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Mass concrete crack control method and system
The invention discloses a mass concrete crack control method and system. The method comprises the steps that size information of mass concrete is obtained; according to the size information of the mass concrete and a preset construction method, heat dissipation steel pipe distribution positions corresponding to the mass concrete are obtained; and the heat dissipation steel pipes are placed at the heat dissipation steel pipe distribution positions corresponding to the mass concrete, and cooling water is communicated to cool the interior of the mass concrete. The pressure value of the heat dissipation steel pipe is obtained in real time through the preset pressure sensor, and the bond stress of the mass concrete and the heat dissipation steel pipe is improved; and the temperature value of the cooling water and the internal temperature value and the surface temperature value of the mass concrete are obtained in real time through the preset temperature sensor, so that the heat dissipation precision of the mass concrete is improved, the deformation of the mass concrete in the heat dissipation process is controlled, and the cracks of the mass concrete are effectively controlled.
本发明公开的一种大体积混凝土裂缝控制方法及系统,其中方法包括:获取大体积混凝土的尺寸信息;根据大体积混凝土的尺寸信息和预设施工方法,得到对应大体积混凝土的散热钢管分布位置;将散热钢管放置在对应大体积混凝土的散热钢管分布位置,并连通冷却水以对大体积混凝土内部进行降温处理。本发明通过预设压力传感器实时获取散热钢管的受压值,提高了大体积混凝土和散热钢管的握裹力;再通过预设温度传感器实时获取冷却水温度值、大体积混凝土的内部温度值和表面温度值,提高了大体积混凝土的散热精度,从而控制了大体积混凝土在散热过程中的变形,进而对大体积混凝土裂缝实现有效控制。
Mass concrete crack control method and system
The invention discloses a mass concrete crack control method and system. The method comprises the steps that size information of mass concrete is obtained; according to the size information of the mass concrete and a preset construction method, heat dissipation steel pipe distribution positions corresponding to the mass concrete are obtained; and the heat dissipation steel pipes are placed at the heat dissipation steel pipe distribution positions corresponding to the mass concrete, and cooling water is communicated to cool the interior of the mass concrete. The pressure value of the heat dissipation steel pipe is obtained in real time through the preset pressure sensor, and the bond stress of the mass concrete and the heat dissipation steel pipe is improved; and the temperature value of the cooling water and the internal temperature value and the surface temperature value of the mass concrete are obtained in real time through the preset temperature sensor, so that the heat dissipation precision of the mass concrete is improved, the deformation of the mass concrete in the heat dissipation process is controlled, and the cracks of the mass concrete are effectively controlled.
本发明公开的一种大体积混凝土裂缝控制方法及系统,其中方法包括:获取大体积混凝土的尺寸信息;根据大体积混凝土的尺寸信息和预设施工方法,得到对应大体积混凝土的散热钢管分布位置;将散热钢管放置在对应大体积混凝土的散热钢管分布位置,并连通冷却水以对大体积混凝土内部进行降温处理。本发明通过预设压力传感器实时获取散热钢管的受压值,提高了大体积混凝土和散热钢管的握裹力;再通过预设温度传感器实时获取冷却水温度值、大体积混凝土的内部温度值和表面温度值,提高了大体积混凝土的散热精度,从而控制了大体积混凝土在散热过程中的变形,进而对大体积混凝土裂缝实现有效控制。
Mass concrete crack control method and system
一种大体积混凝土裂缝控制方法及系统
PENG XIUNING (Autor:in) / YUAN SHUANGXI (Autor:in) / KE XIAOJUN (Autor:in) / CHEN QUAN (Autor:in) / CHENG XIAONIAN (Autor:in) / SONG YAN (Autor:in) / PENG JIANGLING (Autor:in)
24.11.2023
Patent
Elektronische Ressource
Chinesisch
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