and monitor the safety of building foundations.

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Abstract

本发明公开了一种受地下水影响的地基混凝土冻融循环试验方法,其特征在于,将混凝土试件固定在模拟箱内,埋设到模拟土体材料中;依靠对模拟箱下部渗入水模拟受地下水浸润情况;按照建筑物地基混凝土承压大小对混凝土试件施加压力,完成准备工作;试验时采用通入冷风冷却至渗入的水体形成冰冻,维持一段时间后,采用在混凝土试件上方施加电热辐射的方式加热至冰冻的水体完成解冻,以此重复形成冻融循环至试验时间结束,获得建筑物地基混凝土受冻融影响的性能变化。本发明能够更加真实可靠地模拟冻融土体环境,获得地基混凝土结构受地下水浸润作用情况下的冻融耐久性能;可以更好地用于建筑物地基安全评估指导,提高冻融环境建筑安全性能。
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