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波纹钢箱涵回填过程受力特性试验研究

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波纹钢箱涵相较于圆形、拱形和管拱形波纹钢涵洞截面利用率更高,要求的最小覆土厚度较小,因此更适用于路基高度受限的城市地下通道、平原区以及跨线的桥涵工程.然而目前缺少针对中国净空要求的波纹钢箱涵试验研究,国外规范内力计算公式的适用性丞待研究.为此对一座跨径6.6 m,矢高3.7 m的波纹钢箱涵开展全尺寸模型试验,对回填过程中的位移、内力和土压力进行测试和分析,并将恒载作用下结构的弯矩与Duncan的计算公式进行对比.结果表明:回填至拱肩之前结构侧面持续向内变形,顶面持续向上变形;回填至拱肩以后变形开始反向变化,最终拱顶位置的下挠为矢高的 0.84%.回填至拱肩和回填结束是关键施工阶段,两阶段均是拱顶外侧的应力最大,分别为 36 MPa(受拉)和―100 MPa(受压);回填完成后拱顶和拱肩测点的弯矩产生的应力在总应力中的比例位于 76%和 100%之间;回填完成后结构顶面的土压力大于土柱法计算出的土压力,侧面的土压力小于静止土压力;Duncan提出的公式可有效预测本研究全尺寸模型在恒载作用下的弯矩,误差在 11%以内.本研究成果可为后续的波纹钢箱涵规范制订和结构设计提供参考.
Experimental Study on Corrugated Steel Box Culvert Stress Characteristics During Backfill
Compared with the circular,arched and pipe-arch structures,the corrugated steel box culvert has higher section utilization rate and smaller minimum thickness of backfill soil.Therefore,it is more suitable for urban underground passages,bridge and culvert in plain areas and acrossing lines with limited subgrade elevation.However,there is currently a lack of experimental study on corrugated steel box culvert for China's clearance requirements.The applicability of internal force calculation formulas needs to be studied.The full-scale model test was conducted on a corrugated steel box culvert with 6.6 m span and 3.7 m rise.The displacement,internal force and earth pressure during backfill were tested and analyzed.The structure bending moment under dead load was compared with Duncan's calculation formula.The result indicates that the structure side continues deforming inward before backfill to haunch,and the top surface continues deforming upward.The deformation begins to reversely change after backfill to haunch.The final downward deflection of vault is 0.84%of the rise.The backfill to haunch and the end of backfill are the key construction stages.At both stages,the stresses on crown outside are the largest,which are 36 MPa(tensile)and ― 100 MPa(compression)respectively.The proportion of stresses,generated by the measuring points bending moment at vault and haunch,is 76%-100%of the total stresses after backfill.The earth pressure on structure top surface after backfill is greater than that calculated by using the soil column method.The earth pressure on side is less than the static earth pressure.The formula proposed by Duncan can effectively predict the bending moment under dead load with the propsed full-scale model with the error less than 11%.The study result can provide the reference for the subsequent specification development and structural design for corrugated steel box culvert.

bridge engineeringstress characteristicsmodel testcorrugated steel box culvertbackfill process

刘保东、武飞、韦佳明、孙海波、张顺

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北京交通大学 土木建筑工程学院,北京 100044

山东省交通规划设计院集团有限公司,山东 济南 250031

桥梁工程 受力特性 模型试验 波纹钢箱涵 回填施工

2024

公路交通科技
交通运输部公路科学研究院

公路交通科技

CSTPCD北大核心
影响因子:1.007
ISSN:1002-0268
年,卷(期):2024.41(12)