超大型沉井基础的施工风险评估

施洲; 刘东东; 纪锋; 冯传宝

doi:10.3969/j.issn.0258-2724.20191056

超大型沉井基础的施工风险评估

doi: 10.3969/j.issn.0258-2724.20191056

1.
西南交通大学土木工程学院，四川成都 610031
2.
中国铁路上海局集团有限公司，江苏南京 200142

基金项目: 中国铁路总公司科技研究开发计划重大课题（2017G006-A）

详细信息

作者简介:
施洲（1979—），男，副教授，博士，研究方向为桥梁结构试验，桥梁健康监测，E-mail：zshi1979@swjtu.edu.cn

中图分类号: U445.1；U443.13.1
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- 被引次数: 7
出版历程
- 收稿日期: 2019-10-31
- 修回日期: 2020-05-28
- 网络出版日期: 2020-07-06
- 刊出日期: 2020-07-06

Construction Risk Assessment of Super-Large Open Caisson Foundation

1.
School of Civil Engineering，Southwest Jiaotong University，Chengdu 610031，China
2.
Chinese Shanghai Railway Bureau Group Co.，Ltd.， Nanjing 200142，China

摘要

摘要:
超大型沉井基础受尺寸巨大、地质条件复杂等因素影响，在施工阶段具有较高的安全及质量风险. 为准确有效地实现大型锚碇沉井基础施工过程的风险评估，采用工作分解结构-风险分解结构（WBS-RBS），并结合专家调查法进行施工全过程风险识别；基于分解结构估测风险事件概率及损失等级从而确定初始风险分解矩阵，通过模糊层次分析（FAHP）法分析各类风险权重对其加权修正，并以修正风险矩阵值评估风险等级；采用该风险评估方法开展连镇铁路五峰山长江大桥北锚碇沉井基础施工风险评估. 研究结果表明：基于WBS-RBS法及专家调查法识别出“井壁开裂”等158项风险源；逐项计算初始风险值、综合风险值权重，并按等级划分标准评估出修正风险值大于1.696的“沉井突沉”“几何偏斜”等重大风险源共16项；针对重大风险源提出施工专项方案、实时施工监控及风险预案等措施控制. 为该沉井基础工程施工风险控制提供了依据，并为类似工程风险评估与控制提供借鉴.
- 沉井基础 /
- 风险识别 /
- 风险评估 /
- 专家调查法 /
- 分解结构
Abstract:
Affected by factors such as huge size and complex geological conditions, the super-large anchorage caisson foundation has high quality and safety risks in the construction stage. In order to assess these risks accurately, the work breakdown structure-risk breakdown structure (WBS-RBS) method, combined with expert investigation, was used to identify risks in the whole construction process. Based on the breakdown structure, an initial risk breakdown matrix was determined by estimating probabilities and corresponding loss levels of risk events. By analyzing weights of all kinds of risks through fuzzy analytical hierarchy process (FAHP), the result of the risk breakdown matrix was revised. Finally, the risk levels were divided according to the revised risk matrix values. As a case study, the proposed method was applied to construction risk assessment of the north anchorage caisson foundation of Wufengshan Yangtze River Bridge in Lianyungang−Zhenjiang high-speed railway. The results reveal that 158 risk sources were identified by the WBS-RBS and expert investigation method. Based on calculation of initial risk values and comprehensive weights, 16 major risk sources with the revised risk value larger than 1.696, such as caisson sudden sinking and attitude deviation were obtained according to the risk classification criterion. Besides, countermeasures such as special construction scheme, real-time construction monitoring, and reserved risk plan were provided. The research work provides a basis for the construction risk control of the open caisson foundation project and also provides a reference for the risk assessment and control of similar projects.
- open caisson /
- risk identification /
- risk assessment /
- expert investigation /
- breakdown structure

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图 1 WBS-RBS风险分解矩阵

Figure 1. Event risk breakdown matrix of WBS-RBS

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图 2 风险等级评估流程

Figure 2. Operation flowchart of risk assessment

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图 3 沉井结构示意（单位： cm）

Figure 3. Layout of the caisson structure (unit： cm)

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图 4 沉井基础施工阶段工作分解结构

Figure 4. WBS structure of the open caisson foundation during construction stage

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表 1 风险概率等级区间划分标准

Table 1. Interval division standard of risk probability grades

等级	概率值区间	区间描述
1	P < 0.0003	几乎不可能发生
2	0.0003 ≤ P < 0.0030	很少发生
3	0.0030 ≤ P < 0.0300	偶尔发生
4	0.0300 ≤ P < 0.3000	可能发生
5	P ≥ 0.3000	频繁发生

