CAJ | 학술논문

目前盾构隧道联络通道主要采用土体加固暗挖法进行施工，但在复杂工况环境下仍存在极大施工风险。文章通过采用专门研制的行星刀盘方顶管对不同强度等级的混凝土试块进行全断面切削试验，对顶管刀具选型及布置、行星刀盘顶管切削性能等进行了研究，可为今后采用顶管法直接切削混凝土复合管片的盾构隧道联络通道的施工提供相应的技术储备，避免移除管片暴露加固土体，以大大降低盾构隧道联络通道施工风险。
목전순구수도련락통도주요채용토체가고암알법진행시공，단재복잡공황배경하잉존재겁대시공풍험。문장통과채용전문연제적행성도반방정관대불동강도등급적혼응토시괴진행전단면절삭시험，대정관도구선형급포치、행성도반정관절삭성능등진행료연구，가위금후채용정관법직접절삭혼응토복합관편적순구수도련락통도적시공제공상응적기술저비，피면이제관편폭로가고토체，이대대강저순구수도련락통도시공풍험。
The mining method with soil reinforcement is now mainly adopted in the construction of cross passages of shield tunnels, which is characterized by high risk and complex working conditions. In this paper, based on the adoption of a specially developed rectangular pipe-jacking machine with a planetary cutterhead, full-face cutting tests are carried out on concrete samples of different strength grades. Research on cutting-tool selection and layout, as well as the machinability of pipe-jacking with a planetary cutterhead, are undertaken, providing a technical reference for future cross-passage construction in shield tunnels adopting pipe-jacking to cut concrete composite segments, thereby refraining from exposing the reinforced soil mass due to segment removal, and greatly reducing the construction risk.