91SG362 预埋件图集.xls

埋 件 编 号 简 图 锚 板锚 筋承载力设计值Nu（KN) 长度宽度厚度直径长度拉力板方向 abtdla沿a向沿b向 1M1-1011001006825026.6026.60 2M1-10210010081248086.0186.01 3M1-1031501006825026.6019.21 4M1-10415010081248086.0172.97 5M1-1051501506825019.2119.21 6M1-10615015081248072.9772.97 7M1-1071501501014560112.70112.70 8M1-1081501501016640142.97142.97 9M1-1092001008825043.0733.60 10M1-110200100812480129.02100.65 11M1-1112001508825036.5433.60 12M1-112200150812480109.46100.65 13M1-1132001501014560169.04156.78 14M1-1142001501016640214.46198.91 15M1-1152001508825063.0850.40 16M1-116200150812480188.99150.98 17M1-1172001501014560267.51235.17 18M1-1182001501016640339.38298.36 19M1-1192002008825050.4050.40 20M1-120200200812480150.98150.98 21M1-1212002001014560235.17235.17 22M1-1222002001016640298.36298.36 23M1-12325015010825069.3551.61 24M1-1242501501012480204.05151.85 25M1-1252501501014560267.51199.08 26M1-1262501501016640339.38252.56 27M1-12725020010825060.9751.61 28M1-1282502001012480179.39151.85 29M1-1292502001014560235.17199.08 30M1-1302502001016640298.36252.56 31M1-1313002001212480206.07154.92 32M1-1323002001214560268.70202.01 33M1-1333002001216640339.41255.17 34M1-1343002501212480176.87154.92 35M1-1353002501214560230.63202.01 36M1-1363002501216640291.32255.17 埋 件 编 号 简 图 锚 板锚 筋承载力设计值Nu（KN) 长度宽度厚度直径长度拉力板方向 abtdla沿a向沿b向 37M1-201350200121040049.4250.51 38M1-202350200121248067.2168.69 39M1-203350200121456087.6489.57 40M1-2043502001216640110.70113.14 41M1-205350250121456072.1189.57 42M1-206350250121664091.08113.14 43M1-207400200121040065.8970.12 44M1-208400200121248089.6195.36 45M1-2094002001214560116.85124.35 46M1-2104002001216640147.60157.07 47M1-211400250121456096.14124.35 48M1-2124002501216640121.45157.07 49M1-213500200121040065.8963.17 50M1-214500200121248089.6185.91 51M1-2155002001214560116.85112.02 52M1-2165002001216640147.60141.50 53M1-217500250121456096.14112.02 54M1-2185002501216640121.45141.50 埋 件 编 号 简 图 锚 板锚 筋承载力设计值Nu（KN) 长度宽度厚度直径长度拉力板方向 abtdla沿a向沿b向 1M2-1011005066908.318.31 2M2-102100506812014.7814.78 3M2-103150606812014.7814.78 4M2-1041506061218038.2938.29 5M2-1051501506812029.5629.56 6M2-10615015061218076.5756.57 7M2-10715015081421098.7498.74 8M2-10820020061218076.5776.57 9M2-10920020081421098.7498.74 10M2-1102001506812039.944.33 11M2-111200150612180103.37114.86 12M2-112200150814210133.3148.11 13M2-113250150612180103.37114.86 14M2-114250150814210133.3148.11 15M2-115250200612180155.06155.06 16M2-116250200814210199.94199.94 17M2-117250250612180155.06155.06 18M2-118250250814210199.94199.94 埋 件 编 号 简 图 锚 板直 锚 筋弯 折 锚 筋 长度宽度厚度直径长度直径平段斜段全 长 abtdlad2 2lblcl 19 M2-201200150 8121801290480570 20 M2-202200150 81218014100560660 21 M2-203250150 101218016112640752 22 M2-204250150 121218018126720846 23 M2-205250150 101421016112640752 24 M2-206250150 121421018126720846 25 M2-207250200 101421016112640752 26 M2-208250200 121421018126720846 27 M2-209250200 101624016112640752 28 M2-210250200 121624018126720846 29 M2-211250200 121827016112640752 30 