某地六层住宅砖混结构设计施工详图

0.51.1.1.51.59.14.1-1建 筑电 气给 排 水结 构暖 通二至五层平面图240240240240%%1306@100/2002%%131122%%13112QZ%%1306@2002%%131122%%13112QL-0.020建 筑电 气给 排 水结 构暖 通基础平面图1:100建 筑电 气给 排 水结 构暖 通六层平面图六层上部平面图建 筑电 气给 排 水结 构暖 通坡屋顶平面图7YKB3652+1YKB36727YKB3352+1YKB33724YKB2752+1YKB27722YKB2752+2YKB27723YKB36522X(7YKB3652+1YKB3672)3YKB36523YKB30523YKB36523YKB36522YKB2752+2YKB27722YKB2752+2YKB27727YKB3652+1YKB36727YKB3352+1YKB33729YKB3352+1YKB33729YKB3652+1YKB36726YKB3652+2YKB36726YKB3652+2YKB36726YKB3652+2YKB36724YKB2752+1YKB27724YKB2752+1YKB27727YKB3652+1YKB3672TL-2TL-26，基础板的分布筋均为%%1308@200。4，基础均现浇100厚C10砼垫层，出边100。3，基础埋深均为-2.100。2，所用材料：砼为C25，砖为MU15，水泥砂浆M10。1，本基础需用水泥喷粉桩处理至特征值210KN/M%%1402%%141。7，圈梁QL均满堂浇筑。5，基础底板均厚350。基础设计说明JL-1JL-1JL-14%%131254%%13125%%13112@4002%%13112%%13112@4002%%13112-2.100(梁长伸过轴线1020)JL-1%%13112@100/200%%1306@200TL-2-0.0202%%131182%%13112do<300b<300直通筋绕过洞口拉通钢筋类型%%131%%130混凝土强度等级45d35dC20C2530d40d35d30dC30承重墙门窗洞口过梁图洞宽<900时预制墙宽3%%13112900<洞宽<1800时现浇图6墙宽3%%13114（3）.3.000~12.000以下采用MU10粘土砖，M10混合砂浆实砌.（2）.%%P0.000~3.000以下采用MU15粘土砖，M10混合砂浆实砌.3.当梁与柱齐平时,除在基础中地梁主筋应在柱的纵筋外面外,其余梁的主筋应4.墙体：（4）.12.000以上采用MU10粘土砖，M7.5混合砂浆实砌.（1）.%%P0.000以下采用MU15粘土砖，M10水泥砂浆实砌.梁和柱均为30mm.1.钢筋的混凝土保护层：（2）.基础梁底面钢筋的混凝土保护层厚度：为40mm.（1）.室内正常环境下受力钢筋的混凝土保护层厚度：板为20mm.2.所有柱子顶层主筋必须弯入屋面纵横梁内锚固,详见图e值7.梁上设置柱时,节点详见图3,板上开洞6.所有以断面表示的梁,其主筋的锚固长度>Lae.8.纵向受力钢筋最小锚固长度La(mm)，搭接长度Ld，锚固长度Lae表5.悬臂梁板的支撑须待混凝土强度达到100%后方可拆除.4.梁柱箍筋的弯钩及柱纵向钢筋搭接区箍筋的弯钩大样详见图2.弯入柱纵筋里面.三.结构构造与施工要求:加强筋示意详见图8.(Lae=La, Ld=1.2La)E43型：用于%%130焊接，2.标高以米计，其余尺寸以毫米计。1.本工程设计标高%%P0.000相当于绝对标高黄海高程3.本工程依据现行国家标准规范，规程和初步设计审批文件进行设计（1）.钢筋：%%130-HPB235，%%131--HRB335.（2）.所有外露铁件均应除锈涂红丹二道，刷防锈漆二度.E50型：用于%%131焊接，3.混凝土：现浇混凝土构件均采用C25。4.本工程采用砖混结构。二.材料：2.焊条，1.钢材，5.抗震设防烈度6度.一.设计总则：3由现场定箍筋弯钩大样d图2%%1306@200d10d柱顶主筋的锚固135o10do135图110d梁上种柱节点2%%13112>Lae图3%%1306@200>1002%%13116每边各3%%1308@50板上开洞图8<<砖墙承重多层房屋抗震构造柱节点详图>>协90G301图集.11.墙体拉结筋的设置,梁柱箍筋加密,构造柱砌体马牙槎的砌筑等构造措施均采用 周边浇120高素混凝土,宽度同周边墙.过梁长度为洞口宽度每边加 250mm ,若洞口在柱边时,须在柱中预留过梁钢筋,详见图6.>Lae 15.与女儿墙连接的构造柱上至女儿墙顶,其余的构造柱上至屋顶.14.受力柱应与基础承台相连,即承台内应预留柱插筋.16.本图支座钢筋所注长度均指从墙或梁中心线边伸出长度,洞口加强筋亦同.板分布筋%%1306@200.12.所有门窗洞口顶除已有梁外,均设置C20混凝土过梁,详见图6.17.本图的梁平法表示均按03G101-1. 卫生间底部及雨蓬四.本说明未及之处按现行规范标准执行.>Lae13.结构设计总说明10.沉降观测点构造详见图4.