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表 2 风险等级划分标准

Table 2. Risk classification criteria

轻度Ⅰ	中度Ⅱ	高度Ⅲ	重大Ⅳ
< 17/k	[17/k～22.5/k)	[22.5/k～23.75/k]	> 23.75/k

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表 3 沉井工程风险分解

Table 3. Risk decomposition table for caisson engineering

顶层指示	二级指标	三级指标
沉井施工阶段风险 R	建设条件风险 R1	地质风险 R1-1
		水文风险 R1-2
		气象风险 R1-3
		周边施工条件风险 R1-4
	结构设计风险 R2	整体设计风险 R2-1
		局部构造设计风险 R2-2
		节段构造设计风险 R2-3
	施工工艺风险 R3	结构或设备性能风险 R3-1
		施工方法/工艺风险 R3-2
		智能施工及技术风险 R3-3
		几何姿态偏斜风险 R3-4
	组织管理/监控风险 R4	施工防护风险 R4-1
	组织管理/监控风险 R4	监控与管理风险 R4-2
	桥梁结构影响风险 R5	结构变位风险 R5-1

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表 4 沉井施工风险调查表（部分）

Table 4. Questionnaire on the open caisson construction risks (part)

指标层元素	风险事件	当前状态	假定采取的缓解风险措施	风险发生概率级别	风险损失级别			评定理由
指标层元素	风险事件	当前状态	假定采取的缓解风险措施	风险发生概率级别	人员伤亡	经济损失	环境影响	评定理由
W3-2	井底翻砂	水位监控	加强监测局部土层探查	4	1	4	1	常发事故
	经过局部软弱土层	严格验算，规范施工	工艺详细要求	3	1	3	1	常发事故
	沉井倾斜	可控不均匀下沉	加强监测，多手段纠斜	4	1	4	1	常发事故
	沉井侧移	可控不均匀下沉	调直后下沉	4	1	4	1	常发事故
	沉井扭转	可控不均匀下沉	可控偏斜施工	4	1	4	1	常发事故
	井外塌陷	防护警示，陷坑填筑	正常施工	4	2	4	2	常发事故
	沉井突沉	短期下沉困难	空气幕法助沉	4	2	4	1	发生风险小

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表 5 二级指标元素判断矩阵

Table 5. Element judgment matrix of secondary indicators

R	R1	R2	R3	R4	R5	权重 ω_i
R1	1	1/4	1/6	1/4	3	0.068 5
R2	4	1	1/2	4	7	0.306 6
R3	6	2	1	4	8	0.450 6
R4	4	1/4	1/4	1	4	0.137 1
R5	1/3	1/7	1/8	1/4	1	0.037 3

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表 6 施工技术风险判断矩阵

Table 6. Risk judgment matrix of construction technology

R3	R3-1	R3-2	R3-3	R3-4
R3-1	1	1/3	1/6	1/5
R3-2	3	1	1/3	1/3
R3-3	6	3	1	2
R3-4	5	3	1/2	1

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表 7 重大风险源加权风险值表

Table 7. Weighted risk values of major risk sources

序号	风险事件	WBS	RBS	权重	加权风险值
1	沉井突沉	W3-3	R3-3	0.213	2.553
2	滞沉	W3-3	R3-3	0.213	2.099
3	井底翻砂	W3-3	R3-4	0.144	2.027
4	姿态偏斜	W3-3	R3-4	0.144	1.894
5	沉井扭转	W3-3	R3-4	0.144	1.950
6	井周塌陷	W3-3	R3-4	0.144	2.007
7	井底涌水	W3-3	R3-4	0.144	1.999
8	井壁/隔墙变形过大或开裂	W3-4	R3-3	0.213	1.863
9	刃脚及隔墙破损	W3-4	R2-2	0.079	1.877
10	纠偏纠斜失效	W3-5	R3-3	0.213	1.801
11	大堤变形超限	W3-4	R4-2	0.098	1.620
12	基础下土体扰动	W5-1	R3-3	0.213	1.833
13	电塔倾斜	W3-4	R4-2	0.098	1.808
14	不良性质地层	W3-2	R3-2	0.067	1.712
15	锚碇偏心力	W5-2	R2-1	0.195	1.685
16	井上墩柱偏心	W5-2	R2-1	0.195	1.697

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表 8 风险类型比较（RBS）

Table 8. Comparison of risk types (RBS)

项目	R1				R2			R3				R4		R5-1
项目	R1-1	R1-2	R1-3	R1-4	R2-1	R2-2	R2-3	R3-1	R3-2	R3-3	R3-4	R4-1	R4-2	R5-1
权重	0.041	0.007	0.003	0.017	0.195	0.079	0.032	0.028	0.066	0.213	0.144	0.039	0.098	0.037
累计加权风险值	3.913	0.235	0.090	1.285	9.375	5.781	0.514	1.128	6.795	40.206	20.261	1.097	4.994	1.790
排序	7	13	14	9	3	5	12	10	4	1	2	11	6	8

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表 9 工作风险比较（WBS）

Table 9. Comparison of construction works (WBS)

项目	W1		W2		W3					W4				W5		W6
项目	W1-1	W1-2	W2-1	W2-2	W3-1	W3-2	W3-3	W3-4	W3-5	W4-1	W4-2	W4-3	W4-4	W5-1	W5-2	W6-1	W6-2
累计风险值	1.037	2.251	7.196	1.515	5.019	10.157	29.535	8.186	4.989	2.147	0.271	4.818	0.857	5.076	8.222	3.635	2.555
排序	15	12	5	14	7	2	1	4	8	13	17	9	16	6	3	10	11

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