二造管理基础知识考前100题Word文档下载推荐.docx
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200,设置在普通楼层内墙洞口上沿L=1.3mGL1为250×
200,设置在普通楼层内墙洞口上沿L=1.5m
地下室:
LL2是从地下室采光窗顶至一层楼窗台上h=1.03m地下室:
AL2是从地下室门洞口上尺寸250×
500
顶层:
LL3是从顶层窗上沿至顶层楼板面
h=(3.6-1.5-0.9)m=1.2m
顶层:
AL3是设在顶层内墙洞口上,尺寸250×
500十七、雨篷板采用现浇混凝土外挑雨篷,L=1800mm
十八、女儿墙(h=200mm),详图未给,故工程量在此不计,费用不列入总造价
十九、地面做法(水泥地面)地下室、台阶地面
·
20厚1∶25的水泥砂浆抹面压光
素水泥结合层一道
60厚C10混凝土垫层
素土夯实
二十、地面2做法:
用于电梯间
20厚1∶2.5的水泥砂浆抹面压光
素水泥浆结合层一道
80厚C10混凝土垫层
二十一、楼地面(地砖楼面)做法:
8-10厚地砖,素水泥擦缝
3-4厚水泥胶结合层
20厚1∶3水泥砂浆找平
二十二、楼梯面做法:
(台阶做法同楼梯)
8m1∶2.5的水泥砂浆抹面压光
20厚1∶3水泥砂浆找平层
素水泥浆结合层
二十三、踢脚线做法:
15厚1∶3水泥砂浆
刷素水泥浆一道
5厚釉面瓷砖,白水泥勾缝
内墙1:
石灰砂浆用于普通内墙做法:
18厚1∶3石灰砂浆
2厚麻刀(或纸筋)石灰面
内墙2:
用于厨房、卫生间内墙裙
15厚1∶2水泥砂浆
刷素水泥浆一道3-4厚水泥胶结合层
8-10厚地砖,水泥浆擦缝或1∶1水泥砂浆勾缝外墙1:
外墙勒脚(斩假石)
作法:
15厚1∶3水泥沙浆
10厚1∶1.5水泥砂子用斧斩毛
外墙2:
喷塑外墙,用于勒脚以上外墙面做法:
12厚1∶3水泥砂浆
8厚1∶2.5水泥砂浆抹面
喷塑面(包括:
底涂料、骨料、面涂料、罩光涂料等四道约2mm厚)
天棚做法:
(普通)·
混凝土天棚抹3-5mm厚混合砂浆
天棚喷合成树脂乳液
卫生间天棚:
单层u型龙骨
PVC板吊顶
门窗洞口汇总表
M序号
宽
高
扇/樘数
标注
M-1
1200
2100
6×
11(层)=66
镶板木门
M-2
10×
11(层)=110
铝合金推拉玻璃门
M-3
1000
8×
11(层)=88
平开胶合板木门
M-4
800
14×
11(层)=154
铝合金推拉窗
M-5
780
4×
11(层)=44
铝合金百叶门
M-6
2×
11(层)=22
安全木门
M-7
1500
3×
1(层)=3
木质安全门
M-8
1(层)=8
M-9
1800
42×
1(层)=42
胶合板木门
C
C-1
C-2
铝合金百页窗
C-3
600
C-4
1500+200×
2
铝合金外飘窗
C-5
铝合金门连窗
C-6
1800+200×
C-7
11(层)+10=32
铝合金平开窗
C-8
300
C-9
圆弧形铝合金平开窗
C-10
36×
1(层)=36
铝合金推拉采光窗
定额工程量
1建筑面积:
首层:
○A○F轴线间与⑥○14轴间:
S1={(12.8+0.25)×
(15.2+0.25)-2.05×
(4.3-0.25)×
2(○C○F
间)-0.9×
(8-0.25-0.25)(○A○1/○A)+1/2×
1×
(4.3-0.25)×
2(阳台3、阳台5)+[(0.9+0.3)×
(8-0.25)+(1/6×
π×
62-33×
1/2)圆弧]×
1/2}m2
=[12.8×
15.48-16.605-6.75-4.05+(9.3+3.25)×
1/2]m2
=185.114m2
○F○K轴与④○15轴线间
S2={(7.5+0.25)×
(24+0.25)-(2.7-0.25)×
(4.5-1.36)(⑨○11
间)+[1.2×
4.2×
2+1/6×
3.14×
62-1/2×
33]×
1/2(2个
阳台1)}m2
=(187.94-7.69+6.67)m2
=186.92m2
○G○K与①④轴间
S3={9.9×
(6+0.25)-1.5×
(3-0.25)(○G○H间)+[6.126(同阳台
1)+1/2×
0.8×
1.38](阳台4)×
=(61.875-4.125+3.339)m2
