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柱径＝0.270柱高3.510面宽3.780进深4.320进深1.890构件名称长宽高厚（或进深）径1独立柱（中柱）0.2702前檐柱0.2703后檐柱0.2704钻金柱0.2705担梁（麻叶抱头梁）2.6460.3780.2976麻叶抱头梁0.3780.2977随梁1.8900.2030.1358麻叶穿插枋0.2160.1359连笼枋0.2030.10810罩面枋0.2030.10811折柱0.0810.2030.08112绦环板（天花）0.2030.02713雀替0.9450.2030.08114骑马雀替0.0810.8100.1890.4050.29716檐、脊檩、天沟檩0.24317脊枋、天沟枋3.7800.1080.08118燕尾枋0.06819垫板3.7800.2160.06820前檐随檩枋3.7800.0730.06121随檩枋下荷叶墩0.1940.1700.07322月梁0.3670.23823角背0.10824椽、飞椽0.0950.081在一般一殿一卷垂花门中，指垂柱中-后檐中尺寸。在独立柱垂花门中指前后垂柱中-中尺寸。15垂莲柱 垂花门木构件权衡表单位:m工程名称:柱高指由台明上皮至麻叶抱头梁底皮高度。一般面宽3-3.3m25博缝板26滚墩石、抱鼓石1.5750.43227门枕石0.1620.8110.15128下槛3.7800.2160.08129中槛3.7800.1890.08130上槛3.7800.1350.08131抱框0.1890.08132门簪0.5400.15133壶瓶牙子0.3601.0800.068备注一殿一卷垂花门一殿一卷垂花门单卷垂花门独立柱垂花门用于麻叶抱头梁下用于绦环板下（连笼枋）柱上身柱头一殿一卷垂花门在一般一殿一卷垂花门中，指垂柱中-后檐中尺寸。在独立柱垂花门中指前后垂柱中-中尺寸。 垂花门木构件权衡表单位:m柱高指由台明上皮至麻叶抱头梁底皮高度。一般面宽3-3.3m用于独立柱垂花门不含榫长柱径=0.25面宽=3.6构件名称宽（看面）厚（进深）长备注下槛0.200.083.35中槛挂空槛0.170.083.35上槛0.130.083.35风槛0.130.083.35抱框0.170.083.35门框0.180.08间框0.170.08支摘窗间框门头枋0.130.08门头板0.000.03榻板0.000.093.6连楹0.100.05门簪0.13头长为1/7门口宽头长+中槛厚+连楹宽+出榫长门枕0.200.100.5荷叶墩0.150.110.1隔扇边挺0.050.08隔扇抹头0.050.08仔边0.030.05棱花棂条0.030.05普通棂条0.020.02绦环板0.100.02裙板0.8扇宽0.02花（隔）心3/5隔扇高帘架心4/5隔扇高大门边抹0.12.52用于实榻门、攒边门清式木装修各件权衡表单位:m工程名称:（←输尺寸,单位:m,表中数据自动按规则计算。）檐柱径＝0.200廊步＝0.800明间宽＝0.000次间宽=构件名称长宽高厚（或进深）径备注檐柱（小檐柱）2.2000.200金柱（老檐柱）2.6000.230中柱按实际0.260山柱按实际0.260重檐金柱按实际0.260抱头梁1.0000.2800.220五架梁3.6000.3000.240三架梁2.0000.2500.190递角梁正身梁加斜0.3000.240随梁0.2000.160双步梁1.8000.3000.240单步梁1.0000.2500.192六架梁0.3000.240四架梁0.2800.220月梁(顶梁)1.2000.2330.176长趴梁0.3000.240短趴梁0.2400.200抹角梁0.2600.200承重梁0.2600.200踩步梁0.3000.240歇山踩步金0.3000.240歇山太平梁0.2400.200穿插枋1.2000.2000.160檐枋随面宽0