侧壁出筋叠合板式拼装综合管廊双舱整体结构受力性能研究

doi:10.3973/j.issn.2096-4498.2025.07.006

隧道建设（中英文） ›› 2025, Vol. 45 ›› Issue (7): 1298-1306.DOI: 10.3973/j.issn.2096-4498.2025.07.006

侧壁出筋叠合板式拼装综合管廊双舱整体结构受力性能研究

余佳寅¹，陈盛扬¹，刘文清²，阎红缨²，薛伟辰^{1， *}

（1. 同济大学土木工程学院，上海 200092； 2. 黑龙江宇辉建设集团，黑龙江哈尔滨 150000）

出版日期:2025-07-20 发布日期:2025-07-20
作者简介:余佳寅（1999—），女，广西北海人，同济大学土木工程专业在读博士，研究方向为预制混凝土结构。E-mail： 2111026@tongji.edu.cn。*通信作者：薛伟辰， E-mail： xuewc@tongji.edu.cn。

Mechanical Properties of Hybrid Precast Utility Tunnel Double-Cabin Structures Composed of Composite Slabs Using Reinforcement Connection

YU Jiayin¹, CHEN Shengyang¹, LIU Wenqing², YAN Hongying², XUE Weichen^{1, *}

(1. College of Civil Engineering, Tongji University, Shanghai 200092, China; 2. Heilongjiang YUHUI Construction Group, Harbin 150000, Heilongjiang, China)

Online:2025-07-20 Published:2025-07-20

摘要/Abstract

摘要： 为解决反复开挖道路铺设多种管线造成交通拥堵且耗费大量建设成本的难题，提出侧壁出筋叠合板式拼装综合管廊，该管廊具有吊装方便、现场支模少、节点连接可靠、整体性和防水性好等优点。基于ABAQUS大型商用软件，建立水平荷载作用下侧壁出筋叠合板式拼装综合管廊有限元分析模型。为验证该模型的合理性，开展侧壁出筋叠合板式拼装综合管廊中节点试验，试验结果与有限元分析结果吻合良好。在此基础上，进一步开展叠合板式拼装综合管廊双舱整体结构足尺模型的有限元参数分析，分析参数包括腋角高度和轴压比。分析结果表明： 1）双舱整体结构的破坏形态均为弯曲破坏。2）所有试件的峰值承载力在200.5~298.6 kN，层间位移角在1/43~1/27。3）相比于无腋角试件，当腋角高度分别为150 mm和250 mm时，有腋试件的峰值承载力分别提高24.4%和39.7%，峰值侧移分别增加49.3%和60.1%；当轴压比从0增加到0.05、0.10时，有腋试件的峰值承载力分别提升10.3%、19.7%，但峰值侧移分别降低5.2%、18.6%。总体上，侧壁出筋叠合板式拼装综合管廊双舱整体结构具有较大的承载力和较好的变形能力。

关键词: 叠合板式拼装综合管廊, 侧壁出筋叠合板, 有限元分析, 受力性能

Abstract: Multiple road excavations in tunnels for pipeline laying cause traffic congestion and high costs. To address this challenge, a hybrid precast utility tunnel (HPUT) composed of composite slabs using reinforcement connection is proposed, characterized by ease of lifting, reduced on-site casting, reliable connections, good integrity and waterproof performance. Based on ABAQUS software, a finite element (FE) analysis model of the HPUT under horizontal loading is established. To verify the rationality of this model, a middle connection test is conducted on the HPUT, and the results show good agreement with the FE analysis. On this basis, a further FE analysis of the overall structure of the HPUT is conducted, primarily focusing on haunch height and axial compression ratio. The results demonstrate the following: (1) The failure mode of the overall structure is bending failure. (2) The peak capacity of specimens ranges from 200.5 to 298.6 kN, and the inter-story drift angles range from 1/43 to 1/27. (3) Compared with specimens without haunches, specimens with haunch heights of 150 mm and 250 mm show increases in peak bearing capacity by 24.4% and 39.7%, respectively, and increases in peak displacement by 49.3% and 60.1%, respectively; When the axial compression ratio increases from 0 to 0.05 and 0.10, the bearing capacity of the HPUT increases by 10.3% and 19.7%, respectively, while the peak displacement decreases by 5.2% and 18.6%, respectively. It is concluded that the overall structure of the HPUT exhibits substantial bearing capacity and commendable deformation capacity.