=61.09m2
○5′○8′与○A′○D′间
S4={(7.8+0.25)×
(7.2+0.25)-1/2×
33(缺
口)+(1.5+1.8)×
1.2×
1/2(阳台6)+(4+3.25)×
1.5×
1/2×
1/2(阳台)}m2
=(59.973-7.79+1.98+2.91)m2
=57.07m2
综合以上得首层建筑面积
S=S1+S2+2S3+2S4
=(185.114+186.92+2×
61.09+2×
57.07)m2
=608.35m2
注:
独立柱的雨篷按其水平投影一半面积计算,无柱雨篷计算建筑面积。
地下室建筑面积为首层建筑面积扣除阳台面积:
S=S首层-S阳台
=608.35-(4.05+6.28+6.67+3.34+1.98+2.91)m2
=583.12m2
标准层及顶层建筑面积(每一层)
S=S首层=608.35m2
综上所述,该建筑的建筑面积:
S=S地下室+S首层+10×
S标准层
=583.12+608.35×
11
=7274.97m2
2场地平整:
S=S首层×
1.4=851.69m2
3挖土方:
定额中,挖土5m以内,放坡土方增量折算厚度为0。
7m
开挖深度h=[(3-0.45(室内外高差)+0.7(折算厚度)+0.1(垫层)
厚+0.5(基础厚)]m
=(3.35+0.5)m
=3.85m
基础挖槽宽应外加300mm(每边)
挖基础底面积:
S1=[(15.2+0.25+0.2+0.6)×
(12.8+0.1+0.3+0.125)(○A○F与
⑥○14间)-2.05×
4.3×
2(○C○F间)]m2
=(16.25×
13.35-17.63)m2
=(216.53-17.63)m2
=198.9m2
S2为①○18轴与○F○K轴间
S2=[(24+9.9×
2)×
(3+2.7+1.8+0.2+0.6)-3×
(3-0.25)×
2③
④间-1.5×
(4.2+2.7)×
2①③间-(4.2×
2+2.7)×
(0.1+0.3)
⑦○13间外扩宽面积]m2
=(363.54-16.5-10.35×
2-3.1)m2
=321.9m2
斜轴线基础面积S3=[(3.3×
2+1.2+0.25+0.2+0.6)×
(1.8+1.5×
2+2.4+0.25+0.2+0.6)-1/2×
(3.3×
2+1.2-1.8+0.1+0.3)×
(1.5×
2+1.8+2.4-4.5+0.1+0.3)缺角面积]m2
=(8.85×
8.25-1/2×
6.4×
3)m2
=(73.013-9.92)m2
=63.093m2
综上所述挖基坑底面积:
S=S1+S2+2S3
=(198.90+321.9+63.093×
2)m2
=646.98m2
挖土工程量:
V=sh=646.978×
3.85m3=2471.62m3
4基础(C25混凝土)工程量基础底面积:
AF与⑥○14间
S1=[(15.2+0.25)×
(12.8+0.125)-2.05×
2]m2
=(199.69-17.63)m2
=182.06m2
○18与○F○K之间
(3+2.7+1.8)-3×
2(③④间)-1.5
×
2(①③之间)]m2
=(328.5-16.5-10.35)m2
=301.65m2
斜轴线基础面积:
S3=[(3.3×
2+1.2+0.25)×
2+2.4+0.25)-1/2×
(3.3×
2+1.2-1.8)×
(1.5×
2+1.8+2.4-4.5)(缺角面积)]m2
=(8.05×
7.45-1/2×
2.7)m2
=(59.973-8.1)m2
=51.87m2
则基础底面积:
=(182.06+301.65+2×
51.873)m2
=587.46m2
基础工程量:
V=sh=587.46×
0.5m3
=293.73m3
5基础垫层工程量:
(三七灰土垫层)h=0.1m
垫层底面积:
○A○F与⑥○14间:
S1=[(15.2+0.25+0.2)×
(12.8+0.1+0.125)-2.05×
2(○C○F之间)]m2
=186.21m2
○18轴与○F○K间S2=[(24+9.9×
(3+2.7+1.8+0.2+0.25)-3×
2(③④间)-1.5×
2(①③间)-(4.2×
0.1(垫层宽)]m2
=(39.8×
7.7-16.5-10.35×