M2-212250200 121827018126720846 承载力 设计值 Nu（KN) 119.40 137.63 158.67 182.51 178.62 202.46 178.62 202.46 199.37 223.21 220.33 244.17 埋 件 编 号 简 图 锚 板锚 筋 αb 承载力设计值Vu（KN) 长度宽度厚度直径长度外距( 沿 a 向 ) abtdlaZae=100e=150 1M3-10120020010124801200.6644.629.73 2M3-10220020010166401200.6274.1849.45 3M3-10325020010124801700.6656.1642.12 4M3-10425020010166401700.6290.3870.06 5M3-10530020010124802200.6659.7853.87 6M3-10630020010166402200.629686.81 7M3-10725020010124801700.6675.8156.87 8M3-10825020010145601700.6498.1974.55 9M3-10930020010124802200.6680.772.73 10M3-11030020010166402200.62129.61117.2 11M3-11135020010124802700.6684.1276.95 12M3-11235020010166402700.62134.9123.78 13M3-11340020010124803200.6686.6480.15 14M3-11440020010166403200.62138.79128.75 15M3-11525025010124801700.6483.4861.12 16M3-11625025010166401700.60134.39101.65 17M3-11730025010124802200.6489.0179.09 18M3-11830025010166402200.60142.98128.97 19M3-11930030012124802200.6589.1679.7 20M3-12030030012166402200.60142.91128.88 21M3-1213503001212480270 0.65 93.0184.94 22M3-12235030012166402700.60148.92136.32 23M3-12330025010124802200.64120.16106.78 24M3-12430025010166402200.60193.03174.1 25M3-12535025010124802700.64125.39114.44 26M3-12635025010166402700.60201.12184.13 27M3-12740025010124803200.64129.25119.32 28M3-12840025010166403200.60207.09191.72 29M3-12935030012124802700.65125.57114.66 30M3-13035030012166402700.60201.04184.03 31M3-1313503001220800270 0.57 280.99258.54 32M3-13240030012124803200.65129.41119.53 33M3-13340030012166403200.60207.02191.63 34M3-13440030012208003200.57288.83268.6 埋 件 编 号 简 图 锚 板锚 筋 αb 承载力设计值Vu（KN) 长度宽度厚度直径长度外距( 沿 a 向 ) abtdlaZae=100e=150 1M3-20120020010124801201.0057.0944.88 2M3-20220020010166401201.0093.3179.78 3M3-20325020010124801701.0061.7156.25 4M3-20425020010166401701.00100.292.04 5M3-20530020010124802201.0064.5659.86 6M3-20630020010166402201.00104.4197.45 7M3-20725020010124801701.0083.375.93 8M3-20825020010145601701.00108.5399.3 9M3-20930020010124802201.0087.1580.81 10M3-21030020010166402201.00140.95131.56 11M3-21135020010124802701.0089.7684.21 12M3-21235020010166402701.00144.78136.62 13M3-21340020010124803201.0091.6486.72 14M3-21440020010166403201.00147.53140.33 15M3-21525025010124801701.0092.5684.37 16M3-21625025010166401701.00150.3138.06 17M3-21730025010124802201.0096.8389.79 18M3-21830025012166402201.00156.61146.18 19M3-21930030012124802201.0096.8389.79 20M3-22030030012166402201.00156.61146.18 21M3-22135030012124802701.0099.7393.57 22M3-22235030012166402701.00160.87151.8 23M3-22330025010124802201.00130.72121.21 24M3-22430025010166402201.00211.43197.34 25M3-22535025010124802701.00134.64126.32 26M3-22635025010166402701.00217.17204.93 27M3-2274002501012480 320 1.00137.47130.09 28M3-2284002501016640 320 1.00221.3210.49 29M3-2293503001212480 270 1.00134.64126.32 30M3-2303503001216640 270 1.00217.17204.93 31M3-2313503001220800 270 1.00303.68288.26 32M3-2324003001212480 320 1.00137.47130.09 33M3-2334003001216640 320 1.00221.3210.49 34M3-2344003001220800 