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Clay stratum pipe shed grouting method
The invention discloses a clay stratum pipe shed grouting method which comprises the specific steps that S1, a sensor is placed at the end of a grouting pipe, the pressure state of grout in a pipe shed, the amount of grout injected into the pipe shed and the concentration state of the grout are monitored in real time, the sensor is connected with a data processing control system, and the grouting state is monitored in real time; an ammonium chloride capsule and a sodium hydroxide capsule are placed in the sealing device, the sealing device is connected with a data processing control system, a grouting pipe is inserted into a pipe shed steel pipe, and prepared grout is placed in a grouting pool; according to the clay stratum pipe shed grouting method, the grouting effect and the stratum reinforcing quality are improved, the downtime is shortened in the process, the construction efficiency is improved, meanwhile, the uniformity and stability of each grouting section are ensured, the construction cost is greatly reduced, and the problems that an existing pipe shed grouting technology is low in grouting efficiency, poor in soft soil reinforcing effect and poor in grouting effect are solved. And the construction risk and the construction cost are relatively high.
本发明公开了一种黏土地层管棚注浆方法,具体步骤包括S1:在注浆管端部放置传感器,实时监测管棚内浆液压力状态、注入管棚的浆液量、浆液浓度状态,传感器与数据处理控制系统相连,实时监控注浆状态,S2:在注浆管上安装密封装置,密封装置内部放入氯化铵胶囊和氢氧化钠胶囊,将密封装置与数据处理控制系统连接,把注浆管插入管棚钢管内,将准备好的浆液放置在注浆池内;该黏土地层管棚注浆方法,提高注浆效果和地层的加固质量,该过程减少了停机时间,提高了施工效率,同时确保了各注浆节段的均匀性和稳定性,大大降低了施工成本,解决了现有的管棚注浆技术注浆效率低,软弱土体加固效果差,施工的风险和成本比较大的问题。
Clay stratum pipe shed grouting method
The invention discloses a clay stratum pipe shed grouting method which comprises the specific steps that S1, a sensor is placed at the end of a grouting pipe, the pressure state of grout in a pipe shed, the amount of grout injected into the pipe shed and the concentration state of the grout are monitored in real time, the sensor is connected with a data processing control system, and the grouting state is monitored in real time; an ammonium chloride capsule and a sodium hydroxide capsule are placed in the sealing device, the sealing device is connected with a data processing control system, a grouting pipe is inserted into a pipe shed steel pipe, and prepared grout is placed in a grouting pool; according to the clay stratum pipe shed grouting method, the grouting effect and the stratum reinforcing quality are improved, the downtime is shortened in the process, the construction efficiency is improved, meanwhile, the uniformity and stability of each grouting section are ensured, the construction cost is greatly reduced, and the problems that an existing pipe shed grouting technology is low in grouting efficiency, poor in soft soil reinforcing effect and poor in grouting effect are solved. And the construction risk and the construction cost are relatively high.
本发明公开了一种黏土地层管棚注浆方法,具体步骤包括S1:在注浆管端部放置传感器,实时监测管棚内浆液压力状态、注入管棚的浆液量、浆液浓度状态,传感器与数据处理控制系统相连,实时监控注浆状态,S2:在注浆管上安装密封装置,密封装置内部放入氯化铵胶囊和氢氧化钠胶囊,将密封装置与数据处理控制系统连接,把注浆管插入管棚钢管内,将准备好的浆液放置在注浆池内;该黏土地层管棚注浆方法,提高注浆效果和地层的加固质量,该过程减少了停机时间,提高了施工效率,同时确保了各注浆节段的均匀性和稳定性,大大降低了施工成本,解决了现有的管棚注浆技术注浆效率低,软弱土体加固效果差,施工的风险和成本比较大的问题。
Clay stratum pipe shed grouting method
一种黏土地层管棚注浆方法
XIONG ANLIN (author) / XIE KUI (author) / ZHANG XUELONG (author) / CHEN JUNYANG (author) / ZHANG FANGXIAN (author) / HUANG LIBING (author) / LI XIAOLONG (author) / LI JIAN (author) / HUANG YONG (author)
2024-09-06
Patent
Electronic Resource
Chinese
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