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论述了土体中同步爆扩成型地下仓及混凝土仓壁支架的原理；通过爆压成型混凝土支架材料的触变特性试验和相似模型试验，得出爆压成型混凝土支架的最佳成型时机和控制方法，以及爆压成型混凝土支架的成型结构和强度特征．
The principles of synchronous explosion and expansion of the underground storage silo and the concrete silo wall support in the soil are discussed. Through the thixotropic characteristics test and similar model test of the detonation pressure forming concrete scaffold material, the optimal forming timing and control of the pop-pressure forming concrete scaffold are obtained. Methods, as well as the forming structure and strength characteristics of pop-pressure forming concrete supports.