320 1.00308.84295.29 e=200 22.3 37.09 31.59 52.55 40.88 68 42.65 55.91 55.19 91.8 67.74 112.66 74.57 120.07 承载力设计值Vu（KN) ( 沿 a 向 ) 45.84 76.24 59.32 98.66 59.77 98.45 73.36 120.82 80.08 133.2 98.28 163.47 110.81 178.48 99.03 163.11 239.42 111.05 178.73 251.02 e=200 33.66 59.84 47.68 84.77 55.8 91.37 64.37 87.62 75.33 123.34 79.31 0.6 承载力设计值Vu（KN) ( 沿 a 向 ) 129.33 82.31 133.79 71.52 127.15 83.7 137.05 83.7 137.05 88.13 143.7 112.99 185.02 118.97 193.99 123.46 200.68 118.97 193.99 274.34 123.46 200.68 282.88 埋 件 编 号 简 图 锚 板锚 筋 β 承载力设计（KN) 长度宽度厚度边距直径外距剪力 拉力α=30 abtca adzaVuNue0 0=0 1M3-3013001501040162200.73164.43226.26 133.75 2M3-3024001501040163200.73164.43226.26 133.75 3M3-3033501601240202700.65226.69350.60 190.61 4M3-3044001601240203200.65226.69350.60 190.61 5M3-3054001601450223000.60256.01429.37 219.91 6M3-3064001801650253000.53295.17555.12 260.78 7M3-3074001501040163200.69207.06301.67 171.23 8M3-3084501601240203700.61285.46467.47 243.70 9M3-3095001601450224000.56322.38572.50 280.92 10 M3-310 5501801650254500.50371.70740.16 332.73 11 M3-311 4002001040163200.73246.64339.38 200.62 12 M3-312 4002201240203200.65340.04525.90 285.91 13 M3-313 4002201450223000.60384.02644.06 329.87 14 M3-314 4002501650253000.53442.76832.68 391.17 埋 件 编 号 简 图 锚 板角 钢锚 筋 β 承载力设计（KN)每个埋件重量 长度宽度厚度边距规 格外 距剪力 拉力二块锚板 abtca a∠btza aVuNuG1(Kg) 1 M3-401 2501101035 ∠506 1510.61119.34195.74 4.32 2 M3-402 3001401245 ∠638 1730.59194.40327.14 7.91 3 M3-403 3501401245 ∠638 2230.59194.40327.14 9.23 4 M3-404 3501701450 ∠756 2090.74223.82302.72 13.08 5 M3-405 3501701450 ∠7510 2060.58281.39486.07 13.08 6 M3-406 4001701450 ∠756 2590.74223.82302.72 14.95 7 M3-407 4001701450 ∠7510 2560.58281.39486.07 14.95 8 M3-408 4002001660 ∠908 2290.71338.20479.54 20.10 9 M3-409 4002001660 ∠9012 2270.58405.20698.66 20.10 10 M3-410 4502001660 ∠908 2790.71338.20479.54 22.61 11 M3-411 4502001660 ∠9012 2770.58405.20698.66 22.61 12 M3-412 4502201865 ∠10010 2630.66440.41662.54 27.98 13 M3-413 4502201865 ∠10014 2600.57510.95903.34 27.98 14 M3-414 5002201865 ∠10010 3130.66440.41662.54 31.09 15 M3-415 5002201865 ∠10014 3100.57510.95903.34 31.09 16 M3-416 5502502070 ∠1258 3430.83560.92679.40 43.18 17 M3-417 5502502070 ∠12512 3390.68675.55994.50 43.18 18 M3-418 5502502070 ∠12514 3380.53723.881147.93 43.18 19 M3-419 6002702280 ∠14010 3640.79740.33941.53 55.95 20 M3-420 6002702280 ∠14012 3620.72804.981118.34 55.95 21 M3-421 6002702280 ∠14014 3600.67863.121292.41 55.95 22 M3-422 5001401245 ∠638 3730.53262.44490.72 13.19 23 M3-423 5501401245 ∠638 4230.53262.44490.72 14.51 24 M3-424 6001401245 ∠638 4730.53262.44490.72 15.83 25 M3-425 5501701450 ∠756 4090.67302.16454.08 20.55 26 M3-426 5501701450 ∠7510 4060.52379.88729.11 20.55 27 M3-427 6001701450 ∠756 4590.67302.16454.08 22.42 28 M3-428 6001701450 ∠7510 4560.52379.88729.11 22.42 29 M3-429 6602001660 ∠90X8 4900.63456.57719.30 33.16 30 M3-430 6602001660 ∠9012 4870.52547.021048.00 33.16 31 M3-431 7502201865 ∠10010 5630.60594.56993.82 