Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Mountain ditch ultra-large-capacity waste slag field anti-sliding pile design system and anti-sliding pile design method
The invention provides an anti-sliding pile design system and an anti-sliding pile design method for an ultra-large-capacity waste slag field of a mountain ditch, and relates to the technical field of waste slag piling. The anti-sliding pile design system and the anti-sliding pile design method are better in practicability and higher in accuracy. The invention discloses a grading anti-sliding pile design method for an ultra-large-capacity waste slag yard of a mountain ditch. The method comprises the steps that anti-sliding piles of waste slag bodies of each grade of the waste slag yard are designed; the filling construction of the waste slag field is completed in a manner of sequentially constructing a first-stage anti-sliding pile and then filling a first-stage waste slag body, when the anti-sliding pile of a second-stage waste slag body is constructed, the actual internal force value T1 of the anti-sliding pile of the first-stage waste slag body is firstly measured, the internal force predicted value F '2 of the anti-sliding pile of the second-stage waste slag body is calculated through the T1, and the internal force predicted value F' 2 of the anti-sliding pile of the second-stage waste slag body is calculated through the F '2. And finally, according to the F '2, the design parameters of the anti-sliding pile of the second-stage waste slag body are corrected, when the anti-sliding pile of the ith-stage waste slag body is constructed, the actual internal force values Ti <-1 > and Ti <-2 > of the anti-sliding piles of the upper two-stage waste slag body adjacent to the ith-stage waste slag body are measured firstly, and the internal force predicted value F' i of the anti-sliding pile of the ith-stage waste slag body is calculated according to the Ti <-1 > and the Ti <-2 >. And finally, the design parameters of the anti-sliding pile of the ith-level waste slag body are corrected according to the F'i.
本发明是提供一种实用性更好，准确率更高的山沟超大容量弃渣场阻滑桩设计系统以及阻滑桩设计方法，涉及弃渣堆砌技术领域。山沟超大容量弃渣场分级阻滑桩设计方法，包括：设计弃渣场的每级弃渣体的阻滑桩；依照次序按施工一级阻滑桩，然后填筑一级弃渣体的方式完成弃渣场填筑施工，当施工第二级弃渣体的阻滑桩时，先测量第一级弃渣体的阻滑桩的实际内力值T1，再通过所述T1计算出第二级弃渣体的阻滑桩的内力预测值F′2，最后根据F′2修正第二级弃渣体的阻滑桩的设计参数，当施工第i级弃渣体的阻滑桩时，先测量与该级弃渣体相邻的上两级弃渣体的阻滑桩的实际内力值Ti‑1和Ti‑2，并以Ti‑1和Ti‑2计算第i级弃渣体的阻滑桩的内力预测值F′i，最后根据F′i修正第i级弃渣体的阻滑桩的设计参数。
Mountain ditch ultra-large-capacity waste slag field anti-sliding pile design system and anti-sliding pile design method
The invention provides an anti-sliding pile design system and an anti-sliding pile design method for an ultra-large-capacity waste slag field of a mountain ditch, and relates to the technical field of waste slag piling. The anti-sliding pile design system and the anti-sliding pile design method are better in practicability and higher in accuracy. The invention discloses a grading anti-sliding pile design method for an ultra-large-capacity waste slag yard of a mountain ditch. The method comprises the steps that anti-sliding piles of waste slag bodies of each grade of the waste slag yard are designed; the filling construction of the waste slag field is completed in a manner of sequentially constructing a first-stage anti-sliding pile and then filling a first-stage waste slag body, when the anti-sliding pile of a second-stage waste slag body is constructed, the actual internal force value T1 of the anti-sliding pile of the first-stage waste slag body is firstly measured, the internal force predicted value F '2 of the anti-sliding pile of the second-stage waste slag body is calculated through the T1, and the internal force predicted value F' 2 of the anti-sliding pile of the second-stage waste slag body is calculated through the F '2. And finally, according to the F '2, the design parameters of the anti-sliding pile of the second-stage waste slag body are corrected, when the anti-sliding pile of the ith-stage waste slag body is constructed, the actual internal force values Ti <-1 > and Ti <-2 > of the anti-sliding piles of the upper two-stage waste slag body adjacent to the ith-stage waste slag body are measured firstly, and the internal force predicted value F' i of the anti-sliding pile of the ith-stage waste slag body is calculated according to the Ti <-1 > and the Ti <-2 >. And finally, the design parameters of the anti-sliding pile of the ith-level waste slag body are corrected according to the F'i.
本发明是提供一种实用性更好，准确率更高的山沟超大容量弃渣场阻滑桩设计系统以及阻滑桩设计方法，涉及弃渣堆砌技术领域。山沟超大容量弃渣场分级阻滑桩设计方法，包括：设计弃渣场的每级弃渣体的阻滑桩；依照次序按施工一级阻滑桩，然后填筑一级弃渣体的方式完成弃渣场填筑施工，当施工第二级弃渣体的阻滑桩时，先测量第一级弃渣体的阻滑桩的实际内力值T1，再通过所述T1计算出第二级弃渣体的阻滑桩的内力预测值F′2，最后根据F′2修正第二级弃渣体的阻滑桩的设计参数，当施工第i级弃渣体的阻滑桩时，先测量与该级弃渣体相邻的上两级弃渣体的阻滑桩的实际内力值Ti‑1和Ti‑2，并以Ti‑1和Ti‑2计算第i级弃渣体的阻滑桩的内力预测值F′i，最后根据F′i修正第i级弃渣体的阻滑桩的设计参数。
Mountain ditch ultra-large-capacity waste slag field anti-sliding pile design system and anti-sliding pile design method
山沟超大容量弃渣场阻滑桩设计系统以及阻滑桩设计方法
WEI YONGXING (Autor:in) / FU ZHENGDAO (Autor:in) / XIAO HANG (Autor:in) / XUE YUAN (Autor:in) / DAI WEI (Autor:in) / LI ZHI (Autor:in) / JIANG RUIXUE (Autor:in) / MOU DI (Autor:in)
09.06.2023
Patent
Elektronische Ressource
Chinesisch
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