>Lae%%1306@200%%1306@20018.63012.1806.1809.18010001000nX300@500300500500沉降观测点做法%%13118100100图40.25050h构造柱与墙体拉结的节点10002%%1306@500直径同梁的箍筋附加箍筋详图50505050b次梁5050@50构造柱配筋35d楼面梁50050030010002%%1306@5001000300240250600门或窗洞宽圈梁兼过梁250图73%%13114%%1306@200圈梁35d60楼面梁2%%130617.13010.6807.6804.680TL-1%%13112@150%%1308@200%%13112@150%%1308@200TL-2%%13112@150%%1308@200-0.0202%%131202%%131122%%131122%%1311812060建 筑电 气给 排 水结 构暖 通%%1308@150%%13010@150%%1308@150%%1308@150%%1308@150%%1308@150%%1308@150%%1308@150%%1308@150%%13010@150%%13010@150%%13010@150%%13010@150%%1308@150%%1308@150%%1308@150%%13010@150%%13010@150%%1308@150%%1308@150%%13010150%%1308@150h=130h=130h=130h=140h=100h=100h=100h=1007YKB3652+1YKB36727YKB3352+1YKB33722YKB2752+2YKB27723YKB36522X(7YKB3652+1YKB3672)3YKB36523YKB30523YKB36523YKB36522YKB2752+2YKB27722YKB2752+2YKB27727YKB3652+1YKB36727YKB3352+1YKB33729YKB3352+1YKB33729YKB3652+1YKB36726YKB3652+2YKB36726YKB3652+2YKB36726YKB3652+2YKB36727YKB3652+1YKB3672%%1308@150%%1308@150%%1308@150%%1308@150%%1308@150%%1308@150%%1308@150%%1308@150%%1308@150%%13010@150%%13010@150%%13010@150%%13010@150%%1308@150%%1308@150%%1308@150%%1308@150%%13010@150%%13010@150%%1308@150h=130h=130h=130h=145h=100h=100h=100h=1005YKB2752+2YKB27725YKB2752+2YKB27725YKB2752+2YKB2772130013001300130013001300130013001300130013001300130013001300130013001300130015001500150015001500150095095095095095095095095095095095095095095095095095095095070070070070070070070070070070070070070070070070070070070070070070070070070070070070070013007007007007007007007007007007007007007007007007007007007007007007007007007007007007009509509509509509509509509509509509509509509509509509509509509509501300130013001300130013001300130013001300130013001300130013001300130013001500150015001500150015001500BL-1BL-1BL-2BL-2BL-1BL-2BL-2BL-2BL-2BL-2BL-2DL-1DL-1DL-1DL-1DL-1DL-2DL-2DL-3DL-3DL-3DL-2aQLQLQLL-1L-1L-1L-1aBL-1BL-1BL-2BL-2BL-1BL-2BL-2BL-2BL-2BL-2BL-2DL-1DL-1DL-1DL-1DL-2DL-2DL-3aDL-3aDL-3aDL-2aQLQLQLL-1L-1L-1L-1aL-2L-2L-2建 筑电 气给 排 水结 构暖 通7YKB3652+1YKB36727YKB3352+1YKB33724YKB2752+1YKB27722YKB2752+2YKB27723YKB36522X(7YKB3652+1YKB3672)3YKB36523YKB30523YKB36523YKB36522YKB2752+2YKB27722YKB2752+2YKB27727YKB3652+1YKB36727YKB3352+1YKB33729YKB3352+1YKB33729YKB3652+1YKB36726YKB3652+2YKB36726YKB3652+2YKB36726YKB3652+2YKB36724YKB2752+1YKB27724YKB2752+1YKB27727YKB3652+1YKB3672%%1308@150%%1308@150%%1308@150%%1308@150%%1308@150%%1308@150%%1308@150%%1308@150%%1308@150%%1308@150%%13010@150%%1308@150%%1308@150%%1308@150%%1308@150%%13010@150%%13010@150%%13010@150%%13010@150%%1308@150h=130h=130h=130h=130h=100h=100h=100h=10013001300130013001300130013001300130013001300130013001300130013001