广州建筑2024,Vol.52Issue(5) :53-57.

隧道顶板盘扣式钢管支架轴力安全监测试验研究

Experimental Study on Axial Force Safety Monitoring of Plate Buckle Steel Pipe Support on Tunnel Roof

倪毅 邵泉 张厚美 黄桂明 蒋永新
广州建筑2024,Vol.52Issue(5) :53-57.

隧道顶板盘扣式钢管支架轴力安全监测试验研究

Experimental Study on Axial Force Safety Monitoring of Plate Buckle Steel Pipe Support on Tunnel Roof

倪毅 1邵泉 1张厚美 1黄桂明 2蒋永新2
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作者信息

  • 1. 广州建筑股份有限公司,广州 510030;广州市建筑集团有限公司,广州 510030
  • 2. 广州市恒盛建设集团有限公司,广州 510030
  • 折叠

摘要

近年来盘扣式钢管支架在隧道顶板施工中的应用越来越普遍,常规方式采用后装法监测立杆轴力,安装传感器时调节立杆顶托导致轴力重新分布,监测轴力精度不足.本文提出先装法进行监测,通过实际监测案例,分别采用先装法和常规后装法进行监测对照试验,对比规范理论计算轴力值,对监测结果进行对比分析,探究盘扣式钢管立杆轴力监测方法.研究结果表明:(1)与常规后装法比较,本文提出先装法更接近高支模立杆轴力实际受力情况(2)JGJ231-2021规范对高支模轴力的理论计算值大于本次试验实际监测轴力值,验证了规范计算轴力值偏安全(3)采用后装法和先装法得到立杆轴力值,存在较大差异,后装法得到的轴力值结果偏小,相比对照组偏小15.64%和相比参考点偏小37.8%(4)采用先装法对比后装法轴力值更接近理论轴力值.先装法的轴力值和理论值的比率MA/N为0.49,常规后装法的轴力值和理论值的比率MB/N和Me/N分别为0.419和0.309.本文提出先装法更接近于实际受力情况,研究结果可对常规高支模监测和施工进行校正和补充.

Abstract

In recent years,the application of disc buckle steel pipe support in tunnel roof construction is becoming common.The conventional way is to use the rear loading method to monitor the vertical rod axial force,and adjusting the vertical rod top support when installing the sensor leads to the redistribution of axial force and the lack of monitoring axial force accuracy.In this paper,the preloading method is proposed for monitoring.Through the actual monitoring cases,the monitoring control tests are carried out by using the preloading method and the conventional afterloading method,and the axial force values are calculated by comparing the standard theory,the monitoring results are compared and analyzed,and the axial force monitoring method of disc buckle steel pipe vertical rod is explored.The results show that:(1)compared with the conventional postloading method,this paper proposes that the preloading method is closer to the actual axial force of the high-support die vertical rod.(2)the theoretical calculation value of the axial force of the high support die in the JGJ231-2021 code is larger than that of the actual monitoring axial force in this test,which verifies that the axial force calculated by the code is safe.(3)there is a big difference between the axial force value of the vertical rod obtained by the afterloading method and the preloading method,and the axial force value obtained by the postloading method is 15.64%smaller than that of the control group and 37.8%smaller than the reference point.(4)the axial force value of the preloading method is closer to the theoretical axial force value than that of the rear loading method.The ratio of axial force value of preloading method to theoretical value MA/N is 0.49,and the ratio of axial force value of conventional afterloading method to theoretical value is 0.419 and 0.309 respectively.It is proposed that the preloading method is closer to the actual stress situation,and the research results can correct and supplement the conventional high-supported formwork monitoring and construction.

关键词

承插型盘扣式钢管/高大模板支撑体系/立杆稳定性验算/立杆轴力监测

Key words

disk lock steel tubular/tall formwork support check the stability of vertical rod/vertical rod axial force monitoring

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基金项目

广州市建筑集团有限公司科技计划项目(2023-KJ026)

出版年

2024
广州建筑
广州市建筑科学研究院有限公司

广州建筑

影响因子:0.452
ISSN:1671-2439
参考文献量24
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