这是本人根据现在所在工程情况编写的试验检测项目实施细则！|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
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一、|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
总则 |`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
1、|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
为了贯彻落实《建设工程质量管理条例》，保质保量完成xxxxxxx工程的试验检测工作，根据国家、交通部、重庆市相关检测试验标准、规程、规范及设计的技术要求，使xxxxxxx工程施工质量检测工作标准化、规范化，特制定本细则。|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
2、|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
细则适用于重庆市朝天门长江工程工程第Ⅰ标段工程施工常规质量检测，栈桥码头等临时工程亦可参照使用。|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
3、|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
我们的方针是科学、公正、严谨的检测，热忱、优质、高效的服务。希各相关方和现场试验人员按此细则执行。|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
二、施工常规质量检测项目|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
（一） 桩基基岩单轴抗压试验|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
（二） 混凝土配合比设计试验|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
（三） 钢筋原材料力学性能检测|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
（四） 钢筋焊接力学性能检测|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
（五） 钢筋机械连接力学性能检测|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
（六） 水泥质量检测|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
（七） 细集料（砂）质量检测|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
（八） 粗集料（石子）质量检测|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
（九） 粉煤灰质量检测|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
（十） 矿渣微粉质量检测|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
(十一) |`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
外加剂质量检测|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
(十二) |`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
混凝土抗压强度检测|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
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(十三) |`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
钢绞线.力学性能检测|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
(十四）锚夹具力学性能检测|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
（十五）波纹管质量检测|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
三、检测项目实施细则|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
（一）桩基基础岩石抗压强度试验|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
1、取样实施细则|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
⑴ 使用规范： |`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
《公路工程桥涵地基与基础设计》（JTJ024-85）|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
《重庆市建筑地基基础设计规范》（DB50/5001-1997）|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
⑵ 取样方法：|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
开挖至砂岩后，向监理方提出取样申请，由监理方（见证人）到现场见证认同后，采取岩样一组，继续向下开挖至设计标高后，再次取样。|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
⑶ 采样规格数量：|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
每单位工程同岩性基岩取样不少于6组，每组岩样采取约30cm的正方体毛样岩块一件。|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
⑷ 送样要求：|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
岩样采取后用塑料袋或塑料纸包裹住，并即时（当日内）送至指定检测试验室。|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
⑸ 岩样送样单填写要求：|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
岩样送样单应清楚填写：工程名称、委托单位、取样时间，取样部位（标段、桩号、高程）、试样状况（含水）、对试验要求的含水状态（天然或饱和）、送样人和见证人签字。|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
2、检测实施细则|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
（1）检测项目：单轴抗压强度。|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
（2）抽样频率：每根桩2组，开挖进入岩层后采取岩样一组，继续向下开挖至设计标高后，再次取样。|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
（3）试验方法：（略）|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
3、试验周期1～3天。|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
（二）混凝土配合比设计|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
1、取样实施细则|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
⑴ 使用标准：|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
《混凝土配合比设计规程》（JGJ55－2000）|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
《机制砂混凝土应用技术规程》（DB50/5030-2004）|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
⑵ 取样方法：|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
各工序混凝土施工前两个月，工程部和总工办提出技术要求，试验室到料场取样，并送到指定的实验室进行配合比设计。配合比设计完成后及时上报监理进行验证。|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
⑶ 取样数量：|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
每组配合比取水泥1袋（50kg）、砂样80kg、石样150kg，粉煤灰15 kg。|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
⑷ 送样要求：|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
水泥样应袋装密封防止浸水、受潮，砂、石样应牢固袋装密封，防止漏损及其他杂物掺入，并即时送至指定试验室。|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
⑸ 配合比送样单填写要求：|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
清楚填写下列内容：工程名称、委托单位、配合比混凝土使用部位，强度等级，坍落度要求，使用气温，拌和与振捣方式，原材料（水泥、砂、石）生产厂、品种、规格及数量，掺和料及外加剂生产厂、品种及掺量。|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
2、检测实施细则|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
（1）抽样频率：每个标号1次。|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
（2）试验方法：（略）|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
3、试验周期：4～30天|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
（三）钢筋原材料力学性能检测|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
1、取样实施细则：|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
⑴ 使用标准：|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
《钢筋混凝土用热扎带肋钢筋》（GB/T1499－1998）|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
《钢筋混凝土用热扎光圆钢筋》（GB13013－91）|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
《低碳钢热扎圆盘条》（GB/T701－1997）|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
《金属材料室温拉伸试验方法》（GB/T228-2002）|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
《金属材料弯曲试验方法》（GB/T232-1999）|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
⑵ 取样方法：|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
钢筋进场后，质检部通知试验室取样，试验室提出钢筋检测申请，由监理方（见证人）到现场见证认同后，方可采取钢筋样。|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
⑶ 取样数量：|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
① 钢筋原材：按同一牌号，同一炉（罐）号、同一尺寸规格的热扎带肋钢筋、热扎光圆钢筋或圆盘条，不大于60t取一组钢筋样。1组钢筋样4根（2根拉伸试验，2冷弯试验）拉伸试样取样长度L≈10d+200mm（d为钢筋直径）；冷弯试样取样长度L≈5d+150mm（d为钢筋直径）。|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
⑷ 送样要求：|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
各组钢筋样绑成捆加以区分，挂上标牌标清规格型号、炉号、生产厂家。取样后即时送至指定的试验室。|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
⑸ 钢筋送样单填写要求：|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
清楚填写下列内容：工程名称、委托单位、取样时间、代表数量、品种规格、生产厂家、钢牌号、样品数量，焊接钢筋要注明焊接方式，检测指标（屈服强度、极限强度、伸长率、冷弯、反复弯曲），送样人和见证人签字。|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
2、试验实施细则|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
（1）检测项目：屈服强度、极限强度、伸长率、冷弯性能|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
（2）抽样频率：按同一牌号，同一炉（罐）号、同一尺寸规格的热扎带肋钢筋、热扎光圆钢筋或圆盘条，不大于60t取一组钢筋样。|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
（3）试验方法：（略）|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
3、试验周期：1～2天|`x&iÎ !bbs.3c3t.comqBI¬lÿÆ
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