Structural platform system capable of self-adapting to soil bearing capacity requirements

Abstract

The invention discloses a structural platform system capable of self-adapting to soil bearing capacity requirements. The system comprises a platform, a plurality of vertical supporting mechanisms, a support seat mechanism and a self-sinking casing pipe; the support seat mechanism comprises a support platform and a turn table; an annular ball groove is formed in the top face of the support platform, and the outer groove edge and inner groove edge of the annular ball groove are circular; the annular ball groove is internally and fully filled with a plurality of balls, and the diameters of the balls are respectively matched with the widths of the corresponding positions of the annular ball groove; the turn table is erected on the tops of the plurality of balls; the bottom face of the supportplatform is provided with a casing pipe clamping groove; the upper end of the self-sinking casing pipe is engaged in the casing pipe clamping groove and can rotate around the self axis relative to thesupport platform. The support seat mechanism of the structural platform system can adjust the levelness of the turn table, thus guaranteeing the levelness of the platform; furthermore, the structuralplatform system can automatically select the penetration depth of a foundation by means of a self-sinking casing pipe type foundation along with the change of load on the platform and the upper partof the platform according to the different properties of the soil layer.

Description

technical field [0001] The invention relates to the field of construction, in particular to a structural platform system adaptive to the requirements of the bearing capacity of the soil layer. Background technique [0002] On the construction site, it is often necessary to use a platform to support the building or equipment. The load on the platform is transmitted to the foundation through the column, and finally the weight of the entire structural system falls on the soil layer. The bearing capacity of each layer will be different. For the temporary platform for auxiliary construction, in order to ensure safe construction, only the foundation bearing capacity calculation and foundation design can be carried out on it. The disadvantages of doing this are obvious. It is a waste of manpower and material resources, and the time cost is high. When the main structure reaches a certain stage, the platform will be dismantled. So many temporary concrete foundations are underground, ...

AI Technical Summary

Problems solved by technology

The disadvantage of doing this is obvious. It wastes manpower and material resources, and the cost of time is high. When the main structure reaches a certain stage, the platform will be dismantled. So many temporary concrete foundations are underground, and the removal is also a big cost.

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