300130013001500150015001500150015009509509509509509509509509509509509509509509509509509509507007007007007007007007007007007007007007007007007007007007007007007007007007007007007001300BL-1BL-1BL-2BL-2BL-1BL-2BL-2BL-2BL-2BL-2BL-2DL-1DL-1DL-1DL-1DL-2DL-2DL-3aDL-3aDL-3aDL-2aQLQLQLL-1L-1L-1L-1aL-3L-3L-3L-5950950950950h=130%%13010@150%%13010@150%%13010@150%%13010@150%%13010@120%%13010@150WBL-1WBL-1WBL-1WBL-2aWBL-2WBL-2WBL-2WL-2WL-2WL-2WL-1WL-1WL-1WL-1aQLQLQL7,现浇板带配筋均为%%@100,板厚为120。6,所有阳台，厨房均低于楼面20。5,圈梁QL均满堂浇筑，错层处有两道，有预制板处低120。4,未注的板厚均为80.3,未注的分布筋均为%%1306@200.2,未注的板筋均为%%1308@150.1,预制板用01EG401图集.7,现浇板带配筋均为%%13112@100,板厚为120。6,所有阳台，厨房均低于楼面20。5,圈梁QL均满堂浇筑，有预制板处低120。4,未注的板厚均为80.3,未注的分布筋均为%%1306@200.2,未注的板筋均为%%1308@150.1,预制板用01EG401图集.7,现浇板带配筋均为%%13112@100,板厚为120。6,所有阳台，厨房均低于楼面20。5,圈梁QL均满堂浇筑，有预制板处低120。4,未注的板厚均为80.3,未注的分布筋均为%%1306@200.2,未注的板筋均为%%1308@150.1,预制板用01EG401图集.3,圈梁QL均满堂浇筑。2,未注的板厚均为100.1,未注的分布筋均为%%1306@200.1500700L-1bWQLTL-2TL-2TL-2TL-2TL-2TL-2TL-2TL-2%%13112@125%%13112@125%%13112@125%%1308@200%%1308@200%%1308@2001.900楼梯大样300%%13112@125%%13112@125%%1308@200%%1308@200%%1308@200%%13112@1253.180%%13112@125%%13112@125%%13112@125%%1308@200%%1308@200%%1308@20013.830%%13112@125%%13112@125%%13112@125%%1308@200%%1308@200%%1308@20015.630建 筑电 气给 排 水结 构暖 通坡屋顶3.0003.000/3.4503.0003.000四层三层二层屋顶六层五层层高层数3.630/3.18015.630标高 H3.000六层上部18.6303.0006.630/6.1809.630/9.180一层%%p0.0003.650/3.20012.630/12.180坡屋顶3.0003.000/3.4503.0003.000四层三层二层屋顶六层五层层高层数3.630/3.18015.630标高H3.000六层上部18.6303.0006.630/6.1809.630/9.180一层%%p0.0003.650/3.20012.630/12.180坡屋顶3.0003.000/3.4503.0003.000四层三层二层屋顶六层五层层高层数3.630/3.18015.630标高H3.000六层上部18.6303.0006.630/6.1809.630/9.180一层%%p0.0003.650/3.20012.630/12.180坡屋顶3.0003.000/3.4503.0003.000四层三层二层屋顶六层五层层高层数3.630/3.18015.630标高H3.000六层上部18.6303.0006.630/6.1809.630/9.180一层%%p0.0003.650/3.20012.630/12.180H-0.220H-0.220H-0.220H-0.220H-0.220H-0.220H-0.220H-0.220H-0.220H-0.220H-0.2201.90017.13010.6807.6804.68013.830TL-1TL-1TL-1TL-1TL-1TL-1TL-1TL-1TL-1TL-1TL-1TL-1L-41.90017.13010.6807.6804.68013.8303.18018.63012.1806.1809.18015.630%%13010@100%%13010@100%%13010@100%%13010@150%%13010@150%%13010@150%%13010@150%%13010@150%%13010@150%%13010@100%%13010@100%%13010@100%%13010@120%%13010@120%%13010@120%%13010@120%%13010@150%%13010@150%%13010@150%%13010@150%%13010@100%%13010@120%%1308@120%%1308@120%%1308@120%%1308@120%%1308@120%%1308@120%%1308@120%%1308@120%%1308@120%%13112@150%%13112