Key words: hybrid precast utility tunnel composed of composite slabs, composite slabs connected by reinforcement, finite element analysis, mechanical properties

余佳寅, 陈盛扬, 刘文清, 阎红缨, 薛伟辰. 侧壁出筋叠合板式拼装综合管廊双舱整体结构受力性能研究[J]. 隧道建设, 2025, 45(7): 1298-1306.

YU Jiayin, CHEN Shengyang, LIU Wenqing, YAN Hongying, XUE Weichen. Mechanical Properties of Hybrid Precast Utility Tunnel Double-Cabin Structures Composed of Composite Slabs Using Reinforcement Connection[J]. Tunnel Construction, 2025, 45(7): 1298-1306.

[1]	栗子浩, 陈盛扬, 严佳佳, 薛伟辰. 螺栓连接预制板式拼装综合管廊整体结构受力性能分析[J]. 隧道建设, 2025, 45(6): 1154-1162.
[2]	胡天波, 徐军林, 江佳斐, 潘正义, 薛伟辰, 毛良根. 基于型钢套筒溢浆连接的装配式有柱地下车站整体结构受力性能推覆分析[J]. 隧道建设, 2025, 45(5): 933-943.
[3]	徐军林, 胡新宇, 江佳斐, 周燕, 胡正波, 薛伟辰. 钢板套筒溢浆连接抗剪性能试验与有限元分析[J]. 隧道建设, 2025, 45(3): 469-476.
[4]	胡新宇, 徐军林, 江佳斐, 邢琼, 闫顺, 薛伟辰. 型钢套筒溢浆连接抗剪性能试验与有限元分析[J]. 隧道建设, 2025, 45(3): 549-555.
[5]	李大伟. 盾构管片拼装机旋转体失效分析及解决措施[J]. 隧道建设, 2024, 44(S2): 462-469.
[6]	郑佳艳, 兰鹏博, 刘海京, 陆展, 杨莉涓, 陈定嘉. 方拱形波纹钢管廊弯矩解析解及断面参数研究[J]. 隧道建设, 2024, 44(S1): 167-178.
[7]	杨云, 陶冬青, 郭建豪, 陈莉娜, 兰浩. 基于克里金插值法的常压刀盘刀梁区域泥饼发育程度算法及应用研究[J]. 隧道建设, 2024, 44(3): 543-553.
[8]	薛光桥, 肖明清, 何应道, 赵明应, 曹翔鹏. 盾构隧道管片新型接头研发与在水下隧道中的应用[J]. 隧道建设, 2024, 44(12): 2362-2375.
[9]	程雪松, 徐连坤, 耿佳, 李晓凡, 宋彦杰, 逯建栋, 王书雄. 盾构法联络通道T接头局部冻结加固效果及影响因素研究[J]. 隧道建设, 2024, 44(1): 90-99.
[10]	许有俊, 庞跃魁, 张朝, 聂绪致, 张旭, 刘天宇. 矩形顶管隧道F型承插接头抗弯性能试验研究[J]. 隧道建设, 2023, 43(7): 1099-1108.
[11]	韩辉, 王锐松, 倪芃芃. 深圳滨海大道改造工程超宽坑中坑降水与开挖响应实例分析[J]. 隧道建设, 2023, 43(12): 2026-2035.
[12]	郑立钢, 常龙飞, 江华, 江玉生. 暗挖PBA车站顶拱矢跨比对钢管柱受力特征及地表变形影响研究——以北京地铁17号线香河园站为例 [J]. 隧道建设, 2022, 42(S1): 174-182.
[13]	李陶朦, 孙海波, 陈乾坤, 王鑫. 高水压大直径盾构主轴承2种主流密封性能对比研究[J]. 隧道建设, 2022, 42(S1): 517-525.
[14]	李红军, 冷远, 张士龙, 刘昌永. 筒式基坑开挖变形特性及稳定性分析[J]. 隧道建设, 2022, 42(8): 1395-1403.
[15]	孔德顺, 李泉, 高相胜. 隧道大口径内衬钢瓦片运调一体机优化设计[J]. 隧道建设, 2022, 42(11): 1956-1962.

侧壁出筋叠合板式拼装综合管廊双舱整体结构受力性能研究

Mechanical Properties of Hybrid Precast Utility Tunnel Double-Cabin Structures Composed of Composite Slabs Using Reinforcement Connection

PDF

可视化

摘要/Abstract

引用本文

使用本文

参考文献

相关文章 15

编辑推荐

Metrics

本文评价