搜索
报告编号：检测报告工程名称:委托单位:检测项目:签发日期:XXXXXXXXXXX（桥梁工程）交工质量检测XXXX年XX月XX日xx公司注意事项1、本报告每页都应盖有“检测报告专用章”或“骑缝章”，否则视为无效。2、复制报告未重新加盖“检测报告专用章”或“骑缝章”无效。3、报告无检测、审核、批准人签字无效。4、报告涂改无效，部分提供和部分复制检测报告无效。5、委托方及相关各参建单位提供的关于该工程的勘察、设计、施工、检测等相关资料的真实、合法、有效性，均由委托方和各资料出具单位负责，若因资料失实造成检测结果有误，我单位不承担与此有关的任何责任。XXXXXXX桥梁交工质量检测报告（报告编号：）检测参加：报告编写：报告审核：报告批准：目录一、工程概况·················································································1二、检测事由·················································································1三、检测目的·················································································2四、检测依据·················································································2五、检测设备·················································································2六、检测内容·················································································3七、交工质量检测···········································································37.1构件编号············································································37.2外观检查············································································37.2.1检查内容·······································································37.2.2检查结果·······································································47.3工程实体检测······································································67.3.1工程实体检测内容···························································67.3.2工程实体检测结果···························································67.4内业资料审查······································································67.4.1内业资料检查内容···························································67.4.2内业资料检查结果···························································7八、检测结论·················································································78.1交工质量检测······································································78.1.1外观检查结果·································································78.1.2工程实体检测结果···························································88.1.3内业资料检查结果···························································8九、建议·······················································································8十、报告附图·················································································9附1：检测照片·········································································9十一、报告附表·············································································1011.1混凝土抗压强度(回弹法)检测记录表·······································