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1、工程量计算规则一览表分部分项名称计算规则图解备注常用基数计算外墙外边线 L外=建筑物平面图外围墙线之和外墙中心线 L中=L外-外墙厚 X 4 内墙净长线 L内=建筑物平面图中所有内墙长度之和建筑物底层面积S底=底层平面图勒脚以上外围水平投影面积L外（平整场地、勒脚、腰线、外墙勾缝抹灰、散水等）L中（外墙挖基槽、垫层、基础砌筑、防潮层、圈梁、墙身砌筑等）L内（内墙挖基槽、垫层、基础砌筑、防潮层、圈梁、墙身砌筑、抹灰等）土石方工程平整场地：1、定义是指建筑场地以内，以设计室外地坪为准，30cm挖、填土方及找平。2、工程量计算方法按建筑物外墙外边线每边各加2m，以平方米计算。（挡土板的工程量按面积计
2、算）计算土石方工程前必须已知的条件：1、土壤及岩石类别的确定：土壤类别：普通土一、二类土；坚土三类土；砂砾坚土四类土。岩石类别：松石、次坚石、普坚石、特坚石2、地下水位标高；地下水位以下的土壤称为干土；以上的土壤称为湿土3、土方|沟槽|基坑挖（填）起止标高、施工方法及运距；挖土深度以设计室外地坪标高为计算起点，施工方法是指人工挖土方或机械挖土方。4、岩石开凿、爆破方法、石渣清运方法及运距；5、其他有关资料。当无施工组织设计时，一般默认的条件是：土壤类别：坚土（三类土），且为干土；施工方法：人工挖（填）土；运输工具：单（双）轮车；运距：50m。其他相关规定1、人工挖湿土时，人工应乘以系数1.18
3、。在同一槽坑内有干、湿土时，应分别计挖地槽（沟槽）1、定义槽底宽度 3m，槽长 3槽宽的挖土。2、工程量计算方法按地槽的横截面面积槽长以m3计算，地槽中内外凸出部分（垛、附墙烟囱）体积并入地槽工程量内计算。3、地槽深度 h地槽底面至设计室外地坪。4、地槽长度外墙按外墙的中心线L 中计算内墙按内墙地槽的净长线L 内槽计算5、地槽宽度图示6、挖地槽工程量计算式1）不放坡、不设挡土板时：V=（B+2C）H（L 中+L内槽）2）由垫层下表面放坡时：V=（B+2C+kH）H（L 中+L内槽）3）由垫层上表面放坡时：V=【BH1+（B+kH2）H2】（L 中+L内槽）4）支设双面挡土板时：V=（B+2C+
4、0.2）H（L 中+L内槽）挖地坑按体积计 算1、定义凡图示基坑底面积在20m2以内，且坑底的长与宽之比小于或等于3 的挖土工程成为挖地坑。2、计算公式1）不放坡不支设挡土板时V=（独立基础垫层长度a2C）（独立基础垫层宽度b2C）H 2）放坡时算，第一步：将同一槽、坑内干湿土的体积分别计算出来。第二步：将湿土乘以系数后加上干土的体积按该槽、坑的全深计算套定额。2、在有挡土板支撑下挖土方时，应按实挖体积确定工程量，套定额时人工乘以系数1.43。3、挖桩间土方时，按实挖体积（扣除桩体所占体积）确定工程量，套定额时人工乘以系数 1.50。4、机械挖土方时，通常还需要人工配合挖土。因此，机械挖土方时
5、，需分别计算机械挖土和人工挖土的工程量。机械挖土工程量可按全部开挖量的90计算。人工挖土工程量按全部开挖量的10计算，且人工挖土项目套用定额时，人工应乘以系数2.0。5、围墙、挡土墙、窨井、化粪池等都不计算平整场地。6、基槽放坡开挖时，在交接处重复工程量不予扣除。但单位工程中如内墙过多、过密，交接处重复计算工程量过大，已超出大开挖的土方量时，应按大开挖计算工程量7、原槽、坑作基础垫层，放坡应自垫层上表面开始计算挖土方按体积计算1、定义凡图示槽底宽度在3m以外，坑底面积在20m2以外，平整场地时挖土方的厚度在30cm以外者，均称为挖土方2、计算方法方格网法（竖向布置）首先根据开挖场地的地形图(或
6、直接测量地形)划分方格网。方格的大小视地形变化的复杂程度及计算要求的精度不同而不同，一般方格的大小为2020m(也可 1010m)。然后按设计总图或竖向布置图，在方格网上套划出方格角点的设计标高(即施工后需达到的高度)和自然标高(原地形高度)，设计标高与自然标高之差即为施工高度，“”表示挖方，“+”表示填方回填土按体积计算回填土包括夯实填土和松散填土两类，按m3计算工程量1、基础回填土VV挖土 V室外设计地坪以下被埋设的基础和垫层2、室内（房心）回填土：室内回填土系为形成室内外高差，而在室外设计地面上、地面垫层以下，房心的部位填设的土体。V室内主墙之间的面积乘以回填土厚度h（S底L 中外墙厚
7、L 内内墙厚）（室内外高差地面垫层厚地面面层厚）土方运输按体积计算1、计算公式 VV挖土（全部挖土）V回填（基础、管道、房心）式中计算结果为正时为余土外运，负值时为亏土内运砌筑工程基础与墙身的划分1、基础与墙(柱)身使用同一种材料时，以设计室内地面为界(有地下室者，以地下室室内设计地面为界)，以下为基础，以上为墙(柱)身。2、基础与墙身采用不同材料时，当材料分界线与室内设计地面高度 h 在300 以内者，以不同材料分界处为界；h 超过 300 时以设计室内地面为界3、砖石围墙以设计室外地坪为分界线，以下为基础，以上为墙身。砌筑工程的内容包括砖石基础、墙体、零星砌体文档编码:CZ3M3N5P3P
8、10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N5P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N5P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N5P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N5P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N5P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N5P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N5P3
9、P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N5P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N5P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N5P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N5P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N5P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N5P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N5P