2-1.11)m2
=(348.21-16.5-20.7-1.11)m2
=320.25m2
斜轴线垫层面积S3=[(3.3×
2+1.2+0.25+0.2)×
2+2.4+0.25+0.2)-1/2×
2+1.2-1.8+0.1)×
2+1.8+2.4-4.5+0.1)]m2
=(8.25×
7.65-1/2×
6.1×
2.8)m2
=(63.113-8.54)m2
=54.573m2
则垫层底面积
=(186.21+320.25+2×
54.57)m2
=615.6m2
垫层工程量
V=sh=615.6×
0.1m3
=61.56m3
6原土打夯工程量:
S=S垫层底面积=615.6m2
7回填土:
负一层结构外边线底面积
S=S基础底面积=587.46m2
则室外地坪以下负一层体积
V=sh=587.46×
(3-0.45)m3=1498.02m3
则回填土工程量
V=V挖土-V垫层-V基础-V±
0.000以下负一层体积
=(2471.62-61.56-293.73-1498.02)m3
=618.31m3
8余土外运工程量
V=V挖土-V回填土
=(2471.62-618.31)m3
=1853.31m3
二、混凝土工程
(1)柱工程量
高H=(3.6×
11+3)m=42.6mAZ1(4根)
S1=(0.25×
0.55+0.3×
0.25+0.3×
0.25-1/2×
0.12×
0.25)m2
=(0.1375+0.15-0.015)m2
=0.2725m2
AZ1的工程量
V=S1h×
4根=0.2725×
42.6×
4m3=46.434m3
扣除AZ1穿过穿洞口即C-8、C-9
V扣=[0.3×
0.5×
11(11个C-8)+0.3×
11(C-9)]×
2(两侧)×
0.25m3
=(1.65+4.95)×
=3.3m3
综上AZ1体积
V=(46.434-3.3)m3=43.134m3
其中,±
0.000以下体积V下=0.2725×
3m3=3.27m3
±
0.000以上体积V上=V-V下=(43.134-3.27)m3=39.864m3YY2(1根)
S2=0.25×
(1.75+1.45-0.25)m2
=0.25×
2.95m2
=0.7375m2
YY2的工程量
V=S2h=0.7375×
1(根)m3=31.418m3
0.000以下体积V下=0.7375×
3m3=2.213m3
0.000以上体积V上=(31.418-2.213)m3=29.205m3
合计
(1)柱工程量
V=VAZ1+VYY2=(43.134+31.418)m3=74.552m3
0.000以下体积V下=(2.213+3.27)m3=5.483m3
0.000以上体积V上=(29.205+39.864)m3=69.069m3
(2)剪力构造柱工程量H=(3.6×
11+3)m=42.6m
①GJZ1(14根)S=(0.6+0.3+0.25)×
0.25m2
=1.15×
=0.2875m2V=0.2875×
42.6m3=12.248×
14m3=171.465m3
0.000以上体积:
V上=0.2875×
3.6×
11m3=159.39m3
0.000以下体积:
V下=0.2875×
3m3=12.075m3
②GJZ2(6根)S=(0.55+0.3)×
=0.85×
=0.2125m2V=sh×
6=0.2125×
6=54.315m3
V上=0.2125×
39.6×
6m3=50.49m3
V下=0.2125×
6m3=3.82m3
GYZ1(4根)
S=(1.15+0.6-0.25)×
=1.5×
=0.375m2V=sh×
4=0.375×
4m3=63.9m3
V上=0.375×
4m3=59.4m3
V下=0.375×
4m3=4.5m3
GYZ2(4根)S=(0.85+0.3)×
=0.2875m2
V=sh×
4根=0.2875×
4m3
=12.248×
=48.99m3
4m3=45.54m3
4m3=3.45m3
GAZ1(2根)S=0.3×
0.25m2=0.075m2
2根=0.075×
3m3
=(3.195×
2)m3
=6.39m3
V上=0.075×
2m3=5.94m3
V下=0.075×
2m3=0.45m3
综上所述,构造柱积:
