某地区高层住宅建筑结构设计cad施工图

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4/2%%1308@200(2)L206(8B)250550×%%1308@100/200(2)KL208(8B)250750×%%1308@200(2)L205(8B)250×750说明:图中主次梁相交处,主梁中的附加箍筋的直径和肢数同跨中,附加箍筋为每侧两支,间距50,吊筋略注均为2%%13314。略注梁顶标高均为4.150.说明:图中主次梁相交处,主梁中的附加箍筋的直径和肢数同跨中,略注梁顶标高均为附加箍筋为每侧两支,间距,吊筋略注均为4.150.502%%13314。楼梯C另详GZ1GZ1楼梯H另详说明:1.略注板厚均为1002.略注结构标高为4.1503.略注板配筋为%%1338-1804%%13312%%1306-200GZ1GZ2%%1306-2004%%133125%%133203%%13320+2%%133184%%13320L202(1)250X750L204(3A)250X7504%%133181:100屋面梁配筋图4%%13325/2%%13322L3024%%13318KL3032%%13316;2%%13318%%1308-200(2)L303KL3034%%13318L303KL302L301KL301L3034%%13318KL3022%%13318;2%%13318%%1308-200(2)L301(5B)250X800二层梁配筋图2%%13320;2%%13320%%1308-200(2)4%%13318L302(3)250X800%%1308-100/200(4)2%%13325+(2%%13314)L3034%%133183%%13322%%1308-100/200(2)2%%13322;2%%133223%%13322KL303(1B)250X800KL301(5B)350X8002%%13322;2%%133204%%13325/2%%133223%%13322L303(1)250X6002%%13320;4%%13322%%1308-200(2)4%%133183%%13322KL302(1B)250X800%%1308-100/200(2)4%%133182%%13318;2%%13318%%1308-200(2)KL209(3)350X7502%%13320+(2%%13312)%%1308-100/200(4)L203(4A)250X5502%%13318%%1308-200(2)N4%%133207%%13325 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4/2XL201(1)4%%133206%%13325;4%%13325%%1308-100/200(4)XL201(1)400X750%%1308-200(2)L202(1)250X7502%%13318;2%%133182%%13320;2%%13320%%1308-200(2)L201(2A)250X750%%1308-100/200(4)KL202(1)350X7504%%13322;4%%13325;N4%%133163%%13322/2%%133183%%133222%%13322;2%%13322%%1308-200%%1308-100/200(2)KL201(2B)250X750%%1308-100/200(4)4%%13318;4%%133202%%13320L205(2)250X7502%%13318;2%%13318%%1308-200(2)2%%13322/2%%133202%%13322KL205(1)350X7504%%133202%%133184%%133205%%13320L204(1A)250X600%%1308-2004%%13318KL203(1A)350X750%%1308-100/200(4)KL204(2)350X7502%%133184%%13320KL210(2)350X750%%1308-100/200(4)%%1308-100/200(4)KL207(2)350X7504%%133204%%133204%%133184%%13325%%1308-100/200(4)KL206(1B)350X7505%%133254%%133184%%13320%%1308-100/200(2)%%1308-200(2)2%%13320L205(1A)250X5503%%133202%%133204%%133202%%13318%%1308-100/200(4)KL205(1A)250X6004%%133184%%133162%%13320+(2%%13312)4%%13316二层梁配筋图1:1002%%13320%%1308-100/200(2)3%%133224%%13322%%13010-100/200(4)KL205(1)400X7504%%133203%%133227%%13325 2/56%%13322 4/2KL203(2)250X750%%1308-100/200(2)4%%13325;N4%%133253%%133204%%133222%%13322;4%%133203%%133223%%133225%%133254%%133223%%13322%%1308-100/200(2)KL204(1)250X5504%%13322;5%%133225%%13325%%1308-100/200(4)KL207(1)350X7504%%13322%%1308-100/200(2)2%%13320;2%%13320KL211(6)250X7502%%13320%%1308-200(2)L206(6)250X5502%%133223%%133223%%133202%%133205%%13322%%1308-100/200(4)KL208(2)350X7504%%13322KL2083%%133223%%133202%%133205%%133223%%133223%%133202%%13322;2%%13320%%1308-200(2)L205(4)250X5502%%13322;2%%13322KL202(6A)250X750%%1308-100/200(2)3%%133223%%133223%%133225%%133223%%133223%%133223%%13322L201(2)250X550%%1308-200(2)2%%13322;2%%133223%%133222%%13322;2%%133204%%133223%%13322KL201(2)250X7504%%13322;4%%13322%%13010-100/200(4)4%%13322KL209(2)350X7504%%133205%%13322kL210(1)350X750%%1308-100/200(4)3%%133205%%133223%%133223