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预应力高强轻骨料混凝土连续刚构桥的试验研究
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(清华大学土木工程系 北京 100084)

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黄盛楠

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TU528.2

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Experimental study of prestressed high-strength lightweight aggregate concrete continuous rigid frame bridge
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(Department of Civil Engineering, Tsinghua University, Beijing 100084, China)

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    摘要:

    强度等级在CL40以上的高强轻质混凝土(HSLWC)应用于大跨度桥梁结构,具有减轻自重,有效降低结构内力,增大跨度,减少桥墩数量等优点。以云南安宁至楚雄高速公路14号达连坝段公路桥为原型,按照1/4比例设计了一个3跨预应力高强轻骨料混凝土连续刚构桥,其桥面结构采用CL50混凝土,进行了多种荷载工况的试验研究。结果表明,预应力高强轻骨料混凝土连续刚构桥具有较好的受力性能,1倍和1.5倍等效车队荷载通过时,各项指标均满足规范要求;2倍等效车队荷载通过时,部分指标不满足使用要求,但桥梁表现出了较好的延性;在严重超载情况下,桥梁虽破坏严重,但仍可保持较好的承载力水平且不会发生跨塌。

    Abstract:

    High-strength lightweight concrete (HSLWC) with strength grade above CL40 is applied to long-span bridge structure, which has the advantages of reducing dead weight, effectively reducing structural internal force, increasing span and reducing the number of piers. A 3-span prestressed high-strength lightweight aggregate concrete continuous rigid frame bridge was designed according to 1/4 ratio based on Dalianba section No. 14 of Anning to Chuxiong Expressway in Yunnan province. The bridge deck structure was made of CL50 concrete, and a variety of load conditions were tested. The results show that the prestressed high-strength lightweight aggregate concrete continuous rigid frame bridge has good mechanical performance, and all the indexes meet the standard requirements when 1 times and 1.5 times equivalent vehicle load passes through. When the double equivalent vehicle load passes, some indexes do not meet the requirements of use, but the bridge shows good ductility. In the case of severe overload, although the damage of the bridge is serious, it can still maintain a good bearing capacity level and will not collapse.

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Shengnan Huang, Yingkui Liu, Lieping Ye, Hailin Sun, Peng Feng, Xinzheng Lu Experimental study of prestressed high-strength lightweight aggregate concrete continuous rigid frame bridge. Prestress Technology 2010,14(02):3-18. 10.59238/j. pt.2010.02.001

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  • 在线发布日期: 2023-08-06
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