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压 旋 喷 注 浆 防 护1.施工方法：1.1适用范围与用途加固地基、提高地基承载力。加固地基、提高土体稳定性。减少明挖基础开挖范围和工程量132、，浅埋隧道加固围岩。减少振动防止液化。防渗：防止气体、液体渗漏，滨河建筑物防冲刷。降低地基土的含水量。1.2施工注意事项对砂土、粉土、粘性土、黄土和淤泥、人工填土、砾石土、卵石土等都能进行旋喷加固，但对土体中含有大量直径较大的孤石、砾石、卵石，其旋喷效果较差。加固深度一般不宜超过40米，成桩强度为120MPa。1.3施工准备开工前，应进行现场调查，计算材料用量，编制施工组织设计，施工队伍进场，技术交底和技术培训。检修机具设备、平整场地，并放样。机具就位并试运转。计算出单桩所需水泥浆液用量。水泥浆液用量有两种计算方式： Q1=/4 D2H（1+） Q2=H/V a（1+） 其中：Q1、Q2体积法133、和喷量法计算单桩水泥浆液用量（m3）； D旋喷桩直径（m） H旋喷桩长度（m）损失系数（0.10.3） &单位时间喷浆量(m3/min)； V提升速度（m/min） 水泥浆液组成：水泥水外加剂=11n为保证成桩强度，水泥量可酌加，但成桩直径有影响。外加剂的掺入可改善浆液的流动性、稳定性、早强速凝。外加剂建议采用氯化钙（2%速凝、早强）、水玻璃（2%初凝早、终凝迟、价廉）等。1.4钻机就位、射水试验 移动钻机至设计孔位，钻头对准旋喷桩设计中心，并进行低压（0.5MPa）射水试验，确保喷嘴射水畅通、压力正常。1.5钻孔、接长钻杆 进行钻孔时，射水压力可稍增至0.51.0MPa，防止堵塞喷嘴。当第一134、根钻杆钻进以后，停止射水、接长钻杆、继续加压、射水并钻进，作好记录，直至钻到到设计标高为止。 若对成桩强度要求较高，可采用高压射水对土体进行高压切割，自下而上，以置换出土体中的尽可能多的泥土、微颗粒。压力（2024MPa）、转速1530r/min，提升速度0.10.25m/min。但工作时间将增加一倍，适用于砂土、砂砾土、砂卵石土的承重桩。16制浆、过滤 制浆应在钻孔的同时进行，水泥采用425#普通硅酸盐水泥，浆液配合比前已述及。将拌好的水泥浆流入过滤的筛网，经过滤后流入泥浆桶中备用。筛网孔径为0.8mm，水泥浆桶容积约1立方米左右，各项原材料须准确计量。1.7加压旋喷泥浆桶的浆液，通过高压泵135、加压后，经高压管送至钻机开始旋喷。 旋喷主要技术参数： 浆液压力1024MPa 旋喷速度1530r/min 提升速度0.20.25m/min 浆液流量80100L/min1.7.2 钻孔钻至桩底的设计标高后，停止射水，取下上面第一根钻杆，放入钢球，堵住射水孔，再将钻杆装上，并开始升压注浆，浆液冒出地面以后，钻杆开始旋转和提升，（承重桩可在桩底旋转驻留喷浆12min钟，形成扩大桩头）进行自下而上的旋喷，对个别桩位遇到的砾石土层，为保证成桩桩径，应复喷一次。 当第一根钻杆完全出地面以后，停止压浆，待压力下降以后，快速拆除第一根钻杆，然后升压，压力达到设计值时，便开始重新旋喷提升，喷头到达设计桩顶标136、高时，需进行12分钟的低压补浆，压力为5MPa左右，以弥补由于水泥的收缩和离析作用造成的桩顶凹穴，甚至可补干水泥。1.8补浆结束以后，可提出钻杆及钻头，用低压射水进行冲洗钻杆和喷嘴，至此旋喷结束，钻机重新移位。2.施工工艺流程图施工准备 钻机就位射水试验钻 孔接长钻杆制 浆钻孔完成过 滤堵塞射水孔高压泵对浆液加压并送往钻机旋 喷旋喷结果冲洗钻机钻机移位3、劳动力组织及进度指标工 种人数职 责班长1全面掌握施工质量和安全钻工1操作钻机并维修泵工1操作高压泵并维修电工1负责各种电气保障钳工1全面维修保养机具普工4倒水泥、拌浆、过滤并协助他人工作技术人员1掌握技术、质量和施工记录共计10 每延米桩约137、需10分钟左右，可24小时三班制作业。 4、机具设备配置序号机械名称规 格数 量备 注1钻 机BT-GJD-501台2高压泵LZ5001台3泥浆泵BW-1202台4搅拌桶1000L左右（自制）1个5高压管20mm6拌合机1台5、质量控制要点：5.1开工前，必须试桩，确定合理的旋喷参数和浆液准确的配合比。5.2 旋喷过程中，有20%以内的冒浆量，若超过20%或完全不冒浆均属不正常。5.3拆卸接长钻杆或继续旋喷时，要保持钻杆有1020cm搭接长度，以免断桩。5.4 中断旋喷后，应重新钻至桩底重新旋喷。5.5过滤筛孔要小于喷嘴直径的一半。拌合浆液须严格计量，并不得使用受潮变质水泥和不洁净的水。5.6138、 对5%的旋喷桩进行抽样检查，可采用浅层开挖，观察其形状、直径、垂直度、检查强度。也可钻取岩芯，观察其完整性及进行抗压试验。以及水电效应法等。5.7 保证桩身强度最根本的办法是要使孔内泥土被置换得多，可不断改变参数以取得最佳效果。5.8遇有孤石等情况，为避免畸形桩及断桩，桩可移动位置，必要时可补桩。6.安全及环保措施6.1施工前详细检查高压设备和管路，压力和流量需达到要求。6.2确保其它杂物进行水泥浆桶，管路及喷嘴内。6.3各类密封圈确保良好，无渗漏。6.4安全阀中的安全销要进行试压检验。6.5高压泵须专人操作，压力表应定期检修鉴定。6.6冒出的泥浆可用人工加机械拌合捣实加固土表层。也可收集集139、中处理，待其半干硬时运走弃掉，不可放任自流污染环境。6.7 严格按照国家环境保护、水土保持法有关规定组织施工，先修筑弃碴挡墙，后弃土。 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