Digital management and control system for foundation construction

Abstract

The invention relates to the technical field of high-rise buildings, in particular to a digital management and control system for foundation construction. A foundation construction digital model is pre-stored in a data storage module and used for providing a foundation construction three-dimensional structural map for an intelligent control system and controlling foundation construction integrally, so that all basic layers in a foundation can be closely combined. According to the digital management and control system for foundation construction, four data collecting rods are arranged and matched with the intelligent control system, so that the thickness and the pressure values of all the basic layers in the foundation are detected in real time; and the construction quality is guaranteed, and a solid foundation is laid for later construction of high-rise buildings.

Description

technical field [0001] The invention relates to the technical field of foundation construction of high-rise buildings. More specifically, the present invention relates to a digital management and control system for foundation construction, which is used to control the foundation construction as a whole, so that the foundation layers in the foundation are closely combined; at the same time, the thickness and pressure value of each foundation layer in the foundation are also detected in real time, Ensure the construction quality and lay a solid foundation for the later construction of high-rise buildings. Background technique [0002] In the foundation reinforcement treatment of buildings, such geological conditions are often encountered: the building is located on the newly filled soil layer or the weak original soil layer, and the weak soil layer has a low bearing capacity and cannot meet the requirements of the upper load and deformation. , the general solution is to tamp ...

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Problems solved by technology

[0002] In the foundation reinforcement treatment of buildings, such geological conditions are often encountered: the building is located on the newly filled soil layer or the weak original soil layer, and the weak soil layer has a low bearing capacity and cannot meet the requirements of the upper load and deformation. , the general solution is to tamp the weak soil layer, but the hardness of each part of the tamped soil layer is not uniform, and in the process of tamping, it is generally only to ensure that the upper surface of the tamped soil layer is at the same level The hardness and tamping depth of each part of the lower part will not be carefully tested, which causes the hardness distribution of the tamped soil layer to be uneven; , there is also such a problem. Generally, it is only tested from the construction thickness whether it meets the construction requirements, and the pressure value of the construction at the same depth is not tested, that is, the construction process of each level of the foundation is at the same depth. The construction pressure value is different, and the construction density is also different, which will easily cause the foundation to be unstable, and then affect the construction strength and seismic strength of high-rise buildings.

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