@180%%13010@150%%13010@150%%13010@150%%13010@150%%13010@150%%13010@150%%13010@150%%13010@150%%13010@150%%13010@150%%13010@150%%13010@150%%13010@150%%13010@150%%13010@150%%13010@150%%13010@150%%13010@150%%13010@150%%13010@150%%13010@150%%13010@150%%13010@150%%13010@150%%13010@150%%13010@150%%13010@150%%13010@150%%13010@150%%13010@150%%13010@150%%13010@150%%13010@150%%13010@150%%13010@150%%13010@150%%13010@1505%%1308,%%1306@200暗梁板面筋≥la且≥板底筋20d且≥20d坡屋顶屋脊构造%%13112@120%%13112@120%%13112@120%%13112@120%%13112@120%%13112@120%%13112@120%%13112@120%%13112@120%%13112@120%%13112@120%%13112@120%%13112@120%%13112@120%%13112@120%%13112@120%%13116@120%%13116@120%%13116@120%%13116@120%%13116@120%%13116@120%%13116@120%%13114@120%%13114@120%%13114@120%%13114@120%%13114@120%%13114@120%%13114@120%%13112@120%%13112@200%%13112@120%%13112@200%%13112@200%%13112@200%%13112@200%%13112@200%%13112@200%%13112@200%%13112@200%%13112@200%%13112@200%%13112@200%%13112@200%%13112@200%%13112@200%%13112@200%%13112@200%%13112@200%%13112@200%%13112@200%%13112@200%%13112@200%%13112@200%%13112@200%%13112@200%%13112@200%%13112@200%%13112@200%%13112@200%%13112@120%%13114@120%%13114@120%%13112@200%%13114@120%%13114@120%%13112@150%%13112@150%%13112@120%%13112@120%%13112@200%%13112@200%%13112@120%%13112@150%%13112@150%%13112@200%%13112@120%%13112@150%%13112@150%%13112@150%%13116@120%%13112@150%%13112@200%%13112@200%%13112@120%%13112@150%%13112@150%%13112@150%%13116@120%%13112@150DL-3G1--12--22%%13114112%%13122+2%%1312222%%1312222%%13122H-0.1202%%131224%%131222%%131142%%131222%%13122%%1308@100(%%1308@100/200)%%1308@200JL-2JL-2JL-24%%131224%%13122%%13112@4002%%13112%%13112@4002%%13112-2.100(梁长伸过轴线1000)JL-2%%13112@100/200%%1306@200H2%%13116BL-12%%13112%%1306@200H2%%13118BL-22%%13118%%13010@150%%13010@150%%13010@150QL%%13010@150%%13010@150%%1308@200H4%%13122L-12%%13112QLL＝洞口宽＋500（只用于洞口处）2%%131122%%13112%%1306@2002%%13112（间距100只用于外挑部分）%%1308@100/200DL-22%%1311436002302%%13118(2%%13122)H-0.1205400230（间距100只用于外挑部分）%%1308@100/200DL-12%%13114H-0.12018002302%%13120(DL-2a)2%%13118(2%%13122)QLQLQLQLQLQLQLQLQLH-0.1208,DL-3详结施04。8,本层梁均详结施03。8,本层梁均详结施03,结施04。(DL-3a)%%1306@20015.6302%%13120L-22%%13112%%1308@150楼面标高室内顶棚楼面标高滴水线18.20031飘窗大样檐口水沟大样桃檐大样%%1306@200HL-1a2%%131122%%13118(3%%13122)(3%%13122)%%1308@100/2002%%131184%%1312518.630L-3%%1308@6002%%131122%%1312018.630L-44,本层所有梁均沿坡屋顶走向，梁顶与屋面平。