| 植筋连接混凝土梁抗剪承载力试验研究 |
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| 引用本文： | 蒋程,管东芝,邢晨曦,包轶楠,敬登虎.植筋连接混凝土梁抗剪承载力试验研究[J].建筑技术,2011,42(7):653-654. |
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| 作者姓名： | 蒋程 管东芝 邢晨曦 包轶楠 敬登虎 |
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| 作者单位： | 东南大学土木工程学院,210096,南京 |
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| 基金项目： | 教育部国家大学生创新性实验计划项目(091028616) |
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| 摘 要： | 对6根通过植筋连接的混凝土梁柱构件进行试验研究,并运用正交试验原理对构件的配筋率、截面尺寸、混凝土强度这3个参数进行分析研究。通过比较分析,发现若按规范中普通梁斜截面抗剪承载力公式计算得到的设计值,均比试验值小,因此在工程应用中,植筋连接混凝土梁的抗剪承载力可按规范中普通梁抗剪承载力的要求进行设计。
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| 关 键 词： | 植筋 混凝土梁 抗剪承载力 |
EXPERIMENTAL STUDY ON SHEAR CAPACITY OF CONCRETE BEAM USING REBAR PLANTING TECHNOLOGY |
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| JIANG Cheng,GUAN Dong-zhi,XING Chen-xi,BAO Yi-nan,JING Deng-hu.EXPERIMENTAL STUDY ON SHEAR CAPACITY OF CONCRETE BEAM USING REBAR PLANTING TECHNOLOGY[J].Architecture Technology,2011,42(7):653-654. |
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| Authors: | JIANG Cheng GUAN Dong-zhi XING Chen-xi BAO Yi-nan JING Deng-hu |
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| Affiliation: | JIANG Cheng,GUAN Dong-zhi,XING Chen-xi,BAO Yi-nan,JING Deng-hu(School of Civil Engineering,Southeast University,210096,Nanjing,China) |
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| Abstract: | This article based on an experiment of six rebar-planted concrete beams and focus on analysis reinforcement ratio,section size and concrete strength grade,through which applying to orthogonal experimental principle.By comparing and analysing,the calculation method for shear capacity of common beam can be used in rebar-planted concrete beams in engineering application as design values are smaller than test values. |
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| Keywords: | planting bar concrete beam shear capacity |
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