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第十师北屯市原职业技术学校酒店改建项目(EPC)结构加固工程施工案例总结

一、项目基本概况

本项目为第十师北屯市重点改建工程核心组成部分—— 原职业技术学校酒店改建项目 (EPC) 1#、3# 楼结构加固工程，工程地点位于北屯市博望东街以南、昆玉路以东区域。项目由新疆额河文旅有限责任公司投资建设，新疆宏通建筑工程有限责任公司担任总承包单位，重庆特辰建筑加固工程有限公司作为专业分包单位全权实施结构加固施工任务，承包方式为包工包料全承包管理。

项目于 2025 年 10 月正式开工，合同暂定总工期为进场之日起 50 个日历天（原暂定竣工日期 2025 年 12 月 20 日）。后因北疆冬季严寒气候影响，于 2025 年 11 月进入冬歇期暂停施工；2026 年 3 月底气温回暖、施工条件全面恢复后正式吹响复工号角，经项目部抢抓施工窗口期，于 2026 年 5 月 29 日顺利完成全部加固作业并通过专项验收，实际施工周期（不含冬歇期）62 个日历天，圆满实现按期优质交付目标。

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二、工程范围与核心工程量

（一）施工范围

本次加固作业涵盖裂缝处理、碳纤维布加固、粘钢加固、连接构件施工、植筋、配套锚固构件安装六大核心内容，具体包括 1# 楼、3# 楼设计施工图及图中包含的全部施工措施、基层处理、粘碳纤维加固、梁与柱粘钢 / 包钢加固，以及全楼裂缝专项处理工程。

（二）核心工程量

项目工艺复杂、标准严苛、体量可观，核心工程量如下：

  • 裂缝封闭 100 米，裂缝灌注 100 米；

  • 碳纤维布加固总面积超 1070 平方米（其中板碳纤维布加固 506.38 平方米，梁碳纤维布加固 571.91 平方米）；

  • 粘钢加固总面积超 830 平方米（其中 4mm 梁、柱粘钢 623.41 平方米，5mm 梁、柱粘钢 192.97 平方米，6mm 梁、柱粘钢 20.45 平方米）；

  • 连接角钢 23.76 平方米，锚固角筋 168 根，等代螺杆 787 根；

  • 植筋工程覆盖Φ6 至 Φ25 全规格系列，满足不同构件锚固需求。

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三、原结构缺陷与加固方案设计

（一）原结构检测评估结论

本项目加固设计以中亿国际设计集团有限公司出具的《结构安全与抗震鉴定报告》（编号：JD20250037~JD20250040、JD20250056）及现场《既有建筑结构检测报告（JC-2025-08）》为核心依据，明确原结构存在三类核心缺陷：

  1. 1# 楼框架结构 1-4 层框架柱轴压比超出规范限值（最大值 0.92，规范要求≤0.85），2-4 层跨度 6 米楼面梁抗弯承载力仅达到设计值的 82%；

  2. 3# 楼砌体结构 1-3 层 3.2 米高墙体抗震承载力不满足 7 度设防要求，2-3 层屋面梁配筋量低于计算值 15%；

  3. 全楼部分构件存在宽度≤0.5mm 的微裂缝，且 1# 楼基础承载力因酒店新增荷载（客房 2.0kN/㎡、宴会厅 3.0kN/㎡）需提升 20%。

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（二）加固方法与技术参数

结合结构缺陷类型、酒店功能需求及成本控制目标，严格遵循《混凝土结构加固设计规范》（GB50367-2013）、《建筑结构加固工程施工质量验收规范》（GB50550-2010）及专项设计说明，针对不同构件采用差异化加固方案，全部采用高强 300 克一级碳纤维布、国产 A 级结构胶等优质材料：

  1. 增大截面法：用于 1# 楼框架柱及基础加固，框架柱外包 300mm 厚 C35 微膨胀混凝土（掺抗裂纤维 0.9kg/m³），新增 HRB400E 钢筋（柱纵向 Φ25@100，箍筋 Φ10@100 加密区，加密区长度≥0.8h_c）；基础采用外包 C35 混凝土植筋方式加固。