46.63 32 M3-432 7502201865 ∠10014 5600.51689.781355.02 46.63 α=45α=60 e0 0=100e0 0=150e0 0=200e0 0=0e0 0=100e0 0=150e0 0=200e0 0=0e0 0=100e0 0=150e0 0=200 122.75117.91113.43134.67119.44113.04105.94145.59124.56103.8786.50 125.99122.44119.08134.67123.81119.01114.58145.59130.45124.00109.36 178.62173.17168.05194.70177.49169.98163.08213.87189.19178.87153.00 180.39175.68171.22194.70179.98173.42167.32213.87192.67183.57169.47 208.07202.62197.44226.82209.43201.70194.52251.89226.34215.41199.80 247.84241.84236.13272.53253.01244.26236.10307.31277.73264.97253.33 161.15156.53152.18173.64159.34153.03147.21189.20168.95160.37141.00 232.16226.79221.66250.65233.74226.11218.97277.46252.68241.88231.97 269.27263.79258.54291.67274.24266.28258.77326.41300.24288.68277.97 321.40316.02310.81349.93332.49324.41316.71397.58370.54358.35346.94 188.98183.66178.62202.00185.72178.52171.80218.39195.67186.00164.05 270.59263.53256.82292.05269.97260.13250.99320.80289.00275.35254.20 312.11303.93296.16340.22314.15302.55291.78377.83339.50323.11299.70 α=30 371.76362.77354.19408.79379.51366.39354.15460.97416.59397.45380.00 每米长角钢α=30α=45α=60 g2(Kg/m)e0 0=0e0 0=100e0 0=200e0 0=300e0 0=0e0 0=100e0 0=200e0 0=300e0 0=0e0 0=100e0 0=200 8.92101.9292.3684.4377.76104.8591.1175.7955.60116.0996.3961.88 14.94167.13153.53141.98132.04172.45152.71137.02103.54191.60162.94114.05 14.94167.13156.38146.93138.56172.45156.73143.64125.36191.60168.59135.22 13.82181.13166.78154.53143.96181.98162.16146.22110.44196.28168.99119.81 22.18243.53226.94212.46199.72252.04227.68207.61175.44281.01245.19190.55 13.82181.13169.37159.05149.91181.98165.64152.00128.94196.28173.66137.25 22.18243.53230.00217.90207.01252.04232.07215.03200.32281.03251.46218.82 21.90277.52257.96240.98226.10280.48253.06230.52187.33304.47266.13201.59 31.88350.52328.69309.41292.28362.69330.56303.66270.86404.29356.93291.75 21.90277.52261.26246.80233.86280.48275.57238.12215.25304.47272.28227.52 31.88350.52332.43316.12301.33362.69335.94312.87292.76404.29364.65329.81 30.24367.50345.65326.25308.91374.14342.92316.52285.70409.43364.91303.62 41.22444.75420.83399.41380.04461.54426.04395.62369.25516.19463.32411.11 每个埋件重量 30.24367.50348.96332.20316.98374.14347.55324.49304.30409.43371.36335.97 41.22444.75424.54406.08389.16461.54431.39404.94381.55516.19471.10433.25 31.00438.62415.15394.06375.02434.52402.63375.10340.22461.66418.53361.93 45.40560.31533.73509.56487.48568.92530.95497.73468.43520.75566.61521.15 52.38612.77585.03559.70536.47627.82587.46551.99520.55691.97633.25583.72 42.98587.95559.14533.02509.23586.12546.42511.77481.25626.89572.42517.68 51.04656.63626.16598.40572.99661.95619.01581.30547.92716.58656.23605.25 58.98719.30687.45658.30631.53731.87686.13645.77609.89800.40734.79679.12 22.41231.54222.17213.53205.54241.82227.64215.03203.75272.48250.91232.51 22.41231.54232.24215.52208.31241.82229.23217.89207.61272.48253.28236.61 22.41231.54224.09217.10210.54241.82230.50220.19210.76272.48255.18239.95 