首页|采用PF-UHPC制备钢混组合梁桥面板施工关键技术

采用PF-UHPC制备钢混组合梁桥面板施工关键技术

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为探明不同技术指标对钢混组合梁UHPC桥面板性能的影响,完善超高性能混凝土预混料(PF-UHPC)的制备技术工艺,制造出性能稳定、满足施工要求的钢混组合梁UHPC桥面板,通过试验对比分析了不同工艺技术指标对PF-UHPC工作性能及力学性能的影响.确定最佳工艺技术指标,形成一套关于PF-UHPC预制和现浇钢混组合梁桥面板施工的关键技术.结果表明:PF-UHPC基准配合比的强度、工作性能均满足要求,且增加减水剂掺量0.3%能显著改善材料工作性能而不影响力学性能;采用大搅拌机搅拌时长为8 min时,混合料各项性能最佳;材料凝结时间受室内外环境因素影响大;钢纤维的投料先后对材料工作性能和力学性能影响较小,但后加钢纤维的混合料其钢纤维均匀性偏差较大;试件抗折强度受钢纤维取向影响,而钢纤维取向主要取决于布料方向,布料方向与UHPC流动方向的角度越大,试验板的抗折强度越低;振捣频率对UHPC抗折强度影响较大,对抗压强度和钢纤维含量偏差影响较小,80 Hz振捣频率最有利;UHPC湿养护后水化热温度基本在40~50℃,内部初始温度随板厚增加升高,蒸养过程中UHPC板中心升温较外部慢,内外温差较大;蒸养棚内恒温温度宜控制在90℃以上,且应适当延长自然降温时间,25 cm厚板底部在70 ℃以上恒温30 h,其强度满足设计要求.
Key Construction Technology for Steel-concrete Composite Beam Bridge Decking Prepared with PF-UHPC
In order to investigate the influence of different technical indicators on the performance of UHPC bridge decking in steel-concrete composite beams,to improve the preparation technology of premix for UHPC(PF-UHPC),and to produce steel-concrete composite beams with stable performance and meeting construction requirements,the influences of different technical indicators on the working performance and mechanical properties of PF-UHPC are compared and analyzed through experiments.The optimal technical indicators are determined,and a set of key technologies is developed for the construction of prefabricated and cast-in-place steel-concrete composite beam bridge decking with PF-UHPC.The result shows that the strength and working performance of the PF-UHPC base mix proportion meet the requirements,and increasing 0.3%dosage of water reducer can significantly improve the material's working performance without affecting its mechanical properties.When using a large mixer with a mixing time of 8 min,the best performance of the mixture is achieved.The setting time of materials is greatly influenced by indoor and outdoor environmental factors.The feeding sequence of steel fibers has a relatively small influence on the working performance and mechanical properties of the material,but the mixture with added steel fibers has a significant deviation in the uniformity of steel fibers.The flexural strength of the specimen is influenced by the orientation of steel fibers,which mainly depends on the direction of fabric.The greater the angle between the fabric direction and the flow direction of UHPC,the lower the flexural strength of the test decking.The vibration frequency has a significant influence on the flexural strength of UHPC,but has a smaller influence on the deviation of compressive strength and steel fiber content,and the 80 Hz vibration frequency is the most favorable.The hydration heat temperature of UHPC after wet curing is basically between 40 ℃ and 50 ℃,and the initial internal temperature increases with the increase of plate thickness.During the steam curing process,the temperature rise in the center of the UHPC plate is slower than that of the outside,and the temperature difference between the inside and outside is larger.The constant temperature inside the steam curing shed should be controlled above 90 ℃,and the natural cooling time should be appropriately extended.The bottom of a 25 cm thick decking should be kept at a constant temperature above 70 ℃ for 30 h,and its strength should meet the design requirements.

bridge engineeringconstruction technologycontrol variable methodUHPC bridge deckingworking performance and mechanical property

杨元海、王斌、黄卿维

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中交路桥建设有限公司,北京 100027

中交路桥华南工程有限公司,广东 中山 528403

福州大学 土木工程学院,福建 福州 350100

桥梁工程 施工技术 控制变量法 UHPC桥面板 工作性能及力学性能

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(4)
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