高级检索

    垃圾焚烧发电厂在运汽水管道支吊架带缺陷承载能力评估与补强阈值计算

    Quantitative Assessment of Defect-Bearing Capacity and Determination of Reinforcement Thresholds for Operating Steam-Water Piping Supports in Waste-to-Energy Plants

    • 摘要: 现行DL/T 5054与GB 50764仅覆盖新建/改扩建设计符合性,垃圾焚烧厂在运汽水管道支吊架的带缺陷承载阈值仍为空白,检修决策长期依赖经验判定。本文依托长三角地区12家在运垃圾焚烧厂444个吊点的普查数据,建立“CAESAR II整体管系取载—ANSYS局部实体精算”接力评估模型,对吊杆偏角、下腹焊缝未熔合、弹簧预压偏移三类缺陷进行了参数化耦合分析,结果表明:当吊杆偏角为5°且下腹未熔合深度为2 mm时,三角架最大应力达172 MPa,为许用应力157 MPa的1.09倍,进入超应力状态;叠加15%弹簧预压偏移后应力升至196 MPa(1.25倍许用应力),接近屈服强度。基于S0~S4耦合计算结果,提炼绿(≤0.85σ)/黄(0.85~1.09σ)/红(≥1.25σ)三级承载阈值;针对黄区典型工况(S2σmax=172MPa),验证下腹贴10mmQ235B加强板的补强方案可将应力降至121MPa(0.77σ)。全周期成本分析显示,该方案15年总成本为0.68万元/榀,为整体更换方案(137.2万元/榀)的0.5%,且无需停炉施工。该分级阈值与补强决策方法可嵌入电厂分布式控制系统,为在运机组支吊架的定量检修与延寿提供依据。

       

      Abstract: Current DL/T 5054 and GB 50764 cover only design-stage compliance, while defect-bearing thresholds for operating waste-to-energy (WtE) plant steam-water piping supports remain blank. Based on census data of 444 hanger points from 12 operational WtE plants in the Yangtze River Delta, a "CAESAR II global load extraction → ANSYS local refined analysis" relay model is established, with parametric coupling of three defects: hanger rod deflection angle, root incomplete fusion of the lower flange, and spring pre-compression deviation. Results show that when θ=5° and a=2 mm, σmax reaches 172 MPa (1.09σ); with additional 15% spring deviation, σmax rises to 196 MPa (1.25σ), approaching yield. A three-level (green/yellow/red) threshold is proposed, and a 10 mm Q235B reinforcing plate reduces σmax to 121 MPa (0.77σ) at 0.5% of the full-replacement LCC. The threshold and workflow can be embedded into plant DCS for quantitative maintenance.

       

    /

    返回文章
    返回