  2. 粘钢加固：用于 1# 楼楼面梁及梁柱包钢加固，采用 Q355B 级钢板（厚度 4-6mm，宽度 200-300mm），表面喷砂除锈达 Sa2.5 级，配套使用 A 级粘钢胶（抗压强度≥60MPa，粘结强度≥3.0MPa）。

  3. 钢筋网混凝土面层加固：用于 3# 楼墙体加固，采用 MU15 页岩砖 + C30 细石混凝土（掺聚丙烯纤维 0.9kg/m³），配置 Φ12@300 双向钢筋网，S 形穿墙锚筋（Φ8，间距 600mm 梅花布置，锚固深度≥150mm）。

  4. 碳纤维布加固：用于 1# 楼梁体配筋不足部位，采用 300g/㎡Ⅰ 级碳纤维布（抗拉强度≥3400MPa，弹性模量≥2.4×10⁵MPa），配套渗透型底胶（固化时间≥4h）及面胶（总厚度≥1mm）。

  5. 裂缝处治：根据裂缝宽度分级处理，宽度＜0.2mm 的裂缝采用环氧封闭胶（厚度 0.5mm）表面封闭；宽度≥0.2mm 的裂缝采用 “壁可法” 低压灌注改性环氧树脂灌缝胶（压力 0.2MPa，灌浆顺序由下而上）。

  6. 环氧砂浆修补：用于构件破损、蜂窝麻面、钢筋外露等缺陷修复，先清除松散混凝土至坚硬密实基面，再用具备低膨胀、高粘结性能的环氧砂浆修补平整。

（三）关键施工工艺与流程

  1. 增大截面法：施工流程为原结构清理（拆除旧装饰及管线）→基面凿毛→植筋（钻孔→清孔→注胶→插筋）→钢筋绑扎→模板安装→C35 混凝土浇筑→养护。原构件表面凿毛要求新鲜骨料露出率≥70%，凹凸深度≥8mm，转角处打磨成 R≥20mm 圆弧；植筋深度根据基材强度确定，C30 混凝土中 Φ25 钢筋锚固深度≥375mm；混凝土养护采用覆盖土工布 + 塑料薄膜方式，冬季加设电热毯，保证养护温度≥5℃，养护周期≥7 天。

  2. 粘钢及包钢加固：施工流程为基面打磨→钢板加工→涂胶（钢板与混凝土面双面涂胶）→钢板粘贴→加压固定→养护→封边防护。钢板切割误差≤2mm，混凝土基面打磨平整度偏差≤2mm/m；粘钢胶涂抹厚度控制在 5-8mm，钢板两端 600mm 范围内加厚至 5-10mm；常温下养护 24 小时可拆除固定装置，3 天可受力使用，冬季低温时固化时间延长至 72 小时。

  3. 碳纤维布加固：施工流程为基面处理（打磨 + 裂缝修复）→涂底胶→找平修补→贴碳纤维布（专用刮板压实排气）→涂面胶→养护。碳纤维布沿梁受力方向铺贴，搭接长度≥200mm（多层铺贴时≥300mm），转角处打磨成 R≥25mm 圆弧；梁腹中间采用钢板压条加强，梁板转角处用角钢及穿板高强螺栓连接；加固完成后表面抹 15mm 厚 M20 水泥砂浆防护。

  4. 裂缝 “壁可法” 注浆：通过专用灌注器以 3kg/cm² 恒压自动注入灌缝胶，持续压力保持 30 分钟以上，可渗透至宽仅 0.02mm 的裂缝末端。施工流程包括裂缝清理→粘贴注浆嘴及封闭裂缝→密封性气检→配制注浆液→分级压浆→二次补浆→表面清理，修复效果通过钻芯取样或超声检测验证。

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四、施工组织与资源配置

（一）施工进度与工序安排

遵循 “先地下后地上、先结构后装饰、先加固后新增” 的施工原则，结合北屯地区冬季施工特点（2025 年 11 月 1 日至 2026 年 3 月 31 日为冬歇期），整体施工周期划分为四个阶段：