10、3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N5P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N5P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N5P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N5P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N5P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N5P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N5
11、P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N5P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N5P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N5P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N5P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N5P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N5P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N
12、5P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N5P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N5P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N5P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N5P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N5P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N5P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3
13、N5P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N5P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N5P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N5P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N5P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N5P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N5P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M
14、3N5P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N5P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N5P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N5P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N5P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5文档编码:CZ3M3N5P3P10 HD10Y3F10L6W7 ZY3C7Q2I6I5计算规则砖基础不分墙厚和高度，按图示尺寸以m3计算。基础长度：外墙墙基按外墙的中心线L 中计算；内墙墙
15、基按内墙的净长线L 内计算。不扣除：基础大放脚T形接头处的重叠部分，嵌入基础内的钢筋、铁件、管道、基础防潮层、单个面积在0.3m2以内孔洞所占体积。附墙垛基础宽出部分体积应并入基础工程量内。应扣除：嵌入基础内的钢筋砼柱和地圈梁的体积计算公式砖基础大放脚有等式和不等高式两种砌法，计算公式是：V=墙厚(基础高度折加高度)(L 中L内)梁柱体积墙体砌筑计算规则计算方法：应区分不同墙厚和砌筑砂浆种类以m3计算。应扣除：门窗洞口、过人洞、空圈，嵌入墙身的钢筋砼柱（如 GZ）、梁（GL、QL等），砖平拱，钢筋砖过梁，暖气包壁龛的体积。不扣除：梁头，内外墙板头，檩木，垫木，木楞头，沿椽木，木砖、门窗走头，砖
16、墙内的加固钢筋，木筋，铁件，钢管，每个在0.3m2以下孔洞等所占体积。不增加：凸出墙面的窗台虎头砖，压顶线，山墙泛水，烟囱根，门窗套，三皮砖以内的腰线和挑檐等体积并入：砖垛，三皮砖以上的腰线和挑檐等的体积女儿墙体积分别不同墙厚并入外墙内计算，女儿墙高度自外墙顶面算至女儿墙压顶的下皮。计算公式墙体体积(墙体长度墙体高度门窗洞口面积)墙厚嵌入墙体内的钢筋砼柱、圈梁、过梁体积砖垛、女儿墙等体积墙体长度外墙长度按外墙的中心线L 中计算，内墙长度按内墙的净长线 L 内计算。墙身高度1、外墙墙身高度：坡屋面无檐口天棚者算至屋面板底。有屋架、且室内外均有天棚者，算至屋架下弦另加砖平拱应扣除钢筋砖过梁应扣除所
17、依附的墙体砖垛文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:C
18、W8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN
19、7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6
20、I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码
