減震隔震消能器規(guī)格及性能參數(shù)表

減震隔震消能器規(guī)格及性能參數(shù)表1屈曲約束支撐產品規(guī)格型號及性能參數(shù)表序號屈服力/kN規(guī)格型號屈服前剛度/(kN/mm)屈服位移/mm屈服后剛度比軸線長度/mm產品長度/mm參考設計位移/mm耗能芯材1500BRB-C×500×Dy88.6≤Ky≤119.84.1≤Dy≤5.50.0355000≤L≤6000350015.4≤U≤26.4Q2352BRB-C×500×Dy75.9≤Ky≤102.74.8≤Dy≤6.45500≤L≤6500400017.9≤U≤30.83BRB-C×500×Dy67.5≤Ky≤91.35.4≤Dy≤7.26000≤L≤7000450020.2≤U≤34.74BRB-C×500×Dy62.5≤Ky≤84.55.8≤Dy≤7.86500≤L≤7500500021.8≤U≤37.45750BRB-C×750×Dy135.7≤Ky≤183.54≤Dy≤5.40.0355000≤L≤6000350015≤U≤25.9Q2356BRB-C×750×Dy115.9≤Ky≤156.94.7≤Dy≤6.35500≤L≤6500400017.6≤U≤30.37BRB-C×750×Dy102.9≤Ky≤139.25.3≤Dy≤7.16000≤L≤7000450019.8≤U≤34.18BRB-C×750×Dy92.4≤Ky≤1255.9≤Dy≤7.96500≤L≤7500500022.1≤U≤3891000BRB-C×1000×Dy180.9≤Ky≤244.74≤Dy≤5.40.0355000≤L≤6000350015≤U≤25.9Q23510BRB-C×1000×Dy154.5≤Ky≤209.14.7≤Dy≤6.35500≤L≤6500400017.6≤U≤30.311BRB-C×1000×Dy134.9≤Ky≤182.55.4≤Dy≤7.26000≤L≤7000450020.2≤U≤34.712BRB-C×1000×Dy126.9≤Ky≤171.75.7≤Dy≤7.76500≤L≤7500500021.4≤U≤36.9131500BRB-C×1500×Dy265.6≤Ky≤359.44.1≤Dy≤5.50.0355000≤L≤6000350015.4≤U≤26.4Q23514BRB-C×1500×Dy231.8≤Ky≤313.64.7≤Dy≤6.35500≤L≤6500400017.6≤U≤30.315BRB-C×1500×Dy202.4≤Ky≤273.85.4≤Dy≤7.26000≤L≤7000450020.2≤U≤34.716BRB-C×1500×Dy190.3≤Ky≤257.55.7≤Dy≤7.76500≤L≤7500500021.4≤U≤36.9172000BRB-C×2000×Dy354.2≤Ky≤479.24.1≤Dy≤5.50.0355000≤L≤6000350015.4≤U≤26.4Q23518BRB-C×2000×Dy309.1≤Ky≤418.14.7≤Dy≤6.35500≤L≤6500400017.6≤U≤30.319BRB-C×2000×Dy274.2≤Ky≤3715.3≤Dy≤7.16000≤L≤7000450019.8≤U≤34.120BRB-C×2000×Dy250≤Ky≤338.25.8≤Dy≤7.86500≤L≤7500500021.8≤U≤37.4212500BRB-C×2500×Dy442.7≤Ky≤598.94.1≤Dy≤5.50.0355000≤L≤6000350015.4≤U≤26.4Q23522BRB-C×2500×Dy386.3≤Ky≤522.74.7≤Dy≤6.35500≤L≤6500400017.6≤U≤30.323BRB-C×2500×Dy342.7≤Ky≤463.75.3≤Dy≤7.16000≤L≤7000450019.8≤U≤34.124BRB-C×2500×Dy312.5≤Ky≤422.75.8≤Dy≤7.86500≤L≤7500500021.8≤U≤37.4253000BRB-C×3000×Dy531.3≤Ky≤718.84.1≤Dy≤5.50.0355000≤L≤6000350015.4≤U≤26.4Q23526BRB-C×3000×Dy463.7≤Ky≤627.34.7≤Dy≤6.35500≤L≤6500400017.6≤U≤30.327BRB-C×3000×Dy411.3≤Ky≤556.55.3≤Dy≤7.16000≤L≤7000450019.8≤U≤34.128BRB-C×3000×Dy375≤Ky≤507.45.8≤Dy≤7.86500≤L≤7500500021.8≤U≤37.4注：BRB-C×500×Dy，BRB表示屈曲約束支撐，C表示鋼套筒與砂漿（或混凝土）組合約束型，500表示屈服承載力，Dy表示屈服位移。