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Pile tip and pile side hydration heat prediction and control method in static drilling root planting pile planting process
The invention relates to a pile end and pile side hydration heat prediction and control method in a static drilling root planting pile planting process, which comprises the following steps of: 1) calculating initial temperatures of all underground depths before construction according to readings of a surface temperature sensor and a ground temperature gradient measured by a ground survey; 2) collecting temperature change calculation parameters of the static drilling rooted pile; 3) calculating the temperature variation caused by hydration reaction at each numbered node of the pile end and the pile side; 4) according to the initial ground temperature and the temperature variation at each position, calculating the final temperature at each numbered node of the pile end and the pile side; 5) recording all pile end and pile side nodes exceeding 35 DEG C, and sending signals to the controller; and (6) the controller triggers the pile end or pile side hydration heat control system to adjust the temperature of the temperature abnormal node according to the node position. According to the method, the hydration heat of the pile end and the pile side in the pile planting process can be predicted in real time, local accurate control over the hydration heat is achieved, and therefore the stability and the bearing capacity of a pile foundation are guaranteed.
本发明涉及一种静钻根植桩植桩过程中桩端和桩侧水化热预测与控制方法,包括如下步骤:1),根据地表温度传感器读数和地勘测得的地温梯度,计算地下各深度处在施工前的初始温度;2),收集静钻根植桩的温度变化计算参数;3),计算桩端和桩侧各编号节点处由水化反应引起的温度变化量;4),根据各位置处的初始地温和温度变化量,计算桩端和桩侧各编号节点处的最终温度;5),记录所有超过35℃的桩端和桩侧节点,并发送信号至控制器;6),控制器根据节点位置触发桩端或桩侧水化热控制系统调节温度异常节点的温度。本发明能实现对植桩过程中桩端和桩侧水化热的实时预测,并实现对水化热的局部精确控制,从而保证桩基的稳定性和承载能力。
Pile tip and pile side hydration heat prediction and control method in static drilling root planting pile planting process
The invention relates to a pile end and pile side hydration heat prediction and control method in a static drilling root planting pile planting process, which comprises the following steps of: 1) calculating initial temperatures of all underground depths before construction according to readings of a surface temperature sensor and a ground temperature gradient measured by a ground survey; 2) collecting temperature change calculation parameters of the static drilling rooted pile; 3) calculating the temperature variation caused by hydration reaction at each numbered node of the pile end and the pile side; 4) according to the initial ground temperature and the temperature variation at each position, calculating the final temperature at each numbered node of the pile end and the pile side; 5) recording all pile end and pile side nodes exceeding 35 DEG C, and sending signals to the controller; and (6) the controller triggers the pile end or pile side hydration heat control system to adjust the temperature of the temperature abnormal node according to the node position. According to the method, the hydration heat of the pile end and the pile side in the pile planting process can be predicted in real time, local accurate control over the hydration heat is achieved, and therefore the stability and the bearing capacity of a pile foundation are guaranteed.
本发明涉及一种静钻根植桩植桩过程中桩端和桩侧水化热预测与控制方法,包括如下步骤:1),根据地表温度传感器读数和地勘测得的地温梯度,计算地下各深度处在施工前的初始温度;2),收集静钻根植桩的温度变化计算参数;3),计算桩端和桩侧各编号节点处由水化反应引起的温度变化量;4),根据各位置处的初始地温和温度变化量,计算桩端和桩侧各编号节点处的最终温度;5),记录所有超过35℃的桩端和桩侧节点,并发送信号至控制器;6),控制器根据节点位置触发桩端或桩侧水化热控制系统调节温度异常节点的温度。本发明能实现对植桩过程中桩端和桩侧水化热的实时预测,并实现对水化热的局部精确控制,从而保证桩基的稳定性和承载能力。
Pile tip and pile side hydration heat prediction and control method in static drilling root planting pile planting process
静钻根植桩植桩过程中桩端和桩侧水化热预测与控制方法
ZHENG XUDONG (author) / XIE XINYU (author) / LIU KAINING (author) / ZHENG LINGWEI (author) / WU YONG (author) / ZHOU QIHUI (author)
2024-01-05
Patent
Electronic Resource
Chinese
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