  1. 2025 年前期施工阶段（2025.9.1-11.1）

    1. 施工准备阶段（2025.9.1-9.10）：完成原结构清理、测量放线、材料进场验收及见证取样，9 月 10 日前完成所有主要材料的第三方检测；

    2. 基础加固阶段（2025.9.10-10.10）：完成 1# 楼框架柱基础增大截面加固，10 月 10 日前通过基础专项验收；

    3. 主体加固第一阶段（2025.10.10-11.1）：完成 1# 楼柱增大截面、部分梁粘钢及 3# 楼墙体钢筋网施工。

  2. 冬歇休整阶段（2025.11.1-2026.3.27）：完成设备封存、已完工程保护、人员技术培训及剩余工程量精准梳理，为复工做好全面准备。

  3. 2026 年复工施工阶段（2026.3.28-5.15）：项目部全员进驻现场，全面推进剩余加固作业，重点完成 1# 楼剩余梁粘钢、板面碳纤维布加固及全楼裂缝专项处理。

  4. 验收收尾阶段（2026.5.16-5.29）：完成全楼成品保护、第三方现场检测及加固分项工程验收，于 5 月 29 日正式竣工交付。

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（二）专项技术保障措施

  1. 复工专项保障：复工前完成材料复检、施工组织优化、全员三级安全教育及安全技术交底；复工后重点推进三大工作：一是完成已完工程保护与剩余工程量梳理，优化工期衔接方案，抢抓适宜施工的天气窗口期；二是严格落实材料进场复检、工序自检、第三方检测流程，坚守一次验收合格的质量目标；三是强化现场安全文明施工，落实人员保险、隐患排查、环保管控等要求，做到工完料净场地清。

  2. 基面处理专项：混凝土构件采用 100 型角磨机打磨去除浮浆及涂料层，植筋孔用 0.5MPa 压缩空气配合丙酮清孔不少于 3 次，用白纸检查无明显粉尘；砌体构件人工剔凿旧抹灰层深度≥10mm，用 2.5MPa 高压水枪冲洗，碱蚀部位用 1:3 水泥砂浆修补至平整。

  3. 冬季施工专项：室内采用集中供暖保证施工环境温度；商品混凝土浇筑入模温度≥10℃，低于 5℃时停止浇筑作业；粘钢胶、植筋胶存储于 10℃以上仓库，施工前预热至 15℃，固化时间相应延长。

（三）资源配置计划

  1. 劳动力配置：实行动态调整机制，基础加固阶段配备加固工 15 人、混凝土工 10 人，要求加固工持有结构加固专项作业证，混凝土工具备冬季施工经验；主体加固阶段配备粘钢工 8 人、碳纤维工 6 人、钢筋工 12 人，粘钢工需经厂家专项培训，碳纤维工熟练掌握铺贴排气技术；质量安全管理团队配备质检员 2 人、安全员 2 人，分别持有全国质量员证及兵团建安 C 证。复工阶段施工团队全员到岗，确保施工效率。

  2. 机械设备配置：投入植筋机 3 台（型号 ZJ-100，用于 Φ12-Φ25 钢筋植筋钻孔）、电焊机 5 台（型号 BX1-400，用于钢板焊接及钢筋连接）、碳纤维铺贴专用工具 6 套、混凝土回弹仪 1 台（型号 HT225）。所有设备定期维护保养，植筋机每周清理钻头，电机接地电阻≤4Ω；电焊机每日检查焊把线完整性，作业区配备灭火器材。

  3. 材料供应与存储：碳纤维布等关键材料提前采购，存储于 5℃以上、湿度≤60% 的干燥仓库；粘钢胶、植筋胶进场后立即见证取样送检；本地 C35 商品混凝土从北屯本地搅拌站采购，运输时间控制在 30 分钟以内；MU15 页岩砖堆放在防雨棚内，垫高 300mm 防止受潮。

五、质量管控体系

（一）四级质量管控架构

建立 “项目经理→技术负责人→质检员→班组兼职质检员” 四级质量管控体系，明确各级职责：项目经理负责审批质量计划及组织关键工序验收；技术负责人负责编制专项施工方案及进行书面技术交底，留存签字记录；质检员每日巡查基面凿毛、植筋深度等关键工序，填写质量检查记录，对粘钢加压、碳纤维布铺贴、植筋注胶等关键工序实行全程旁站监督；班组兼职质检员执行自检、互检制度，上道工序不合格严禁进入下道工序。