.2000.160金枋随面宽0.2000.160上金、脊枋随面宽0.1600.130燕尾枋随檩出梢0.1600.050檐、金、脊檩0.200扶脊木0.160檐垫板、老檐垫板0.1600.050金、脊垫板0.1300.050柁墩0.4000.8上梁厚金瓜柱0.2000.8上梁厚脊瓜柱0.200按举架0.152角背0.8001/2脊瓜柱高1/3自身高老角梁0.2000.133仔角梁0.2000.133由戗0.2000.133凹角老角梁0.1330.133凹角梁盖0.1330.133圆椽0.067方、飞椽0.0670.067花架椽0.0670.067罗锅椽0.0670.067大连檐0.0800.067 小式（或无斗拱大式）建筑木构件权衡表单位:m工程名称:（←输尺寸,单位:m,表中数据自动按规则计算。）小连檐0.0670.020横望板0.013顺望板0.022瓦口0.013衬头木0.067踏脚木0.2000.160草架柱0.1000.100穿0.1000.100山花板0.067博缝板0.4000.067挂落板0.053沿边木0.130楼板0.045楞木0.130柱径=0.27构件名称高宽厚备注台明0.540.648高指陡板高加阶条厚挑山台明山出0.648硬山台明山出0.6012山墙0.621指墙身部分裙肩0.54上身加花碱又名下碱墀头1.8D减金边宽，加咬中。槛墙0.405陡板0.405指台明陡板阶条0.3780.135宽=(1.2-1.6)*柱径角柱裙肩高减押砖板厚同墀头下碱宽0.135押砖板同墀头下碱宽0.135挑檐石0.2025同墀头下碱宽长=廊深+2*柱径腰线石0.1350.2025垂带石0.3780.135厚指斜面厚陡板土衬石0.054燕窝石0.320.128踏跺0.320.128柱顶石0.540.324鼓镜=1/5*D清式砖、石各件权衡尺寸表单位：m工程名称:（←输入主径尺寸,单位:m。）檐柱高=2.90檐柱径=0.25通进深=5.00通面宽=9.90构件名称大式小式台明高0.580.58台明总长（前、后檐）10.3010.30台明总长（两山）5.875.58下檐出0.870.58平台房下出同上檐出同上檐出封后檐下出0.320.28硬山出0.400.40悬山出0.500.50歇山、庑殿山出0.870.58山墙下碱里包金0.190.17山墙下碱外包金0.380.38墀头下碱宽（里咬中）0.030.03墀头下碱宽（外包金）0.380.38墀头小台阶（小台）0.150.08后檐墙里包金0.190.17后檐墙外包金0.290.17槛墙里包金0.170.17槛墙外包金0.170.17金边0.030.03一般不小于1.5尺（←输入通面宽尺寸,单位:m。）说明高指陡板高加阶条厚清式台明各件权衡尺寸表单位：m工程名称:（←输入柱高尺寸,单位:m。）（←输入檐柱径尺寸,单位:m。）（←输入通进深尺寸,单位:m。）斗口＝0.096攒宽＝1.056廊步＝2.3041步架＝2.304明间宽＝6.864次间宽=5.808构件名称长宽高厚（或进深）径备注檐柱（小檐柱）6.7200.576金柱（老檐柱）7.8720.634中柱按实际0.672山柱按实际0.672重檐金柱按实际0.691童柱按实际0.5385.2~6挑尖梁2.9760.576挑尖假梁头0.576挑尖顺梁0.576随梁0.0000.3840.336趴梁0.6240.499踩步金0.6720.576踩步金枋(踩步随梁枋)5.6640.3840.336递角梁对应正身梁加斜对应正身梁高对应正身梁厚递角随梁0.3840.336抹角梁1.4781.162七架梁14.5920.8060.672五架梁9.9840.6720.538三架梁5.3760.5600.430三步梁7.2960.8060.672双步梁4.9920.6720.538单步梁2.6880.8060.672顶梁(月梁)顶步架加2檩径0.8060.672太平梁二步架加檩金盘一份0.8060.672天花梁0.5760.461承重梁0.6400.525帽梁0.384贴梁0.1920.144大额枋按面宽0.5760.461小额枋按面宽0.3840.307重檐上大额枋按面宽0.6340.518单额枋按面宽0.5760.461平板枋按面宽0.3360.192金、脊枋按面宽0.3460.288燕尾枋按出稍0.1920.096 大式建筑木构件权衡表表中数据单位:m工程名称:（←输入斗口尺寸,单位:m,表中数据自动按规则计算。）