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Strengthening of pile foundation under dynamic loads by high-pressure injection

机译:高压注射强化动态负荷下桩基的加强

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Here is described the method for strengthening (and construction) of the pile foundation for the machines under dynamic loads or vibration-sensitive equipment, allowing the reduction of their vibration level. It involves injecting of cement-sand mixture into the ground under the foundation frame foot for hardening and involving additional volume of soil mass for collaboration with the foundation. This leads to reducing the performance problem of the pile foundation vibration under dynamic loading and in case of base excitation. The injection is performed at several points situated between piles or around the perimeter of the foundation frame. The penetration of injectors is performed through the specially provided holes, i.e. injecting conductors. The parameters of injecting works (the number of injection points and their placing according to the plan, high-altitude position of injection horizons, required volume of injected mortar, the sequence of injection, etc.) are set depending on the pile foundation construction, geotechnical conditions of the site, dynamic equipment operating mode and other factors.
机译:这里描述了用于在动态载荷或振动敏感设备下为机器加固(和构造)桩基的方法,允许减少其振动水平。它涉及将水泥砂混合物在基础框架脚下注入地面,以硬化,涉及额外的土壤质量与基础合作。这导致降低动态负载下桩基振动的性能问题,在基础激励的情况下。在位于桩之间或围绕基础框架的周边的几个点进行注射。喷射器的穿透通过专门提供的孔进行,即注射导体。根据桩基结构设定注射工程的注射工程(注射点数及其置位,注射视野的高海拔地点,注射砂浆序列等)进行设定,现场的岩土工程,动态设备操作模式和其他因素。

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