Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Lime soil compaction pile construction optimization method based on intelligent compaction monitoring system
The invention belongs to the technical field of lime-soil compaction piles, and particularly relates to a lime-soil compaction pile construction optimization method based on an intelligent compaction monitoring system.The lime-soil compaction pile construction optimization method comprises a construction vehicle, a detection device is arranged on the upper portion of the front end of the construction vehicle, and the detection device comprises an acceleration sensor, a timer, a rammer and a first displacement sensor; a starting device is arranged above the construction vehicle and comprises a motor, a rolling rod and a steel rope. According to the lime soil compaction pile construction optimization method based on the intelligent compaction monitoring system, in order to monitor the extrusion force, the extrusion amount, the settlement amount and other parameters of a compaction pile, a motor is started, a rotating shaft drives a rolling plate to rotate, a steel rope is rolled, the steel rope pulls a rammer, the motor is shut down after the steel rope pulls the rammer to a certain height, the rammer can fall down to impact a pile body, and the compaction pile is compacted. The pile body is sunk into the ground, and then various parameters are calculated according to data measured by the first displacement sensor, the second displacement sensor, the acceleration sensor and the timer.
本发明属于灰土挤密桩技术领域，尤其是一种基于智能挤密监测系统的灰土挤密桩施工优化方法，包括施工车，所述施工车的前端靠上方设置有检测装置，所述检测装置包括加速度传感器、定时器、夯锤和第一位移传感器；所述施工车的上方设置有启动装置，所述启动装置包括电机、卷动杆和钢绳。该基于智能挤密监测系统的灰土挤密桩施工优化方法，为了对挤密桩的挤压力、挤压量以及沉降量等参数进行监测，启动电机，让转轴带动卷动板进行转动，将钢绳进行卷动，钢绳将夯锤拉动，拉到一定高度后再关闭电机，夯锤会下落撞击桩体，让桩体陷入地里，再根据第一位移传感器、第二位移传感器、加速度传感器以及定时器测出的数据对各种参数进行计算。
Lime soil compaction pile construction optimization method based on intelligent compaction monitoring system
The invention belongs to the technical field of lime-soil compaction piles, and particularly relates to a lime-soil compaction pile construction optimization method based on an intelligent compaction monitoring system.The lime-soil compaction pile construction optimization method comprises a construction vehicle, a detection device is arranged on the upper portion of the front end of the construction vehicle, and the detection device comprises an acceleration sensor, a timer, a rammer and a first displacement sensor; a starting device is arranged above the construction vehicle and comprises a motor, a rolling rod and a steel rope. According to the lime soil compaction pile construction optimization method based on the intelligent compaction monitoring system, in order to monitor the extrusion force, the extrusion amount, the settlement amount and other parameters of a compaction pile, a motor is started, a rotating shaft drives a rolling plate to rotate, a steel rope is rolled, the steel rope pulls a rammer, the motor is shut down after the steel rope pulls the rammer to a certain height, the rammer can fall down to impact a pile body, and the compaction pile is compacted. The pile body is sunk into the ground, and then various parameters are calculated according to data measured by the first displacement sensor, the second displacement sensor, the acceleration sensor and the timer.
本发明属于灰土挤密桩技术领域，尤其是一种基于智能挤密监测系统的灰土挤密桩施工优化方法，包括施工车，所述施工车的前端靠上方设置有检测装置，所述检测装置包括加速度传感器、定时器、夯锤和第一位移传感器；所述施工车的上方设置有启动装置，所述启动装置包括电机、卷动杆和钢绳。该基于智能挤密监测系统的灰土挤密桩施工优化方法，为了对挤密桩的挤压力、挤压量以及沉降量等参数进行监测，启动电机，让转轴带动卷动板进行转动，将钢绳进行卷动，钢绳将夯锤拉动，拉到一定高度后再关闭电机，夯锤会下落撞击桩体，让桩体陷入地里，再根据第一位移传感器、第二位移传感器、加速度传感器以及定时器测出的数据对各种参数进行计算。
Lime soil compaction pile construction optimization method based on intelligent compaction monitoring system
一种基于智能挤密监测系统的灰土挤密桩施工优化方法
TIAN ZHIPENG (Autor:in) / DENG QIANG (Autor:in) / WU XIONGXIONG (Autor:in) / YANG XUERUI (Autor:in) / WEI JIANQIANG (Autor:in)
10.10.2023
Patent
Elektronische Ressource
Chinesisch
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