城市建筑
城市建築
성시건축
URBANISM AND ARCHITECTURE
2014年
21期
170-170
,共1页
综合管沟%变形缝%渗漏水处理%固结补强
綜閤管溝%變形縫%滲漏水處理%固結補彊
종합관구%변형봉%삼루수처리%고결보강
common service tunnel%movement joint%water leakage treatment%consolidation and strengthening
某工程地下结构综合管沟基础位于天然地基基础及淤泥层等软弱土层上，变形缝是产生渗漏薄弱环节。本文采用固结补强方法，对综合管沟变形缝渗漏水的堵漏效果进行了研究。
某工程地下結構綜閤管溝基礎位于天然地基基礎及淤泥層等軟弱土層上，變形縫是產生滲漏薄弱環節。本文採用固結補彊方法，對綜閤管溝變形縫滲漏水的堵漏效果進行瞭研究。
모공정지하결구종합관구기출위우천연지기기출급어니층등연약토층상，변형봉시산생삼루박약배절。본문채용고결보강방법，대종합관구변형봉삼루수적도루효과진행료연구。
The foundation of common service tunnel in un-derground structure in some engineering is located in the na-tural foundation and silt layer which is a soft soil layer, the movement joint is the weak link of leakage. By the method of consolidation and strengthening, the paper studies the effect of preventing leakage to water leakage of common service tunnel movement joint comprehensive pipeline deformation crack seepage plugging effect were studied.