%%13322L203(1A)250X7502%%13320;2%%13320%%1308-200(2)3%%133204%%13322%%1308-200(2)2%%13318;2%%13318L204(1)250X750(-0.050)1150080001500800080008000250025001500150029540260007000260001000080008000300020008000387038703000800080008000250025002000100034641500250025003464800048000800080008000250275025008000250080008000800080003265326580007502750800025003265800032652000二层模板及板筋平面图1:100二层模板及板筋平面图1:100500500500500500%%1338-200500500500500500500500800800800800%%13310-150800800800%%1338-150%%13310-1801100110011001100另详G楼梯二层模板及板筋平面图1:100%%1338-200%%1338-180%%1338-1201000250020002500295403870260002000115001500800026000800022753000100008000800070008000800080008000250015002500150034642500800080003870150034642500150080008000480008000275080008000250250025008000800020008000800080002750250075032653265326580003265略注板厚均为100略注板顶标高为4.100说明:略注板厚均为略注结构标高为说明:1204.100略注板厚均为略注结构标高为说明:1104.15080008000说明:图中主次梁相交处,主梁中的附加箍筋的直径和肢数同跨中,附加箍筋为每侧两支,间距略注梁顶标高均为504.150.。2%%13314,吊筋略注均为说明:图中主次梁相交处,主梁中的附加箍筋的直径和肢数同跨中,附加箍筋为每侧两支,间距略注梁底标高均为7.400。,吊筋略注均为502%%13314,吊筋略注均为说明:图中主次梁相交处,主梁中的附加箍筋的直径和肢数同跨中,4.100.略注梁顶标高均为附加箍筋为每侧两支,间距502%%13314。附加箍筋为每侧两支,间距略注梁顶标高均为,吊筋略注均为4.150.50。2%%13314说明:图中主次梁相交处,主梁中的附加箍筋的直径和肢数同跨中,R=1550R=1250%%1338-180%%1338-180R=1450R=800R=1350%%13310-120R=850R=600R=1250R=850%%1338-120%%1338-120%%1338-1201:100略注板顶标高为说明:略注板厚均为120屋面模板及板筋平面图7.520R=1450%%1338-150R=1300R=800%%1338-1001207.520说明:略注板厚均为略注板顶标高为1:1001000%%1338-180%%1338-1501000%%1338-1801000%%1338-150%%13310-180%%1338-180%%1338-180%%1338-15010001:100略注板厚均为120略注板顶标高为说明:7.520%%1308-100/200(4)2%%13320+(2%%13312)KL301(2)350X750L3023%%133185%%133252%%13318;2%%13318%%1308-200(2)L301(2B)250X8002%%13318KL301(2B)350X8004%%13325;4%%13318%%1308-100/200(4)3%%133185%%13325%%1338-150%%1338-1802%%13318;3%%13322%%1308-200(2)L3062%%13320%%1308-100/200(2)3%%13320L3063%%13318L305(1)250X350%%1308-200(2)L304(1)250X3502%%13318;2%%13316%%1308-200(2)2%%13320L307%%1308-100/200(2)L307(1)250X350L306(1)250X350%%1308-200(2)2%%13318;2%%133182%%13320L3073%%133203%%13320L301KL3012%%13312;2%%13314L307%%1308-200(2)2%%13318;3%%13320%%1308-200(2)L303(1)250X6002%%13316;2%%13316N2%%13312%%1308-200(2)2%%13318L302(1B)250X8002%%13322;2%%13320KL302(1B)250X800%%1308-100/200(2)3%%133221:100屋面梁配筋图L201(5B)250X800%%1308-200(2)KL304(1B)250X8003%%133203%%13322KL303(1B)250X800L308(1)250X6003%%133201:100屋面模板及板筋平面图%%1338-180%%1338-1807.520略注板厚均为略注板顶标高为说明:1203%%13318%%1308-200(2)2%%13318;2%%13318L302(1A)250X8004%%13320/3%%133224%%133184%%13318KL303L304L3034%%133204%%133202%%133202%%133205%%13322KL304L3054%%13320/2%%133185%%133224%%13322KL3043%%13322%%1308-200(2)2%%133222%%133222%%13322L305(2)250X600(-0.200)%%1308-100/200(4)4%%13320KL302(6B)350X800%%1308-200(2)2%%13318;2%%13318L301(3A)250X8004%%13318L304KL303KL304(2A)250X8004%%13318L304KL303%%1308-100/200(2)2%%133203%%13322KL302L306(6B)250X8002%%13318;2%%13318%%1308-200(2)3%%133184%%133182%%133204%%13320/3%%133223%%133224%%133182%%13318%%1308-200(2)2%%133202%%13
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