（二）关键环节验收标准

严格依据《建筑结构加固工程施工质量验收规范》（GB50550-2010）制定验收标准，坚守一次验收合格的质量目标：

  • 基面处理：混凝土新鲜骨料露出率≥70%，凹凸深度≥8mm，无浮浆及油污；

  • 植筋：拉拔试验抗拔力需达到设计值，合格率 100% 且无滑移、断裂现象；

  • 增大截面：混凝土试块抗压强度≥39.75MPa，表面平整度≤5mm/2m；

  • 粘钢加固：空鼓面积≤5%，单块空鼓面积≤0.1㎡，粘结强度≥3.0MPa；

  • 碳纤维布加固：空鼓率≤3%，搭接长度≥200mm；

  • 钢筋网砂浆面层：厚度偏差≤2mm，钢筋保护层≥20mm。

（三）全过程质量管控流程

  1. 事前控制：严格执行材料进场验收制度，所有材料需提供合格证、出厂检测报告及厂家资质文件，关键材料如碳纤维布每 1000㎡抽样 1 组送检，不合格材料立即退场并建立台账。

  2. 事中控制：植筋、钢筋绑扎等隐蔽工程完成后，经监理工程师现场检查签字确认后方可隐蔽；混凝土浇筑过程中每 2 小时抽查一次坍落度（控制在 180±20mm）；碳纤维布铺贴完成后 24 小时内完成空鼓检查。

  3. 事后控制：每完成一个构件加固，组织建设、监理、设计单位进行分项验收；对验收不合格部位下达整改通知书，采用钻孔注射法等方式修复，复查合格后方可继续施工。

六、安全管理与应急预案

（一）风险识别与分级

结合加固施工特点，识别出五大核心安全风险并分级：高空坠落（重大风险，操作平台隐患及未系安全带）、结构坍塌（重大风险，原梁拆除支撑不足）、触电（较大风险，临时用电线路破损）、火灾（较大风险，动火作业引燃胶粘剂）、中毒（一般风险，胶黏剂挥发有害气体）。

（二）应急组织与专项措施

成立 10 人应急救援小组，由项目经理任组长，明确组长、副组长、安全员、施工员及资料员的应急职责。制定专项应急措施：高空坠落事故立即停止作业，转移伤者并进行必要急救，保护现场并排查隐患；触电事故先切断电源，再进行人员救治，事后全面检查临时用电系统；结构坍塌事故立即疏散人员至 50 米外安全区域，拨打消防救援电话，采用机械配合人工方式救援；火灾事故优先使用干粉灭火器灭火，疏散易燃材料，火势较大时启用临时消火栓。

（三）现场安全与环保管控

严格落实人员全员保险、每日隐患排查、施工区域封闭管理等要求；加强环保管控，施工垃圾日产日清，做到工完料净场地清；动火作业实行审批制度，作业区配备足够灭火器材；胶黏剂施工时保持通风良好，为作业人员配备防毒口罩。

（四）应急物资与演练

储备急救箱、干粉灭火器、绝缘手套鞋、对讲机等应急物资，分别存放于项目部、施工现场及材料仓库。项目施工期间组织 1 次高空坠落和火灾专项应急演练，演练后 24 小时内整理报告，分析不足并优化预案。

七、施工试验与检验计划

（一）原材料检测

所有进场原材料按规范要求见证取样送检：4mm、5mm、6mm 钢板及角钢依据 GB50205-2001 检测力学性能及重量偏差，各取 1 组试件；钢筋依据 GB/T 1499.2-2018 检测，共取 9 组试件；钢筋焊接依据 JGJ/T27-2014 检测，共取 8 组试件；灌浆料依据 JC/T986-2005 检测凝结时间、流动度等指标，取 1 组试件；碳纤维布依据 GB50367-2013 检测，取 2 组试件；碳纤维胶、粘钢胶、植筋胶各取 1 组试件检测力学性能及不挥发物含量。结构胶粘剂每批号见证取样 3 件，每件称取 500g 混匀后送检；碳纤维材料每批号见证取样 3 件，按检验项目裁取试样。

