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A platform for research: civil engineering, architecture and urbanism
Cast-in-place pile concrete pouring monitoring method
The invention discloses a cast-in-place pile concrete pouring monitoring method. An upper pressure monitoring device, a lower pressure monitoring device, an alarm device and a central processing unit are included. The lower pressure monitoring device is arranged at the position, 2 m away from the concrete outlet, of the concrete guide pipe and used for monitoring the pressure value P1 of the position, 2 m away from the concrete outlet, of the concrete guide pipe. The upper pressure monitoring device is arranged at the position, 6 m away from the concrete outlet, of the concrete guide pipe and used for monitoring the pressure value P2 of the position, 6 m away from the concrete outlet, of the concrete guide pipe. The alarm device is in communication connection with the central processing unit, the alarm device is controlled by the central processing unit to send out an alarm signal I or an alarm signal II or an alarm signal III, and the burial depth of the guide pipe inserted into concrete can be monitored, so that the pile body quality of the underwater cast-in-place pile and the over-pouring depth can be controlled.
本发明公开了一种灌注桩混凝土浇筑监测方法，包括包括上压力监测装置、下压力监测装置、警报装置和中央处理器；所述下压力监测装置设置在混凝土导管距离出砼口2m处，所述下压力监测装置用于监测混凝土导管距离出砼口2m处的压力值P1；所述上压力监测装置设置在混凝土导管距离出砼口6m处，所述上压力监测装置用于监测混凝土导管距离出砼口6m处的压力值P2；所述警报装置和中央处理器通信连接，所述警报装置被中央处理器控制的发出警报信号Ⅰ或警报信号Ⅱ或警报信号Ⅲ，能够监测导管插入混凝土内的埋深深度，以便控制水下灌注桩桩身质量及控制超灌深度。
Cast-in-place pile concrete pouring monitoring method
The invention discloses a cast-in-place pile concrete pouring monitoring method. An upper pressure monitoring device, a lower pressure monitoring device, an alarm device and a central processing unit are included. The lower pressure monitoring device is arranged at the position, 2 m away from the concrete outlet, of the concrete guide pipe and used for monitoring the pressure value P1 of the position, 2 m away from the concrete outlet, of the concrete guide pipe. The upper pressure monitoring device is arranged at the position, 6 m away from the concrete outlet, of the concrete guide pipe and used for monitoring the pressure value P2 of the position, 6 m away from the concrete outlet, of the concrete guide pipe. The alarm device is in communication connection with the central processing unit, the alarm device is controlled by the central processing unit to send out an alarm signal I or an alarm signal II or an alarm signal III, and the burial depth of the guide pipe inserted into concrete can be monitored, so that the pile body quality of the underwater cast-in-place pile and the over-pouring depth can be controlled.
本发明公开了一种灌注桩混凝土浇筑监测方法，包括包括上压力监测装置、下压力监测装置、警报装置和中央处理器；所述下压力监测装置设置在混凝土导管距离出砼口2m处，所述下压力监测装置用于监测混凝土导管距离出砼口2m处的压力值P1；所述上压力监测装置设置在混凝土导管距离出砼口6m处，所述上压力监测装置用于监测混凝土导管距离出砼口6m处的压力值P2；所述警报装置和中央处理器通信连接，所述警报装置被中央处理器控制的发出警报信号Ⅰ或警报信号Ⅱ或警报信号Ⅲ，能够监测导管插入混凝土内的埋深深度，以便控制水下灌注桩桩身质量及控制超灌深度。
Cast-in-place pile concrete pouring monitoring method
灌注桩混凝土浇筑监测方法
CHEN JUN (author) / LIU GUOKANG (author) / CHEN WENBO (author) / JIN SHANGHUA (author) / LIU FEIFAN (author)
2023-08-22
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
/
G01L
Messen von Kraft, mechanischer Spannung, Drehmoment, Arbeit, mechanischer Leistung, mechanischem Wirkungsgrad oder des Drucks von Fluiden
,
MEASURING FORCE, STRESS, TORQUE, WORK, MECHANICAL POWER, MECHANICAL EFFICIENCY, OR FLUID PRESSURE
/
G08B
SIGNALLING OR CALLING SYSTEMS
,
Signalisier- oder Rufsysteme
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