{"title":"Mechanical grouting sleeve of rebars: experimental investigations","authors":"Zengqiang Zhang, Jie Li, Shuhe Dai, Jingbo Guo","doi":"10.1139/tcsme-2023-0014","DOIUrl":null,"url":null,"abstract":"To ensure the reliability of prefabricated concrete structures and reduce the cost of sleeve, a new type of mechanical grouting sleeve of rebars was designed. According to the specification of the rebar joint, monotonic axial tension test and cyclic load test of the new rebar sleeve were performed. The working mechanism and connection performance of sleeve were studied. The results show that the unidirectional tensile strength of the sleeve joint can meet the requirement of 1.1 times of the tensile strength of the rebar. The deformation of mechanical grouting meets the requirements of standard under cyclic load. The strength and deformation properties of the rebar joint meet the requirements of standard of JGJ107-2010 for I level joint when the grouting length is large. The working mechanism of the mechanical grouting sleeve is discussed, which provides a new design method for the connection of rebar with different diameters. The research results are of great significance for promoting the development of prefabricated concrete structures.","PeriodicalId":23285,"journal":{"name":"Transactions of The Canadian Society for Mechanical Engineering","volume":null,"pages":null},"PeriodicalIF":0.8000,"publicationDate":"2024-04-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Transactions of The Canadian Society for Mechanical Engineering","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1139/tcsme-2023-0014","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"ENGINEERING, MECHANICAL","Score":null,"Total":0}
引用次数: 0
Abstract
To ensure the reliability of prefabricated concrete structures and reduce the cost of sleeve, a new type of mechanical grouting sleeve of rebars was designed. According to the specification of the rebar joint, monotonic axial tension test and cyclic load test of the new rebar sleeve were performed. The working mechanism and connection performance of sleeve were studied. The results show that the unidirectional tensile strength of the sleeve joint can meet the requirement of 1.1 times of the tensile strength of the rebar. The deformation of mechanical grouting meets the requirements of standard under cyclic load. The strength and deformation properties of the rebar joint meet the requirements of standard of JGJ107-2010 for I level joint when the grouting length is large. The working mechanism of the mechanical grouting sleeve is discussed, which provides a new design method for the connection of rebar with different diameters. The research results are of great significance for promoting the development of prefabricated concrete structures.
期刊介绍:
Published since 1972, Transactions of the Canadian Society for Mechanical Engineering is a quarterly journal that publishes comprehensive research articles and notes in the broad field of mechanical engineering. New advances in energy systems, biomechanics, engineering analysis and design, environmental engineering, materials technology, advanced manufacturing, mechatronics, MEMS, nanotechnology, thermo-fluids engineering, and transportation systems are featured.