91SG362 预埋件图集.xls
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1、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.
2、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 18M1-11
3、82001501016640339.38298.36 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 27M1-1272
4、5020010825060.9751.61 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 36M1-1
5、363002501216640291.32255.17 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 43M1-207400200121
6、040065.8970.12 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 52M1-216500200121664
7、0147.60141.50 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 6M2-1061501506121807
8、6.5756.57 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 16M2-116
9、250200814210199.94199.94 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 M2-20
10、5250150 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
11、 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 b 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
12、-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 12M3-11235020010166402700.62134.9123.7
13、8 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 20M3-120300300121664
14、02200.60142.91128.88 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 27M3-12740025010124803200.64129.25
15、119.32 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
16、 号 简 图 锚 板锚 筋 b 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 7
17、M3-20725020010124801701.0083.375.93 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 14M3-21440020010166403201.00
18、147.53140.33 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 22M3-2223
19、5030012166402701.00160.87151.8 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 29M3-229350300121248
20、0 270 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
21、.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
22、 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 承载力设计(KN) 长度宽度厚度边距直径外距剪力 拉力=30 abtca adzaVuNue0 0=0 1M3-3013001501040162200.73164.43226.26 133.75 2M3-3024001501040163200.73164.43226.26 133.75 3M3-30335
23、01601240202700.65226.69350.60 190.61 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 9M3-3095001601450224000.56322.385
24、72.50 280.92 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 承载力设计(KN)每个埋件重量 长度宽度
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- 91SG362 预埋件图集 91 SG362 预埋件
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