柱类梁类枋构件名称长宽高厚（或进深）径备注承椽枋按面宽0.4800.384天花枋按面宽0.5760.461穿插枋0.3840.307跨空枋0.3840.307棋枋0.4610.384间枋按面宽0.4990.403挑檐桁0.288正心桁按面宽0.384金桁按面宽0.384脊桁按面宽0.384扶脊木按面宽0.384柁墩0.768按上层梁厚收2寸按实际金瓜柱按厚加1寸按实际按上一层梁收2寸脊瓜柱同三架梁按举架0.366交金墩0.432按上一层梁收2寸雷公柱0.4300.366角背2.3041/2-1/3脊瓜柱高1/3高由额垫板按面宽0.1920.096金、脊垫板按面宽0.3840.096燕尾枋0.3840.096老角梁0.4320.288仔角梁0.4320.288由戗0.3840.288凹角老角梁0.2880.288凹角梁盖0.2880.288圆椽0.144方、飞椽0.1440.144大连檐0.1730.144里口木同此小连檐0.0961.5望板厚横望板0.048顺望板0.029瓦口同望板衬头木0.2880.144踏脚木0.4320.346草架柱0.2210.173燕尾枋0.3840.096穿0.2210.173山花板0.096博缝板0.7680.115挂落板0.096滴珠板0.096沿边木0.3520.213桁檩瓜柱角背垫板角梁椽望歇山悬山楼板枋楼板0.064楞木按面宽0.3200.213清营造寸米斗口6.0寸(一等材)0.192斗口5.5寸0.176斗口5.0寸0.160斗口4.5寸0.144斗口4.0寸0.128斗口3.5寸0.112斗口3.0寸0.096斗口2.5寸0.080斗口2.0寸0.064斗口1.5寸0.048斗口1.0寸(十一等材)0.032歇山悬山楼板斗口尺寸十一等级清营造尺每寸约相当于3.2厘米斗口=0.064单位:m类别构件名称长宽高厚径檐柱4.4800.352柱重檐金柱按实际0.429垂柱按实际0.288类童柱按实际0.288雷公柱按实际0.384五架梁按四步架加梁头2份0.4160.333三架梁按二步架加梁头2份0.3520.272梁随梁按进深0.2430.198挑尖梁按廊步加斜加斗拱出踩加6斗口正心桁中至耍头下皮0.352斜挑尖梁正挑尖梁加斜正心桁中至耍头下皮0.352抱头梁廊步架加檩径1份0.4930.387斜抱头梁正抱头梁加斜0.4930.387长趴梁按实际0.4000.320短趴梁按实际0.3200.256抹角梁按实际0.4000.320抹角随梁按实际0.3200.256类多角形趴梁按实际0.3840.320井字梁按进深加梁头2份0.4160.333井字随梁按进深0.2880.230太平梁0.3200.256额枋0.3520.282枋小额枋0.2400.198檐枋0.3520.282类金、脊枋0.1920.136穿插枋廊步架加2柱径0.2400.198桁挑檐桁（檩）0.192檩正心桁（檩）0.272类檐、金桁（檩）0.256垫檩、金垫板0.2560.064板由额垫板0.1280.064角老、仔角梁0.2720.192梁凹角梁0.1920.192檐椽、花架椽0.096椽飞椽0.0960.096望大连檐0.1150.032连小连檐0.0960.032檐横望板0.019顺望板0.032墩斗2倍童柱径2倍童柱径同童柱径亭子木构件权衡尺寸表（单位：斗口m）工程名称:（←输尺寸,单位:m,表中数据自动按规则计算。）备注柱高为台明上皮至挑檐桁下皮多见于歇山式凉亭多见于