New Cooling Method of Constructing Multiple Internal Holes Combined with Water Injection/Air Ventilation for Mass Concrete Temperature Control and Its Application to Canal Navigation Walls

IF 6.7 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Danni Luo, Jinyi Huang, Lilong Shen, Jianzhuang Xiao, Yu Hu, Haixing Mo
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引用次数: 0

Abstract

Controlling temperature and preventing cracking of mass concrete are critical research topics in hydraulic structures. A new combined temperature control technique of constructing multiple internal holes combined with water injection/air ventilation for mass concrete was introduced in this study. The efficacy of this technique was investigated by applying it to a canal navigation wall. Initially, a thermal-stress coupling finite element analysis method was employed to simulate the temperature field of multi-hole concrete placement blocks with various cooling measures. The accuracy of the numerical model and calculation method were validated using a field prototype test with a maximum temperature error of less than 5 %. Subsequently, a series of numerical case studies for an entire multi-hole navigation wall were conducted to analyze the effectiveness of various combined cooling measures during the construction phase. The mechanical behavior and the safety of the multi-hole navigation wall were also analyzed. The results indicate that the water injection (WJ) measure is the most effective combined means for temperature reduction in multi-hole structures. The application of this new technology to the overall structure of a navigation wall can reduce the maximum internal temperature (Tmax) by 3-7% and surface tensile stress (σS) by 6-14%. This, in turn, significantly reduces the risk of cracking. During the operational phase, the safety factors against sliding (Ks), overturning (Ko), and buoyancy (Kf) of the multi-hole navigation wall satisfied the standard requirements. These results provide a scientific basis for the application of this new temperature control technology.
大体积混凝土多内孔配水通风降温新方法及其在运河通航墙中的应用
大体积混凝土的温度控制与裂缝防治是水工工程的重要研究课题。介绍了大体积混凝土多内孔施工与注水通风相结合的复合控温新技术。将该技术应用于某运河通航墙,考察了其效果。首先,采用热-应力耦合有限元分析方法,模拟了不同冷却措施下多孔混凝土砌块的温度场。通过现场样机试验验证了数值模型和计算方法的准确性,最大温度误差小于5%。随后,对整个多孔导流墙进行了一系列数值案例研究,以分析施工阶段各种组合冷却措施的有效性。对多孔导流墙的力学性能和安全性进行了分析。结果表明,注水措施是多孔结构最有效的综合降温手段。将该技术应用于通航壁整体结构,可使通航壁最高内部温度(Tmax)降低3 ~ 7%,表面拉应力(σS)降低6 ~ 14%。这反过来又大大降低了开裂的风险。在作业阶段,多孔导流墙的抗滑动安全系数(Ks)、抗倾覆安全系数(Ko)和抗浮力安全系数(Kf)均满足标准要求。这些结果为这种新型温度控制技术的应用提供了科学依据。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Journal of building engineering
Journal of building engineering Engineering-Civil and Structural Engineering
CiteScore
10.00
自引率
12.50%
发文量
1901
审稿时长
35 days
期刊介绍: The Journal of Building Engineering is an interdisciplinary journal that covers all aspects of science and technology concerned with the whole life cycle of the built environment; from the design phase through to construction, operation, performance, maintenance and its deterioration.
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