1011.2主要结构尺寸检测记录表·····················································1111.3钢筋保护层厚度检测记录表··················································1211.4墩台垂直度测量记录表························································1311.5桥面铺装平整度(3M直尺)检测记录表·····································1411.6桥面横坡测量记录表···························································1511.7手动铺砂法测定路面构造深度试验记录表································16XXXX桥交工质量检测报告报告编号：XXXXXXXXXXX交工质量检测报告一、工程概况(桥梁概况)XXX桥桥型布置及桥梁现场示意如下：0#台1#台图1-1XXX桥桥型布置图（单位：cm）图1-2XXX桥立面图图1-3XXX桥正面图二、检测事由受XXXX委托，公司对XXX桥进行交工质量检测（委托单号：XXX）。检测小组成员于xx年xx月xx日完成现场准备及检测工作。本次检测项目的参建各方单位如表2-1所示。表2-1参建各方单位汇总表建设单位委托单位检测单位设计单位监理单位施工单位公司页，共16页XXXX桥交工质量检测报告报告编号：三、检测目的（1）通过新建桥梁的交工质量检测，采集真实、准确的检测数据，出具检测报告，依据有关规范和规定对该工程质量进行评价，为以后的竣（交）工验收提供依据。（2）综合评价桥梁的工程质量，为桥梁后期养护维修工作及运营期间积累原始科学资料。四、检测依据[1]《公路工程竣(交)工验收办法》(交通部[2004]年第3号令)；[2]《公路工程竣（交）工验收办法实施细则》(交公路发[2010]65号)；[3]《公路桥涵设计通用规范》（JTGD60-2015）；[4]《公路钢筋混凝土及预应力混凝土桥涵设计规范》(JTGD62-2004)；[5]《公路工程质量检验评定标准（第一册土建工程）》（JTGF80/1-2017）；[6]《回弹法检测混凝土抗压强度技术规程》（JGJ/T23-2011）；[7]《公路路基路面现场测试规程》（JTGE60-2008）；[8]《公路水运建设工程质量安全督查办法》（交安监发〔2016〕86号）；[9]《XXX桥施工图设计》（XXXXX）。五、检测设备本次试验所采用的主要测试仪器列于表5-1。表5-1主要仪器设备仪器型号唯一性编号ZC3-A0~8mmZBL-R630/SDL30JZC-G2/SHDH-IIZBL-F101JZC-D项目仪器名称数显回弹仪碳化深度仪混凝土钢筋检测仪钢卷尺数量1台1台1个1把1台1把1把1套1台1把测试内容回弹强度碳化深度保护层厚度尺寸测量桥面横坡平整度平整度路面构造深度裂缝宽度垂直度交工验收数字水准仪建筑工程质量检测器塞尺路面构造深度仪裂缝宽度观测仪建筑工程检测器公司页，共16页XXXX桥交工质量检测报告报告编号：六、检测内容依据相关规程及试验桥梁结构特点，本次检测项目内容汇总于表6-1。表6-1试验内容汇总试验检测内容以目测观察结合仪器观测进行，近距离检查桥梁各部件的缺损情况。下部工程：墩台混凝土强度；主要结构尺寸；钢筋保护层厚度；墩台垂直度。上部工程：主要承重构件混凝土强度；主要结构尺寸；钢筋保护层厚度。桥面系：桥面铺装平整度；桥面横坡；桥面抗滑。检查桥梁结构相关设计、施工、检测等过程控制资料。项目外观检查备注全桥检查交工质量检测实体检测1.混凝土强度强度：回弹仪；2.尺寸：钢卷尺；3.钢筋保护层厚度：混凝土钢筋检测仪；4.桥面横坡：电子水准仪；5.铺装平整度：3m直尺。内业资料检查全桥检查七、交工质量检测7.1构件编号（1）桥梁走向：按设计图纸里程增大方向确定桥梁走向。（2）桥跨编号：单跨为1#跨。（3）墩台编号：沿路线前进方向0#桥台、1#桥台。（4）支座编号：采用“墩台号—桥跨数—横向自左往右侧顺序号”的编写方式，例如“1-1-3#支座”表示1#墩上方1#跨自左往右第3个支座。7.2外观检查7.2.1检查内容根据《公路工程竣（交）工验收办法实施细则》(交公路发[2010]65号)及其附件、《公路工程质量检验评定标准》（JTGF80-1-2017）对XXX桥进行外观质量检查，检测项目及频率表如表7.2.1-1所示。表7.2.1-1外观检查项目单位工程分部工程类别检查内容备注公司页，共16页XXXX桥交工质量检测报告报告编号：1.混凝土表面平滑，模板接缝处平顺，无漏浆现象，不符合要求时扣1-3分。2.混凝土表面蜂窝麻面面积不得超过该部位面积的0.5%，不符合要求时，每超过0.5%扣3分。基本3.混凝土表面出现非受力裂缝，减1-3分；结构出现受力裂缝宽要求度超过设计规定或设计未规定时，超过0.15mm，每条扣2-3分，项目法人应对其是否影响结构承载力组织分析论证。4.混凝土结构有空洞或钢筋外露，每处扣2-5分，并应进行处理。5.施工临时预埋件、设施及建筑垃圾、杂物等未清除处理时扣1-2分。1.支座位置应准确，不得有偏歪、不均匀受力、脱空及非正常下部结变形现象，不符合要求时每个扣1分。构要求2.锥、护坡按路基工程的支挡工程标准检查扣分，若沉陷，每处扣1-3分，并进行处理。1.预制构件安装应平整，不符合要求时每处扣1分。上部结2.悬臂浇筑的各梁段之间应接缝平顺，色泽一致，无明显错台，构要求不符合要求时每处扣2-5分。3.梁板及接缝渗、漏水，每处扣1分。1.桥梁的内外轮廓线应顺滑清晰，不符合要求时，扣1-3分。2.栏杆、护栏应牢固、直顺、美观，不符合要求时，扣1-2分。3.桥面铺装沥青混凝土