V=VGJZ1+VGJZ2+VGYZ1+VGYZ2+VGAZ1
=(171.465+54.315+63.9+48.99+6.39)m3
=345.06m3
0.000以上部分体积:
V上=VGJZ1上+VGJZ2上+VGYZ1上+VGYZ2上+VGAZ1上
=(159.39+50.49+59.4+45.54+5.94)m3
=320.76m3
0.000以下体积:
V下=V-V上=345.06-320.76m3=24.3m3
2剪力墙梁
剪力墙暗柱V=(43.134+6.39)m3=49.524m3
其它柱V=[(31.418+(345.06-6.39)]m3
=(31.418+338.67)m3
=370.088m3
LL1的长度暗柱并入墙工程量
L={[(7.2-0.3-0.125)①+(4.5-0.3-0.3-0.25)②+
(4.2-0.3-0.3-0.25)×
2○3+3.0○4+(3.3+3.15-0.3-0.25)
○5+(4.2-0.6-0.3-0.25)○6+(2.1+2.2-0.125)○7+(0.9+3.6+
1.8+2.2-0.6-0.3-0.25)○8+(3.6-0.3×
2-0.25)○9+
(4-0.3-0.6-0.25)○10]×
2+[(15.2-(2.05+2.64)×
2]
○11+2.7○12}m
=[(6.775+3.65+3.35×
2+5.9+3.05+3.175+3.0+7.35+2.75+2.85)×
2+5.82+2.7]m
=(190.4+5.82+2.7)m
=98.92m
LL1的截面积为250×
则V′=98.92×
0.25×
2.1×
10(层)m3=519.33m3
LL1下洞口应扣面积:
门应扣除高度(3.6-2.1)m=1.5m(2.1-1.5)m=0.6m
门框顶标高2.1m窗框顶相对楼面标高2.4m
统计LL1下门窗洞口个数:
(单层)
LL1-①:
M-2×
C-4×
2C-5×
LL1-②:
LL1-③:
C-9(1800-300)宽×
LL1-⑤:
C-3×
C-2×
2C-8×
LL1-⑥:
LL1-⑦:
M-5×
C-5×
2门连窗
LL1-⑧:
LL1-⑨:
C-1×
LL1-⑩:
M-2×
2LL1-○11:
M-1×
2LL1-○12:
C-7×
1
合计:
M-1(2个)M-2(10个)M-5(4个)M-7(1个)C-1(2个)C-3(4个)C-4(6个)C-5(6个)
S门=(1.2×
10+1×
1.5+4×
0.78+2×
1.2)×
0.6×
10(层)m2
=(12+3.12+1.5+2.4)×
10m2
=19.02×
=114.12m2
S窗=(1.9×
6+0.6×
6+0.3×
4+1.5×
0.9×
=(11.4+3.6+1.2+3)×
=172.8m2
应扣门窗洞口体积:
V=(114.4+172.8)×
0.25m3=71.73m3
则LL1的体积VLL1=(519.33-71.73)m3=447.6m3
(2)AL1的长度
L=[(3.3+3.15)×
2①+(4.2-0.3×
2-0.25)×
2②+3.6×
2③]
m
=(6.45+3.35+3.6)×
2m
=13.4×
=26.8m
AL1的截面250×
V=26.8×
10(层)m3
=3.475×
10m3
=33.5m3
(3)地下室剪力墙梁LL2
LL2长l={[(7.2-0.3-0.125)+(4.2-0.3×
2-0.25)×
2+
(2.7-0.125)(2.7-0.6-0.3-0.25)+(3.0-0.3-0.3-0.25)
+(3.3-0.3-0.125)+(3.3+3.15-0.3-0.25)+(3.6-0.6-0.25)
+(4.2-0.6-0.3-0.25)+(4.0-0.3-0.6-0.25)+
(0.9+3.6+1.8+2.2-0.6-0.3-0.25)+(2.1+2.2)]×
2+2.7}
=
[(6.775+6.7+2.575+1.55+2.15+3.0+2.875+6.025+3.05+2.75+2.85+7.35+4.3)×
2+2.7]m
=(51.95×
2+2.7)m
=106.6m
LL2截面尺寸250×
1030
则V′=106.6×
1.03×
1(层)m3=27.45m3