加载方式和锚固长度对钢筋套筒灌浆连接性能影响试验研究

王占文; 陈建伟; 鞠士龙; 刘子业

doi:10.13204/j.gyjzG20032904

加载方式和锚固长度对钢筋套筒灌浆连接性能影响试验研究

doi: 10.13204/j.gyjzG20032904

1. 华北理工大学建筑工程学院, 河北唐山 063210;
2. 河北省地震工程研究中心, 河北唐山 063210

基金项目:

国家自然科学基金项目（51678236）。

详细信息

作者简介:
王占文,男,1991年出生,硕士研究生。

通讯作者:
陈建伟,博士,教授,博士生导师,jwchen@ncst.edu.cn。

计量
- 文章访问数: 167
- HTML全文浏览量: 15
- PDF下载量: 3
- 被引次数: 0
出版历程
- 收稿日期: 2020-03-29
- 网络出版日期: 2021-08-19

EXPERIMENTAL STUDY ON EFFECT OF LOADING MODE AND ANCHORAGE LENGTH ON CONNECTION BEHAVIOR OF GROUTING SLEEVE FOR REBARS SPLICING

1. College of Civil and Architectural Engineering, North China University of Science and Technology, Tangshan 063210, China;
2. Earthquake Engineering Research Center of Hebei Province, Tangshan 063210, China

摘要

摘要: 考虑三种加载方式（重复拉伸、高应力反复拉压、大变形反复拉压）与锚固长度（6.5d、7d、8d）对接头连接性能的影响，对40个试件进行拉伸试验，研究其破坏形态、力-位移关系曲线、应变分布等，分析该连接试件的约束机理与灌浆料裂缝开展过程，确定其光滑段与变形段的应力分布及钢筋临界锚固长度。结果表明：试件破坏模式包括钢筋拉断和螺纹端钢筋拔出破坏；循环荷载作用下，接头刚度退化严重；随钢筋锚固长度减小，试件耗能能力减小。套筒表面纵向与环向峰值应变位置和光滑段与变形段的黏结应力分布受钢筋锚固长度影响显著。钢筋直径为12 mm和20 mm的试件临界锚固长度分别为5.42和5.48倍钢筋直径。
- 钢筋连接 /
- 灌浆套筒 /
- 加载方式 /
- 锚固长度 /
- 装配式结构
Abstract: This paper presented an experimental study on the mechanical properties of 40 steel grouted sleeve splices considering the effects of the loading modes (repeated tensile loading, repeated tensile and compression loading at high stress and repeated tensile and compression loading at large strain) and anchorage length (6.5d,7d,8d). The failure modes, load-displacement curves, strain distribution, etc. were studied. The constraint mechanism of the connection specimens and the crack development process of the grouting material were analyzed. The stress distribution in smooth section and deformed section of the sleeve, and the critical anchorage length of the rebar were determined. The test results showed that the failure modes should include the rebar tensile failure and rebar pull-out at the threaded end. The rigidity degeneration of the splices was obvious under cyclic load. The energy-dissipating capacity of specimens decreased with the decrease in anchorage length. The longitudinal and circumferential peak strain positions on the sleeve surface and the bonding stress distribution between the smooth section and the deformed section were significantly affected by the anchorage length of the rebar. The critical anchorage lengths of rebar diameter of 12 mm and 20 mm were 5.42 and 5.48 times the rebar diameter respectively.
- rebar connection /
- grouted sleeve /
- loading mode /
- anchorage length /
- prefabricated structures

HTML全文

参考文献(13)

[1]	许成顺, 刘洪涛, 杜修力. 高应力反复拉压作用下钢筋套筒灌浆连接性能试验研究[J]. 建筑结构学报, 2018, 39(12):178-184 ,193.
[2]	HENIN E, MORCOUS G. Non-Proprietary Bar Splice Sleeve for Precast Concrete Construction[J]. Engineering Structures, 2015, 83:154-162.
[3]	黄俊, 鲁志伟, 戴绍斌, 等. 内置楔形体灌浆套筒连接接头力学性能试验研究[J]. 工业建筑, 2019, 49(1):77-84.
[4]	HUANG Y, ZHU Z G, NAITO C J, et al. Tensile Behavior of Half Grouted Sleeve Connections:Experimental Study and Analytical Modeling[J]. Construction and Building Materials, 2017, 152:96-104.
[5]	XU T F, LI Q W, ZHAO R D, et al. On the Early-Age Bond-Slip Behavior of an Eccentric Bar Embedded in a Grouted Sleeve[J]. Engineering Structures, 2019, 190:160-170.
[6]	LIN F, WU X B. Mechanical Performance and Stress-Strain Relationships for Grouted Splices Under Tensile and Cyclic Loadings[J]. International Journal of Concrete Structures and Materials, 2016, 10(4):435-450.
[7]	中华人民共和国住房和城乡建设部.钢筋套筒灌浆连接应用技术规程:JGJ 355-2015[S]. 北京:中国建筑工业出版社, 2015.
[8]	中华人民共和国住房和城乡建设部.钢筋机械连接技术规程:JGJ 107-2016[S]. 北京:中国建筑工业出版社, 2016.
[9]	郑永峰. GDPS灌浆套筒钢筋连接技术研究[D]. 南京:东南大学,2016.
[10]	郑永峰, 郭正兴, 曹江. 新型灌浆套筒的约束机理及约束应力分布[J]. 哈尔滨工业大学学报, 2015, 47(12):106-111.
[11]	吴涛, 成然, 刘全威. 钢制灌浆套筒连接性能试验研究[J]. 西安建筑科技大学学报(自然科学版), 2018, 50(3):309-316,323.
[12]	CHEN J W, WANG Z W, LIU Z Y, et al. Experimental Investigation of Mechanical Behaviour of Rebar in Steel Half-Grouted Sleeve Connections with Defects in Water/Binder Ratio[J]. Structures, 2020, 26(4):487-500.
[13]	WANG D, LU X. Toward an Improved Understanding of Shear-Friction Behavior[J]. ACI Structural Journal, 2013, 110(5):888-890.