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[细则] 基坑工程监理细则 [复制链接]

1#

基坑工程监理细则ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
1、在基坑(槽)或管沟工程等开挖施工中,现场受地形限制不宜放坡开挖并可能对邻近建(构)筑物、地下管线、永久性道路产生危害时,应考虑对基坑(管沟)进支护后再开挖。ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
2、审查施工组织设计方案,根据支护形式、挖深、地质条件、施工方法、周围环境、工期、气候和地面。荷载等资料制定施工方案,环境保护措施、监测方案。ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
3、土方工程施工前,审核降水、排水措施的设计方案,并对降水系统进行检查和试运转,当一切正常方可开始施工。ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
土方ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
4、土方开挖的顺序、方法应与设计工况相一致,并遵循“开槽支撑、先撑后挖、分层开挖、严禁超挖”的原则执行。ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
5、挖土时应分层进行,施工过程中基坑边堆置土方不能超过设计荷载,挖方时不应碰撞或损伤支护结构、降水设施。ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
6、施工时,定时对支护结构、周围环境进行观察和监测,若出现异常情况应及时处理,待恢复正常后方可继续施工。ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
7、开挖至设计标高后,应对基坑底进行保护,经验槽合格后方可进行垫土施工,对特大型基坑宜分区、分块挖至设计标高,分区、分块及时浇筑垫层。ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
8、基坑土方工程验收必须以确保支护结构安全和周围环境安全为前提,当设计有指标时,以设计要求为依据,若无设计指标则按下表规定执行:ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

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ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

项目ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

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允许偏差或允许值ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

检验方法ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

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柱基基坑基槽ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

挖方场地平整ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

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管沟ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

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地(路)面基层ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

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人工ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

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机械ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

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主控项目ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

1ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

标高ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

-50ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

±30ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

±50ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

-50ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

-50ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

水准仪ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

2ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

长度、宽度(由设计中心线向两边量)ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

+200ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

-50ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

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+300ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

-100ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

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+500ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

-150ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

+100ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

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-ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

经纬仪,用钢尺量ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

3ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

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边坡ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

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设计要求ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

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观察或用坡度尺检查ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

一般项目ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

1ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

表面平整度ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

20ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

20ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

50ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

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20ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

20ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

用2m靠尺和楔形塞尺检查ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

2ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

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基底土性ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

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设计要求ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

观察或土样分析ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

注:地(路)面基层的偏差只适用于直接在挖填方上做地(路)面的基层。ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
二、土方回填ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
1、土方回填前检查和清除基底的垃圾,树根等杂物抽除干净坑穴积水、淤泥、验收基坑底标高。ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
2、填方土料应按设计要求验收后方可填入。ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
3、填方土施工过程中,应检查排水措施、每层土填筑厚度、含水量控制、压实程度。填筑厚度及压实遍数应根据土质、压实系数及所用机具确定,若无实验依据可按下表规定执行:ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
基坑变形的监控值(mm):ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
基坑类别ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
围护结构墙顶位移监控值ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
围护结构墙体最大位移监控值ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
地面最大沉降监控值ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
一级基坑ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
3ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
5ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
3ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
二级基坑ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
6ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
8ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
6ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
三级基坑ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
8ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
10ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
10ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
注:1、符合下列情况之一。为一级基坑:ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
1)ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
重要工程或支护结构做主体的一部分;ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
2)ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
开挖深度大于10m;ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
3)ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
与临近建筑物,重要设施的距离在开挖深度以内的基坑;ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
4)ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
基坑范围内有历史文物、近代优秀建筑、重要管线等需严加保护的基坑;ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
2、三级基坑为开挖深度小于7m,且周围环境无特别要求时的基坑。ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
3、除一级和三级外的基坑属二级基坑。ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
4、当周围已有的设施有特殊要求时,尚应符合这些要求。ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^

ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
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2#

回复:基坑工程监理细则

多谢谢了喽ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
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3#

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ding!!!ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
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4#

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谢谢阿~~~!ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
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5#

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我也顶ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
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ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
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谢谢了ˆS¢ëBꧺbbs.3c3t.comL€™Ö‘”ýpá^
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