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整体式组合梁桥梁台结合部模型试验研究

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整体式桥台桥梁免除了伸缩缝的建造费用以及病害和更换问题.为研究整体式钢-混组合梁桥梁台结合部力学性能,本文提出压剪式,腹板式和插入式3种结合部构造形式,进行静力加载模型试验,考虑弯矩最不利和剪力最不利2种工况,对结合部位移和相对滑移数据进行测试.模型试验结果表明:压剪式试件承载力最大,相对转动刚度最大,荷载位移关系和弯矩转角关系线性段最长,结合性能最优.研究结果可为整体式组合梁桥梁台结合部的设计和研究提供参考和借鉴.
Model Experimental Research of the Joint Between Integral Abutment and Composite Beam
Integral bridges eliminate the cost of construction of expansion joints as well as problems of disease and re-placement.In order to study the mechanical properties of the joint between integral abutment and composite beam,three structural forms of the joints are proposed in this paper:compression-shear type,web-structure type and plug-in type.Static loading model experiments were carried out on the three joint structures,and the joint displacement and relative slip data were tested considering the most unfavorable bending moment and the most unfavorable shear condi-tions.The model experiment results show that the compression-shear type specimen has the largest bearing capacity,the largest relative rotational stiffness,the longest linear segment of the load-displacement relationship and the bend-ing moment-rotation angle relationship,and the best combination performance.The research results can provide refer-ence for the design and research of the joint between integral abutment and composite beam.

integral composite bridgeabutment-steel beam jointmodel experimentmechanical properties

卫少阳、邬晓光、陶甫先

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杨凌职业技术学院,陕西 杨凌 712100

长安大学,西安 710064

西安公路勘察设计院有限公司,西安 710005

整体式组合桥梁 梁台结合部 模型试验 力学性能

陕西省交通厅科研项目杨凌职业技术学院科技创新项目

18-19TZK22-26

2024

科技通报
浙江省科学技术协会

科技通报

CSTPCDCHSSCD
影响因子:0.457
ISSN:1001-7119
年,卷(期):2024.40(5)
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