本文对具有两个水平槽(内设扁式液压顶)的墙体,在其顶部和切槽内受均匀荷载作用时,按弹性理论作了分析。根据试验室14片墙体试伴和五幢5～8层房屋中的试验结果,考虑开槽之间砌体所受的约束影响,提出了使用扁式液压顶试验方法确定砌体投限抗压强度的计算公式。本文为该试验方法在砖结构中的推广应用提供了可靠依据。 In this paper, the wall structure with two horizontal tanks (with flat hydraulic tops) is analyzed according to elastic theory when it is subjected to uniform load in the top and in the cut grooves. Based on the test results of the 14-wall wall in the laboratory and five 5- to 8-storey buildings, taking into account the constraints imposed on the masonry between the slots, a flat hydraulic test method was used to determine the masonry throw-in resistance. Compression strength calculation formula. This paper provides a reliable basis for the popularization and application of this test method in brick structures.