首页> 外文会议>Sixth International Conference on the Application of Stress-Wave Theory to Piles, Sep 11-13, 2000, Sao Paulo, Brazil >Keynote lecture: Oresundlink, grouting work under West Pylon: Integrity test of a giant pile
【24h】

Keynote lecture: Oresundlink, grouting work under West Pylon: Integrity test of a giant pile

机译:主题演讲:Oresundlink,西塔桥下的注浆工作:巨型桩的完整性测试

获取原文
获取原文并翻译 | 示例

摘要

Integrity tests were performed at the West Pylon caisson of the high bridge in the Oresundlink between Sweden and Denmark. The purpose of the tests was to investigate the grout filling works under the 0.9 m thick concrete bottom slab. During the grouting works a storm occurred which swept away approximately 1% of the underbase grout causing voids and gaps in the interface between the bottomslab and the grout. This circumstance jeopardised the bearing capacity of the caisson. The bond between the slab and the grout should be at least 80% according to contract. The investigation showed that this demand was not fulfilled. First after intense grouting works the 80% connection was achieved. The Non-Destructive tests using low strain integrity method were covering the 35 x 37 m bottom slab. Tests were also performed in the verification phase after the repair works were completed.
机译:在瑞典和丹麦之间的厄勒海峡连接带的高桥的西塔沉箱中进行了完整性测试。测试的目的是调查在0.9 m厚的混凝土底板下的灌浆工作。在灌浆过程中,暴风雨席卷了大约1%的地基灌浆,导致底板和灌浆之间的界面出现空隙和缝隙。这种情况危及沉箱的承载能力。根据合同,板和水泥浆之间的粘结力至少应为80%。调查表明,这一要求没有得到满足。首先,经过密集的灌浆工作,实现了80%的连接。使用低应变完整性方法的无损检测覆盖了35 x 37 m的底部平板。维修工作完成后,在验证阶段还进行了测试。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号