21、:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7
22、HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 Z
23、Y6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1200mm；无天棚者算至屋架下弦底加300mm，出檐宽度超过 600mm 时，应按实砌高度计算平屋面应算至钢筋砼板底面。2、内墙墙身高度：位于屋架下弦者，其高度算至屋架底。无屋架者，算至天棚底另加100mm。有钢筋砼楼板隔层者，算至板面。有框架梁时，
24、应算至框架梁底面框架结构的填充墙。3、内、外山墙墙身高度：按其平均高度计算。并入框架结构填充墙：框架间砌体，以框架梁柱间的净空面积乘以厚度计算。框架外表镶贴砖部分，应并入框架间砌体工程量内计算。多孔砖墙、空心砖墙按图示厚度以 m3计算，不扣除其孔、空心部分的体积。砌块砌体加气砼墙、硅酸盐砌块墙、水泥煤渣空心墙等，按m3计算按设计规定需要镶嵌砖砌体部分，已包含在定额内，不另计算。其他砌体 4、检查井、化粪池检查井分有地下水和无地下水两种；化粪池有效容积在50 立方米以内时，不分化粪池的形状和深浅，按垫层以上实有外形体积计算。定额中已包括了土方挖、运、填、垫层、板、墙、顶盖、粉刷等，不另计算化粪池
25、有效容积50 立方米以上者，分别列项套用相应定额砌体钢筋加固砌体钢筋加固是指砌体内加固用钢筋，是砖混结构抗震加固的措施。常见的有墙与墙之间和构造柱与墙之间的拉结钢筋加固。砌体钢筋加固的工程量按设计图示尺寸以t 计算。计算方法见下节砼和钢筋砼工程中钢筋工程量的计算。3、厕所蹲台、水槽脚、煤箱、暗沟、台阶挡墙或梯带、花台、花池及支撑地楞的砖墩，房上烟囱及毛石墙的门窗立边、窗台虎头砖等按实砌体积，以m3计算，套用零星砌体项目。砖砌台阶（不包括梯带）按水平投影面积以m2计算。回退300文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 H
26、N7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY
27、6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编
28、码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7
29、 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1
30、ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文
31、档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6
32、X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1工程量计算规则一览表分部分项名称计算规则图解备注砼及钢筋砼工程（现浇砼基础）1、现浇砼基础（1）基础与柱或墙的分界线以基础的扩大顶面为界。以下为基础，以上为柱或墙。（2）墙（柱）下钢筋砼条形基础（带形基础）A、无梁式（板式）带形基础B、有梁式（带肋）带形基础(h34b)基础长度：外墙按L 中，内墙按 L 内A、无梁式（板式）带形基础B、有梁式（带肋）带形基础(h34b)对于 B：
33、当 h34b 时，按有梁式条基计算；h34b时，h1h2 部分按无梁式条基计算，h3 部分按墙体计算。文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编
34、码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7
35、 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1
36、ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文
37、档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6
38、X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G
39、1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1（3）柱下钢筋砼独立基础A、阶台形基础B、锥台形基础A、阶台形基础B、锥台形基础（4）满堂基础筏板基础A、无梁式筏板基础B、有梁式筏板基础A、无梁式筏板基础B、有
40、梁式筏板基础计算规则图解备注文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R
41、1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6
42、N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G
43、1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A
44、6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8
45、H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F
46、3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1分部分项名称砼及钢筋砼工程（现浇砼柱）2、现浇砼柱（1）计算公式（2）柱高的确定A、有梁板柱高，自柱基的上表面至楼板的上表面计算B、无梁板柱高，自柱基的上表面至柱帽的下表面计算C、框架柱柱高，自柱基上表面至柱顶高度计算A、有梁板柱高B、
47、无梁板柱高C、框架柱柱高文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文
48、档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6
49、X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G
50、1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R1文档编码:CW8R8H6N6X7 HN7A2F3G1G1 ZY6I6J10A6R