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1、核準(zhǔn)通過，歸檔資料。未經(jīng)允許，請勿外傳！抱壓式大直徑靜壓沉管灌注樁施工工法抱壓式大直徑靜壓沉管灌注樁施工工法工法編號：RJGF（閩）——2011完成單位：福建省九龍建設(shè)集團有限公司廈門海升基礎(chǔ)工程建設(shè)有限公司1前言目前在廈門及周邊沿海地區(qū)的高層建筑基礎(chǔ)形式應(yīng)用較多的有靜壓預(yù)應(yīng)力高強度混凝土管樁（PHC管樁）和沉管、沖孔灌注樁。PHC管樁具有單樁承載力較高，施工速度快，低噪音等優(yōu)點，但PHC管樁尤其是在接樁部位易受沿海地區(qū)的地下水、鹽堿土
2、質(zhì)腐蝕，且遇堅硬土層、孤石易出現(xiàn)斷樁、爆樁等問題。灌注樁則易出現(xiàn)塌孔、縮頸、樁底沉渣（虛土）無法清理干凈等問題。抱壓式大直徑靜壓沉管灌注樁結(jié)合了上述樁型的施工工藝，再加以綜合改進。是通過靜力壓樁機以壓樁機自重及配重作反力可將直徑為600mm～800mm的帶鋼制樁靴的鋼套管采用抱壓的形式壓入地基土中，并在鋼套管內(nèi)放置鋼筋籠再灌注混凝土后拔出鋼套管形成樁體的一種成樁方法。按本工法施工的抱壓式大直徑靜壓沉管灌注樁不僅具有PHC管樁施工速度快，
3、低噪音的優(yōu)點，同時又具有承載力高，樁身質(zhì)量穩(wěn)定可靠，無接樁焊縫，抗腐蝕性強等優(yōu)點。配備特制樁靴，保證孔內(nèi)無沉渣。有效的震動裝置，結(jié)合套管反插保證了砼灌注的密實。2工法特點工法特點9JWKffwvG#tYMJg&6aCZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2
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