20.73252.07241.15231.13221.92565.58240.88226.99214.61280.75258.19238.99 33.27337.21324.86313.39302.69353.20334.38317.46302.16399.36370.48345.49 20.73252.07242.29233.24224.85256.58242.50229.88218.51280.75260.47242.93 33.27337.21326.17315.83306.13353.20336.34312.02307.03399.36373.44350.68 32.85385.82372.22359.56347.72394.98375.15357.21340.91434.96406.00380.67 47.82485.37470.45456.41443.19508.29485.48464.63445.50574.58539.49508.43 45.36510.28495.23481.05467.65526.09503.77483.27464.37583.98550.81521.19 61.83615.57599.37584.00569.40646.43621.48598.39576.95733.14649.42659.58 e0 0=300 45.40 84.54 102.36 90.18 143.24 105.28 167.67 152.96 221.16 175.75 254.56 233.27 315.52 α=60 262.39 355.49 285.14 414.89 477.46 410.23 485.94 560.07 203.29 219.96 226.44 199.24 318.46 213.69 330.53 251.69 480.76 494.60 628.07 埋 件 编 号 简 图 锚 板锚 筋 ψ 承载力设计值 受拉承 载力设 计值Nu 长度宽度厚度直径长度外距外距Vu (KN) abtdlaZaZb沿a向沿b向 1M4-10130030010124801601601.0076.5776.57112.19 2M4-10230030010145601601601.0098.7498.74152.71 3M4-10330030012166401601601.00121.8121.8199.45 4M4-10430030012187201601601.00145.08145.08252.43 5M4-10535030010124802101601.0076.5776.57112.19 6M4-10635030010145602101601.0098.7498.74152.71 7M4-10735030012166402101601.00121.8121.8199.45 8M4-10835030012187202101601.00145.08145.08252.43 9M4-10940030010124802601601.0076.5776.57112.19 10M4-11040030010145602601601.0098.7498.74152.71 11M4-11140030012166402601601.00121.8121.8199.45 12M4-11240030012187202601601.00145.08145.08252.43 13M4-11340040010124802602601.0076.5776.57112.19 14M4-11440040010145602602601.0098.7498.74152.71 15M4-11540040012166402602601.00121.8121.8199.45 16M4-11640040012187202602601.00145.08145.08252.43 17M4-11750040010124803602601.0076.5776.57112.19 18M4-11850040010145603602601.0098.7498.74152.71 19M4-11950040012166403602601.00121.8121.8199.45 20M4-12050040012187203602601.00145.08145.08252.43 21M4-12155040010124804102601.0076.5776.57112.19 22M4-12255040010145604102601.0098.7498.74152.71 23M4-12355040012166404102601.00121.8121.8199.45 24M4-12455040012187204102601.00145.08145.08252.43 25M4-12560040010124804602601.0076.5776.57112.19 26M4-12660040010145604602601.0098.7498.74152.71 27M4-12760040012166404602601.00121.8121.8199.45 28M4-12860040012187204602601.00145.08145.08252.43 29M4-12960030010124804601601.0076.5776.57112.19 30M4-13060030010145604601601.0098.7498.74152.71 31M4-13160030012166404601601.00121.8121.8199.45 32M4-13260030012187204601601.00145.08145.08252.43 33M4-13360040010124804602601.0076.5776.57112.19 34M4-13460040010145604602601.0098.7498.74152.71 35M4-13560040012166404602601.00121.8121.8199.45 36M4-13660040012187204602601.00145.08145.08252.43 37M4-13750050010124803603601.0076.5776.57112.19 38M4-13850050010145603603601.0098.7498.74152.71 39M4-13950050012166403603601.00121.8121.8199.45 40M4-14050050012187203603601.00145.08145.08252.43 41M4-14155050010124804103601.0076.5776.57112.19 42M4-14255050010145604103601.0098.7498.74152.71 43M4-14355050012166404103601.00121.8121.8199.45 44M4-1445505001218720