（二）现场实体检测

植筋拉拔试验共检测 5 组，检验拉拔力指标；碳纤维布拉拔试验按每楼层 1 组，共检测 8 组，检验正拉强度；混凝土抗压强度按每楼层为一验收批，标养和同养各取一组，共检测 8 组。所有检测结果均满足设计及规范要求，一次验收合格率 100%。

八、人员资质配置

重庆特辰建筑加固工程有限公司具备特种工程（结构补强）专业承包不分等级资质及有效的安全生产许可证。项目管理团队配置齐全：项目经理持有建筑工程专业二级建造师注册证书、工程师职称及项目负责人安全生产考核合格证书（B 证）；技术负责人具备丰富的结构加固技术管理经验；施工员、质量员、材料员均持有相应岗位培训考核合格证书。特种作业人员全部持证上岗，包括焊工 2 人、电工 1 人、高处作业人员 2 人、架子工 2 人，确保特种作业安全合规。

九、后期维护与质保承诺

依据《建设工程质量管理条例》及合同约定，框架柱、基础增大截面、粘钢、碳纤维加固及植筋节点质保期为设计文件规定的工程合理使用年限，钢筋网砂浆面层质保期 5 年。

制定分周期维护计划：日常维护由业主单位定期检查加固部位外观，记录裂缝、空鼓、锈蚀等异常情况；每年由业主委托专业单位对关键构件进行第三方检测。建立 24 小时应急报修机制，北屯市区内接到报修后 2 小时内派工程师到场，对紧急情况立即采取临时补强措施，7 天内制定永久修复方案，所有维护工作建立完整档案留存。

十、合同核心约定

工程质量需满足国家及行业相关标准规范，严格按照设计施工图施工，确保一次检测验收合格。工程款按进度支付，合同签订后支付预付款，每月支付经审计产值的进度款，工程验收合格并办理结算后支付至结算总价的 97%，剩余 3% 作为质保金，缺陷责任期满后无息返还。

乙方不得转包或分包工程，需为所有施工人员购买工伤保险，承担施工过程中的安全责任。因北疆冬季严寒等不可抗力因素导致的工期顺延，双方已协商一致确认。若发生争议，双方协商解决，协商不成向工程所在地人民法院提起诉讼。

十一、项目总结

本项目作为第十师北屯市重点城市更新工程，重庆特辰始终秉持 “专业筑固、品质至上” 的核心理念，克服北疆气候恶劣、施工周期紧张、工艺要求严苛等挑战，通过科学的施工组织、严格的质量管控和完善的安全保障，圆满完成全部加固任务。项目的顺利交付，不仅有效提升了原建筑的结构安全性和抗震性能，满足了酒店运营的功能需求，更助力第十师北屯市城市更新与功能升级，为北疆地区建筑加固领域树立了标杆示范。

需要我把这份案例总结调整为PPT 汇报版的核心要点框架，提炼关键数据和亮点吗？

重庆特辰建筑加固工程有限公司作为专业分包单位全权实施结构加固施工任务，承包方式为包工包料全承包管理。"}}},"align":"","folded":false}},"YDMTf44bmdxCIVc23guiHIX0ldj":{"id":"YDMTf44bmdxCIVc23guiHIX0ldj","snapshot":{"hidden":false,"align":"","locked":false,"parent_id":"QHHZdjekQoCqDwxpgOEcg8vUnah","comments":[],"revisions":[],"author":"7587425092137700554","children":[],"text":{"apool":{"nextNum":2,"numToAttrib":{"0":["author","7587425092137700554"],"1":["bold","true"]}},"initialAttributedTexts":{"attribs":{"0":"*0+46*0*1+y*0+z"},"text":{"0":"项目于 2025 年 10 月正式开工，合同暂定总工期为进场之日起 50 个日历天（原暂定竣工日期 2025 年 12 月 20 日）。后因北疆冬季严寒气候影响，于 2025 年 11 月进入冬歇期暂停施工；2026 年 3 月底气温回暖、施工条件全面恢复后正式吹响复工号角，经项目部抢抓施工窗口期，于 2026 年 5 月 29 日顺利完成全部加固作业并通过专项验收，实际施工周期（不含冬歇期）62 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