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王中文, 陈儒发. 钻孔灌注桩超深度缺陷压注混凝土处理技术与应用[J]. 岩土工程学报, 2011, 33(sup2): 197-204.
引用本文: 王中文, 陈儒发. 钻孔灌注桩超深度缺陷压注混凝土处理技术与应用[J]. 岩土工程学报, 2011, 33(sup2): 197-204.
WANG Zhong-wen, CHEN Ru-fa. Treatment technology and application of bored-cast-in-place piles with defect at extreme depth by means of concrete pumping[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 197-204.
Citation: WANG Zhong-wen, CHEN Ru-fa. Treatment technology and application of bored-cast-in-place piles with defect at extreme depth by means of concrete pumping[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 197-204.

钻孔灌注桩超深度缺陷压注混凝土处理技术与应用

Treatment technology and application of bored-cast-in-place piles with defect at extreme depth by means of concrete pumping

  • 摘要: 钻孔灌注桩超深度缺陷,可以通过压注混凝土充填钻孔灌注桩深层缺陷清洗后留下的空洞,使处理部位达到与原桩混凝土相同的品质,确保桩基础符合规范要求。该工法适用于由于塌孔或沉渣致使钻孔灌注桩桩身深层存在较厚夹层的缺陷处理。杭州湾跨海大桥北航道桥 B13 边墩 1# 桩直径 250 cm ,桩长 96 m ,在 63.0 ~ 67.0m 处桩基混凝土存在一定缺陷。为了达到成功处理缺陷的目的,确保大桥工程质量,实施了钻孔灌注桩超深度缺陷压注混凝土处理技术。利用该工法,通过杭州湾跨海大桥北航道桥的桩基缺陷处理实践,有效地保证了桩基质量要求,且处理后桩基质量比常规静压注浆效果更好。

     

    Abstract: After the defects of bored-cast-in-place piles at great depth are detected, the concrete around the defects is removed and then new concrete is filled by high-pressure pumping so as to keep the same quality as the original materials. This technology is originally employed in the defect treatment if an inter-layer is examined in bored-cast-in-place piles. For the Hangzhou Bay Bridge, defects are found around 63-67 m of the total length of 96 m in the bored-cast-in-place pile No.1 of the North Bridge for shipping through the ultrasound and CT measurements. After the application of this technology in the defect treatment of the pile, the pile capacity is effectively strengthened to keep the same quality as that of the original concrete compared with the commonly used concrete grouting.

     

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