民用建筑楼板与梁粘合结构设计优化与施工工艺研究

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中图分类号：TQ172.7 文献标志码：A 文章编号：1001-5922（2025）07-0009-04

Abstract：Due to the construction process，improper design and material performance，the bonding structure between thefloorslab and the beam has problems such asunstable quality and cracking，which afects the safetyof the building.The design optimization and construction technologyof bonded structures offloor slabs and beams of civil buildings were proposed.Based onthe proposed method，theoriginal building slabs were tested，and the shortcomingsof the building slbs were obtained.Theload-bearing force of the building floor was calculated，andaccording to thecalculated load-bearing force，the interfacebetween thebuilding floor slabandthe beam was optimized to increase the interface occusion.Bond prestressing technology was used to enhance the adhesion between floor slabs and beams，and the safetyofbuildings was improved.The results showed that the bond strength of the proposed method was 92MPa ，which can complete the optimal design of the bonding structure between the civil building and the beam，and improve the stability of the building.

Key Words：civil buildings;adhesive optimization design ;load bearing capacity calculation;interface optimization; adhesive prestressing

在现代建筑技术发展迅速的背景下，民用建筑逐渐成为人们生活的载体。（剩余5156字）