山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2012年
19期
103-103
,共1页
钢筋混凝土%地下连续墙%后压浆%袖花管
鋼觔混凝土%地下連續牆%後壓漿%袖花管
강근혼응토%지하련속장%후압장%수화관
steel reinforced concrete%continuous underground wall%post grouting%sleeve tube
为了解决钢筋混凝土地下连续墙墙体接缝处易变形,漏水等问题,介绍了在连续墙设计时增加墙趾、墙缝注浆,沿墙与墙搭接缝、沿墙趾预埋袖花管注浆的新工艺,并对注浆时间进行了说明,经实践证明效果良好,值得在同类工程中推广应用。
為瞭解決鋼觔混凝土地下連續牆牆體接縫處易變形,漏水等問題,介紹瞭在連續牆設計時增加牆趾、牆縫註漿,沿牆與牆搭接縫、沿牆趾預埋袖花管註漿的新工藝,併對註漿時間進行瞭說明,經實踐證明效果良好,值得在同類工程中推廣應用。
위료해결강근혼응토지하련속장장체접봉처역변형,루수등문제,개소료재련속장설계시증가장지、장봉주장,연장여장탑접봉、연장지예매수화관주장적신공예,병대주장시간진행료설명,경실천증명효과량호,치득재동류공정중추엄응용。
In order to solve the deformation and leakage problems occurring in continuous underground steel reinforcement concrete wall joint, the paper introduces the new technology added in continuous wall design, such as increasing wall toe, wall joint grouting, connecting joint among wall, pre-embedding sleeve tube along wall toe, and illustrates grouting time. Practice proves that the effect is good, which is worth promoting in similar engineering.