%%1308@100/2002%%131123%%13120WL-2%%1308@100/2002%%131122%%13118WBL-1%%1308@100/2002%%131123%%13120WL-1%%1308@100/2002%%131122%%13120WBL-2WL-1a%%1308@100/2002%%131144%%13122WBL-2a素砼整浇屋顶板负筋%%1306@150150%%1306@150%%1306@1501504%%13116%%1306@150锚入两侧构造柱中%%1308@100/2002%%131184%%13122L-518.6302%%131252%%13112%%1308@400QLL＝洞口宽＋500（只用于洞口处）2%%131122%%13112%%1306@2002%%131122%%131122%%13112%%1306@200无边梁处之圈梁1800<洞宽<3000时现浇墙宽3%%131162%%13112%%1306@200240(3%%13116)5002404502404002404002404002403502404204204204204204204204204204204204204204204204204204204201260400240400240hhhh1200120014401800102012001379990015006002400150060042009006004770036002700480026004800270036003600560026004800270036004770036003300200011002400240011001999330036003600300018002100240011002000330036001200137999001500600240015006004200900477003600270048002600480027003600360056002600480027003600477003600330020001100240024001100199933003600360030001800210024001100200033003600240400240300240280~400240280~400240240240400240400240400350400120120120420090018001202402404003501800160051001201201201201800120012001379990015006002400150060042009006004770036002700480026004800270036003600560026004800270036004770036003300200011002400240011001999330036003600300018002100240011002000330036001200137999001500600240015006004200900600477003600270048002600480027003600360056002600480027003600477003600330020001100240024001100199933003600360030001800210024001100200033003600240240240300606012030012010024060400606040040054020030030012012024040060030002000300100035010001000150110110350150X12=18003300240300X11=3300240850850110350150X11=16503300240300X11=3300240850850350110350160X8=128033002402401200300X7=2100850110350160X12=19203300240300X11=3300240850850350350240240100150X10=1500300700240700300X9=2700270024024030030010003501620162090090090030090024007507507507507507507507507502100750750750750150075075075075075075075075075090090075075075075010001000900900750750750210075075075075015007507507507507507507507507507507507507507507507507507507507507507507507501500750750750750210075075075090090090090012001200120012001200120010001000100010009009001200120012001200120012001200120090090090090090090090090010001000900900900900900900100010001000100090090010001000900900900900900900100010009009009009001379990015006002400150060042009001200477003600270048002600480027003600360056002600480027003600477003600330020001100240024001100199933003600360030001800210024001100200033003600