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Bridge mass concrete temperature control method
The invention discloses a bridge mass concrete temperature control method, which comprises a temperature monitoring stage and a temperature adjusting stage, in the temperature monitoring stage, the temperature inside and outside the mass concrete is monitored through temperature detection assemblies arranged inside and outside the mass concrete, and the temperature is adjusted; the temperature detection assembly comprises temperature detection units arranged inside and outside the mass concrete so as to monitor temperature data inside and outside the mass concrete of the bridge in real time and transmit the temperature data to a collection unit connected with the temperature detection units for collection. According to the bridge mass concrete temperature control method, the situation that large temperature difference is formed in the concrete and on the surface layer of the concrete, and consequently uneven temperature deformation and temperature stress are caused can be avoided, and therefore thermal cracks or through cracks are prevented from being generated in the concrete or on the surface of the concrete.
本发明公开了一种桥梁大体积混凝土温度控制方法,包括温度监控阶段与温度调节阶段,温度监控阶段,通过设置在大体积混凝土内部及外部的温度检测组件监测大体积混凝土内部及外部的温度,温度检测组件包括设置在大体积混凝土内部及外部的温度检测单元,以实时监控桥梁大体积混凝土内部以及外部的温度数据,并将温度数据传输至与与所述温度检测单元连接的收集单元中进行收集,并经由收集单元传输至与所述收集单元通信连接的监控中心,该桥梁大体积混凝土温度控制方法能够避免混凝土内部和表层形成较大温差,导致不均匀的温度变形和温度应力,从而防止混凝土内部或表面产生热裂缝或贯通裂缝。
Bridge mass concrete temperature control method
The invention discloses a bridge mass concrete temperature control method, which comprises a temperature monitoring stage and a temperature adjusting stage, in the temperature monitoring stage, the temperature inside and outside the mass concrete is monitored through temperature detection assemblies arranged inside and outside the mass concrete, and the temperature is adjusted; the temperature detection assembly comprises temperature detection units arranged inside and outside the mass concrete so as to monitor temperature data inside and outside the mass concrete of the bridge in real time and transmit the temperature data to a collection unit connected with the temperature detection units for collection. According to the bridge mass concrete temperature control method, the situation that large temperature difference is formed in the concrete and on the surface layer of the concrete, and consequently uneven temperature deformation and temperature stress are caused can be avoided, and therefore thermal cracks or through cracks are prevented from being generated in the concrete or on the surface of the concrete.
本发明公开了一种桥梁大体积混凝土温度控制方法,包括温度监控阶段与温度调节阶段,温度监控阶段,通过设置在大体积混凝土内部及外部的温度检测组件监测大体积混凝土内部及外部的温度,温度检测组件包括设置在大体积混凝土内部及外部的温度检测单元,以实时监控桥梁大体积混凝土内部以及外部的温度数据,并将温度数据传输至与与所述温度检测单元连接的收集单元中进行收集,并经由收集单元传输至与所述收集单元通信连接的监控中心,该桥梁大体积混凝土温度控制方法能够避免混凝土内部和表层形成较大温差,导致不均匀的温度变形和温度应力,从而防止混凝土内部或表面产生热裂缝或贯通裂缝。
Bridge mass concrete temperature control method
一种桥梁大体积混凝土温度控制方法
SUN WENJIN (Autor:in) / SHEN WEIGANG (Autor:in) / BI YU (Autor:in) / HOU XU (Autor:in) / ZHANG XUN (Autor:in) / LU QIN (Autor:in)
28.04.2023
Patent
Elektronische Ressource
Chinesisch
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