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| 孔道密实度对预应力混凝土梁变形影响的试验研究 | |
| 引用本文： | 耿建莉,刘山洪. 孔道密实度对预应力混凝土梁变形影响的试验研究[J]. 江苏建筑, 2010, 0(4): 43-45 |
| 作者姓名： | 耿建莉 刘山洪 |
| 作者单位： | 1. 炎黄职业技术学院,江苏涟水,223400 2. 重庆交通大学土木建筑学院,重庆,400074 |
| 基金项目： | 重庆市交委科技项目渝科成登字2007Y291 |
| 摘 要： | 研究了3种模型的试验梁：孔道完全压浆、孔道内某一段长度未压浆和孔道完全未压浆,以探索孔道密实程度不同对预应力混凝土梁变形的影响。试验结果表明：孔道压浆不密实与未压浆梁的开裂荷载比压浆密实的梁低,孔道未压浆的梁比孔道压浆不密实及压浆密实的梁挠度大。 |
| 关 键 词： | 孔道密实程度 试验研究 变形 影响 |
Experiment Study of Pore Density to Deformation Effect of Prestressed Concrete Beam |
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| GENG Jian-li,LIU Shan-hong. Experiment Study of Pore Density to Deformation Effect of Prestressed Concrete Beam[J]. Jiangsu Construction, 2010, 0(4): 43-45 | |
| Authors: | GENG Jian-li LIU Shan-hong |
| Affiliation: | 1.Progenitor Vocational ＆ Technical College, Jiangsu Lianshui 223400 China; 2.School of Civil Engineering,Chongqing Jiaotong University,Chongqing 400074 China) |
| Abstract: | The paper explains study on experimental beams of three models, such as pore fully grouted,pore within a certain period of non-grouted length and pore no grouted,in order to explore the different levels of pore-compacting of the deformation of prestressed concrete beams. The results showed that the cracking load of not compacting grouting and non-grouting beam was lower than the compacting grouting beam.The deflection of non-grouting beam was large than the non-compacting grouting and non-grouting beam. |
| Keywords: | the degree of pore-compacting experimental research deformation impact |
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