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Thermo-mechanical behaviour of a heat exchanger pile

机译:热交换器桩的热力学行为

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摘要

The behaviour of a pile subjected to thermo-mechanical solicitations was studied in situ with the aim of quantifying the thermal influence on the bearing capacity of heat exchanger piles. To accomplish this, a pile situated in a building under construction was equipped with a channel system in order to inject heat into it using a special heat pump. Load cells, deformation gauges and thermometers were installed in order to evaluate the behaviour of the pile during seven tests with coupled thermo-mechanical solicitations. The temperature variations applied to the pile were on the order of 15 deg C and the mechanical load reached 1300 kN. The results obtained permitted the quantification of three significant effects brought about by the temperature increase: i. pile uplift, ii. mobilisation of side friction due to the relative displacement of the pile with respect to the ground, iii. additional load generated in the pile by constrained dilation.
机译:对热机械征区进行了桩的行为,原位研究了对热交换器桩承载力的热影响。为实现这一点,位于建筑建筑的建筑物中的桩具有通道系统,以使用特殊的热泵将热量注入其中。安装了负载电池,变形量表和温度计,以便在七个测试中评估桩的行为,耦合热机械征集。施加到桩的温度变化约为15℃,机械负荷达到1300kn。获得的结果允许通过温度增加的三种显着效应的量化:I。桩隆起,II。由于桩相对于地面,III,III的相对位移,侧面摩擦的动员。通过约束扩张在桩中产生的额外载荷。

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