表2金屬屈服型消能器產品規(guī)格型號及性能參數(shù)表序號規(guī)格型號屈服力Fy/kN屈服前剛度Ky/(kN/mm)屈服位移Dy/mm屈服后剛度比參考設計位移/mm建議耗能芯材1MYD-S×200×1.0200200.01.00.025Di≤22LY22520.03522＜Di≤30LY16030.05030＜DiLY1004MYD-S×200×1.5133.31.50.025Di≤30LY22550.03530＜Di≤40LY16060.05040＜DiLY1007MYD-S×300×1.0300300.01.00.025Di≤22LY22580.03522＜Di≤30LY16090.05030＜DiLY10010MYD-S×300×1.5200.01.50.025Di≤30LY225110.03530＜Di≤40LY160120.05040＜DiLY10013MYD-S×400×1.0400400.01.00.025Di≤22LY225140.03522＜Di≤30LY160150.05030＜DiLY10016MYD-S×400×1.5266.71.50.025Di≤30LY225170.03530＜Di≤40LY160180.05040＜DiLY10019MYD-S×600×1.0600600.01.00.025Di≤25LY225200.03525＜Di≤35LY160210.05035＜DiLY10022MYD-S×600×1.5400.01.50.025Di≤35LY225230.03535＜Di≤40LY160240.05040＜DiLY10025MYD-S×800×1.0800800.01.00.025Di≤25LY225260.03525＜Di≤35LY160270.05035＜DiLY10028MYD-S×800×1.5533.31.50.025Di≤35LY225290.03535＜Di≤40LY160300.05040＜DiLY10031MYD-S×1000×1.010001000.01.00.025Di≤25LY225320.03525＜Di≤35LY160330.05035＜DiLY10034MYD-S×1000×1.5666.71.50.025Di≤35LY225350.03535＜Di≤40LY160360.05040＜DiLY10037MYD-S×1200×1.012001200.01.00.025Di≤25LY225380.03525＜Di≤35LY160390.05035＜DiLY10040MYD-S×1200×1.5800.01.50.025Di≤35LY225410.03535＜Di≤40LY160420.05040＜DiLY100注：MYD-S×200×1.5，MYD表示金屬屈服型消能器，S表示由鋼材加工而成，200表示屈服承載力，1.0表示屈服位移。LY160表示耗能芯材為LY160。表3摩擦消能器產品規(guī)格型號及性能參數(shù)表序號規(guī)格類型起滑位移/mm起滑摩擦力/mm初始剛度/(kN/mm)1FD-P-100×0.50.51002002FD-P-200×0.50.52004003FD-P-300×0.50.53006004FD-P-400×0.60.64006675FD-P-600×0.80.86007506FD-P-800×1.01.0800800注：FD-P-100×0.5，F(xiàn)D表示摩擦消能器，P表示板式摩擦消能器，100表示起滑摩擦力，0.5表示起滑位移。表4黏滯消能器產品規(guī)格型號及性能參數(shù)表序號規(guī)格型號阻尼系數(shù)/(kN/(mm/s)α)阻尼指數(shù)α參考速度/(mm/s)1VFD-NL×F×U402203VFD-NL×F×U604305906VFD-NL×F×U707500.2081209100VFD-NL×F×U0.250.30150~400108011601215013VFD-NL×F×U1301411015901618017VFD-NL×F×U16018140191202010021VFD-NL×F×U240222202320024180251602614027VFD-NL×F×U30028280292603024031220322003318034160注：VFD-NL×F×U，VFD表示黏滯消能器，NL表示非線性黏滯消能器，F(xiàn)表示最大阻尼力，U表示設計容許位移。設計時宜根據實際工程項目情況復核罕遇地震作用下的出力和參考速度。表5黏滯阻尼墻產品規(guī)格型號及性能參數(shù)表序號規(guī)格型號阻尼系數(shù)/(kN/(mm/s)α)阻尼指數(shù)α參考速度/(mm/s)1VDW-NL×F×U220.451502VDW-NL×F×U440.453VDW-NL×F×U660.454VDW-NL×F×U880.455VDW-NL×F×U1100.456VDW-NL×F×U1320.457VDW-NL×F×U1540.458VDW-NL×F×U1760.459VDW-NL×F×U1980.4510VDW-NL×F×U2200.4511VDW-NL×F×U2420.4512VDW-NL×F×U2640.45注：VDW-NL×F×U，VDW表示黏滯阻尼墻，NL表示非線性黏滯阻尼墻，F(xiàn)表示最大阻尼力，U表示設計容許位移。設計時宜根據實際工程項目情況復核罕遇地震作用下的出力和參考速度。表6高阻尼橡膠消能器產品規(guī)格型號及性能參數(shù)表序號規(guī)格型號屈服承載力/kN屈服前剛度/(kN/mm)屈服后剛度比等效剛度/(kN/mm)等效阻尼比1HDRD-P×70×1007060≤Ky≤800.112.5182HDRD-P×140×100140110≤Ky≤1500.125183HDRD-P×150×100150130≤Ky≤1700.131.3184HDRD-P×200×100200160≤Ky≤2200.137.5185HDRD-P×250×100250360≤Ky≤4700.162.518注：HDRD-P×70×100，HDRD表示高阻尼橡膠消能器，P表示板式高阻尼橡膠消能器，70表示屈服承載力，100表示表觀剪應變設計值為100%。

表7黏彈性消能器產品規(guī)格型號及性能參數(shù)表序號規(guī)格型號設計阻尼