行业标准：DBJ∕T 14-055-2009 基桩承载力自平衡检测技术规程.pdf

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1、山东省工程建设标准DBDBJ/T14—055—2009J11342—2009基桩承载力自平衡检测技术规程TechnicalCodeforSelf-BalancedTestingofFoundationpileBearingCapacity2009-01-05发布2009-03-01实施山东省建设厅发布山东省工程建设标准基桩承载力自平衡检测技术规程TechnicalCodeforSelf-BalancedTestingofFoundationpileBearingCapacityDBJ/T14—055—2009J11

2、342—2009主编单位：山东省建筑科学研究院山东省建设工程质量监督总站山东铁正工程试验检测中心有限公司批准部门：山东省建设厅实施日期：2009年3月1日2009·济南关于发布山东省工程建设标准《基桩承载力自平衡检测技术规程》的通知鲁建标字［2009］1号各市建委（建设局）、各有关单位：由山东省建筑科学研究院等单位主编的《基桩承载力自平衡检测技术规程》，业经审定通过，批准为山东省工程建设标准，编号为DBJ/T14—055—2009，现予以发布，自2009年3月1日起施行。本标准由山东省工程建设标准定额站负责管理，由

3、山东省建筑科学研究院负责具体内容的解释。山东省建设厅2009年1月5日前言根据省建设厅鲁建标函［2008］3号文的要求，规程编制组经过广泛调查研究，认真总结省内、外基桩自平衡检测经验和科研成果，并在广泛征求意见的基础上，制定了本规程。本规程主要包括总则、术语和符号、基本规定、设备仪器及安装、现场检测、检测数据的分析与判定等六部分内容及有关附录。本规程在执行过程中，请各单位注意总结经验，积累资料，及时将修改意见寄送至山东省建筑科学研究院（地址：济南市无影山路29号，邮编250031）主编单位：山东省建筑科学研究院山东

4、省建设工程质量监督总站山东铁正工程试验检测中心有限公司参编单位：青岛市建筑材料监督检验站泰安市建设工程质量监督站东营市建筑工程质量检测站德州市建设工程质量监督站烟台市建设工程质量监督站诸城市建设工程质量监督站高密市建设工程质量监督站广饶县建设工程质量监督站蓬莱市建筑工程质量监督站长清区建设委员会杭州欧感科技有限公司主要起草人：张培学宋义仲崔桂林张爽鲁爱民李龙鞠庆海朱锋参编人员：王玉广张毅矫恒信张峰刘强任鸿杰崔全岳姜传胜于凯张敬朋刘炳强臧运锋李洪杰宋娇孙捷吴立军安长征刘洪伟刘伟明卜发东米春荣雷蕊付军张懿王术江徐勇甄黎

5、张珊李梅毛宇新主要审查人：傅传国周广泉殷涛房泽民王连印刘俊岩燕彬目次1总则··································································································································12术语、符号······················································································

6、······························13基本规定·························································································································24设备仪器及安装······························································································

7、·············25现场检测·························································································································36检测数据的分析与判定·····························································································3附录A桩身内力检测·····

8、···································································································5附录B载荷试验记录表······································································