EXPERIMENTAL RESEARCH OF LATERAL PRESSURE ON SELF-COMPACTING CONCRETE FORMWORKS CONSIDERING TIME-VARYING PROPERTIES
-
摘要: 针对自密实混凝土模板侧压力计算研究不够完善的问题,基于Janssen理论建立了自密实混凝土模板侧压力计算模型并推导出侧压力计算式。通过自行设计的试验装置研究了自密实混凝土与模板间的摩擦系数μ、侧压力折减系数K所呈现的时变效应,并对推导式进行参数修正,依托侧压力实测数据对修正式有效性进行验证。研究表明:考虑时变效应的模板侧压力修正式计算值与实测值相对误差较小,可相对准确地预测模板侧压力。Abstract: Aiming at the problem that the research on the calculation of the lateral pressure of self-compacting concrete formwork is not perfect enough, a calculation model of the lateral pressure of self-compacting concrete formwork was established based on Janssen theory, and the calculation formula of the lateral pressure was deduced. The time-varying effect of friction coefficient μ and lateral pressure reduction coefficient K between self-compacting concrete and formwork was studied by self-designed test device, and the parameters of the deduced formula were modified. The validity of the modified formula was verified based on the measured data of lateral pressure. The results showed that the error between the calculated and the measured values was small and the correction formula considering the time-varying effect could predict the lateral pressure of the formwork relatively accurately.
-
[1] 童炳丰. 混凝土外加剂的实际应用现状及未来发展路径[J]. 绿色环保建材, 2020(10):20-21. [2] 王学成,姜凤传. 混凝土外加剂的应用分析[J]. 工程技术研究, 2020, 5(16):143-144. [3] BENAICHA M, BELCAID A, ALAOUI A H,et al. Evolution of Pressure Generated by Self Compacting Concrete on a Vertical Channel[J]. Engineering Structures, 2019, 191(7):432-438. [4] 任凯博, 侯永康, 牛润明,等. 倾斜塔柱新浇混凝土模板侧压力试验研究[J]. 公路, 2020, 65(2):108-114. [5] TEIXEIRA S, SANTILLI A,PUENTE I. Analysis of Casting Rate for the Validation of Models Developed to Predict the Maximum Lateral Pressure Exerted by Self-Compacting Concrete on Vertical Formwork[J]. Journal of Building Engineering, 2016, 6:215-224. [6] 中华人民共和国住房和城乡建设部.建筑施工模板安全技术规范:JGJ 162-2008[S]. 北京:中国建筑工业出版社, 2008. [7] 中华人民共和国住房和城乡建设部.混凝土结构工程施工规范:GB 50666-2011[S]. 北京:中国建筑工业出版社, 2012. [8] ACI Committee. Guide to Formwork for Concrete:ACI 347-04[S].Farmington Hills M:ACI Standard, 2004. [9] BEITZEL M. Modeling Fresh Concrete Pressure of Normal and Self-Compacting Concrete[J]. Design, Production and Placement of Self-Consolidating Concrete, 2010(1):243-254. [10] KWON S H, PHUNG Q T, PARK H Y,et al. Effect of Wall Friction on Variation of Formwork Pressure over Time in Self-Consolidating Concrete[J]. Cement and Concrete Research, 2011, 41(1):90-101. [11] 张文学, 李云开,谢全懿. 振捣深度对新浇筑混凝土模板侧压力影响研究[J]. 工业建筑, 2016, 46(12):110-115. [12] 李文广. 新浇筑混凝土模板侧压力影响因素试验研究[J]. 铁道建筑, 2019, 59(11):37-40,45. [13] 王德利. "贮仓法"计算混凝土侧压力[J]. 水运工程, 1990(7):15-17. [14] VANHOVE Y, DJELAL C,MAGNIN A. Prediction of the Lateral Pressure Exerted by Self-Compacting Concrete on Formwork[J]. Magazine of Concrete Research, 2004, 56(1):55-62. [15] GARDNER N. Pressure of Concrete on Formwork:A Review[J]. Journal of the American Concrete Institute, 1985, 82:744-753. [16] BILLBERG P H, ROUSSEL N, AMZIANE S,et al. Field Validation of Models for Predicting Lateral Form Pressure Exerted by SCC[J]. Cement and Concrete Composites, 2014, 54:70-79.
点击查看大图
计量
- 文章访问数: 115
- HTML全文浏览量: 7
- PDF下载量: 2
- 被引次数: 0