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大板结构接缝的强度和刚度
引用本文:万墨林,曾兵. 大板结构接缝的强度和刚度[J]. 建筑结构学报, 1986, 7(4): 54-69
作者姓名:万墨林  曾兵
作者单位:中国建筑科学研究院结构所,中国建筑科学研究院结构所
摘    要:本文介绍了大板结构接缝强度和刚度方面的试验研究成果,包括混凝土的纯剪强度和接缝材料的粘结抗剪强度、剪跨比对截面抗剪强度的影响、轴压力与抗剪力的关系,“剪切-摩擦”抗剪力、竖向接缝的抗剪强度和变形性能、多因素水平接缝的总体抗剪强度和刚度、连系梁接缝的选型及抗剪强度、水平接缝的抗压强度和刚度等内容。本研究成果可供改进地震区大板结构的设计和大板规程的修编参考。

收稿时间:1986-08-05
修稿时间:1986-08-05

Strength and Rigidity of Joints in Large Panel Buildings
Wan Molin,Zeng Bing. Strength and Rigidity of Joints in Large Panel Buildings[J]. Journal of Building Structures, 1986, 7(4): 54-69
Authors:Wan Molin  Zeng Bing
Affiliation:Wan Molin,Zeng Bing ( China Academy of Building Research )
Abstract:The results of experimental research concerning the strength and stiffness of joints of large panel buildings are introduced in this paper. In it, pure shear strength of concrete, adhesive shear strength of joint material, effect of shear span ratio on shear strength,relationship between axial compressive stress and shearing resistance, shearing resistance due to shear-friction, shear strength and deformation behavior of vertical joints, shear strength and stiffness of horizontal joints in consideration of several factors, selection of the types and shear strength of the joints of connecting beams, compressive strength and stiffness of horizontal joints etc. have been studied.These results can be used as a reference for improving the design of large panel buildings in earthquake zones and for revision of the design code of large panel buildings.
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