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(26.627+27.75+41.625+32.483)槽形基挖土]m3 =1000.984 m3
V垫层=[(16.22+4.8+22.4+1.71+1.85)独立柱基垫层+(1.908+2.07+2.862+2.763)条基下垫层]m3
=(46.98+9.603)m3 =56.583m3
V独立柱基础=(79.03+19.827+92.53+7.68+5.66)m3=204.727m3 V砖基础=55.94m3
其中:室外地坪以上体积:V=(2.53+3.08+3.29+4.40)m3
=13.20m3
室外地坪以下体积:V=(7.21+13.45+9.40+12.58)m3
=42.64 m3
V砖基础平台=(6.042+4.956+9.063+8.75)m3
=28.811m3
综上所述基础回填土的工程量:
V=(1000.984 -56.583-204.727-42.94-28.811-14.852-1.967-6.481)m3 =644.923 m3
31.房心回填土工程量:h=回填厚度0.45-0.12=0.33m
回填主墙间面积:S=(42+0.25)3(14.1+0.25)-(112.2+161.15)30.25 =606.288-68.338
=537.95 ㎡
工程量:V=s2h
=537.9530.33m3 =177.824m3
余土外运工程量:V=(1000.984-644.923-177.524)m3
=178.537m3
32. 防潮层铺设
20厚1∶2水泥砂浆加5%防水粉。 L=112.2+161.15=273.35m, S=0.243273.35㎡=65.604m 33.构造柱工程量C30混凝土
±0.000以上女儿墙以下构造柱:h=3.633m=10.8m
三面马牙槎8个V=(0.25+0.06/233)30.25310.838m3 =0.3430.25310.838m3 =7.344m3
四面马牙槎6个V=(0.25+0.06/234)30.25310.836m3 =0.37335310.836m3 =5.994m3
女儿墙中构造柱工程量:
V =(0.24+0.6/232) 30.2430.6324m3=1.037m3 综上所述:构造柱工程量:
主墙:V马牙槎=[1.976 (基础)+13.338(墙体)]m3=15.314m3 女儿墙:V女儿墙=1.037m3
34.钢筋混凝土矩形梁工程量,C30混凝土
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钢筋混凝土梁计算规则。
1.梁与柱连接时,梁长算至柱侧面。
2.主梁与次梁连接时,次梁长算至主梁侧面
有梁板(包括主、次梁与板)按梁、板体积之和计算 一层钢筋混凝土现浇梁
(1)KL1(1)2503400,梁底标高(3.6-0.4)m=3.2m 梁长L=(2.1-0.2-0.25)m =1.65m
工程量V=0.2530.431.65m3=0.165m3
(2)KL2(2)尺寸3003700,梁底标高(3.6-0.7)m=2.9m 梁长L=[14.1-0.532(框架柱宽)-0.25(构造柱宽)]31(根)m =12.85m
工程量V=0.330.7312.85m3=2.699m3
(3)KL3(2)截面3003700,梁底标高(3.6-0.7)m=2.9m 梁长L=[14.1-0.532(框架柱宽)-0.25(构柱宽)]35(根)m =12.8535m =64.25m
工程量V=0.330.7364.25m3=13.493m3
(4)KL4(2)截面尺寸3003700,梁底标高(3.6-0.7)m=2.9m 梁长=[14.1-0.532(框架柱宽)-0.2532(构柱)]31(根)m =12.6m
工程量V=0.330.7312.6m3=2.646m3
(5)KL5(2)截面3003700,梁底标高(3.6-0.7)m=2.9m 梁长=[14.1-0.532(框柱宽)-0.2532(构柱宽)]31(根)m =12.6m
工程量V=0.330.7312.6m3=2.646m3
(6)KL6(7)尺寸3003600,梁底标高(3.6-0.6)m=3m 梁长=[42-730.5(框柱)(A轴线)+(42-730.5(框柱)-0.2533(构柱)(D轴线)]m =(38.5+37.75)m =76.25m
工程量V=0.330.6376.25m3=13.725m3
(7)KL7(8)尺寸2503600,梁底标高(3.6-0.6)m=3.0m 梁长L=(45-0.2537构柱-0.125-0.2)m =42.925m
工程量V=0.2530.6342.925m3=6.439m3 (8)KL8(8),截面3003600,梁底标高(3.6-0.6)m=3.0m 梁长L=(42-0.537框柱-0.25-0.2)m=41.05m 工程量V=0.330.6341.05m3=7.389m3
(9)LL1(1)尺寸2503500,梁底标高(3.6-0.5)m=3.1m。
梁长L=[(6-0.25/2-0.3/2)37(跨AB轴间)+(6-0.332)34(CD间)]m =(40.075+22.8)m =62.85m
工程量V=0.2530.5362.85m3=7.859m3
(10)LL2(1)尺寸2503550,梁底标高(3.6-0.55)m=3.05m
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梁长L=(6-0.3)32m=11.4m
工程量V=0.2530.55311.4m3=1.568m3
(11)LL3(1)尺寸2503400,梁底标高(3.6-0.4)m=3.2m 梁长=[3.9-0.25/2-0.3/2(k6柱)]m=3.625m 工程量V=0.2530.433.625m3=0.363m3
(12)LL4(1)尺寸2503600,梁底标高(3.6-0.6)m=3.0m 梁长=6-0.3/232-0.25m=5.45m
工程量V=0.2530.635.45m3=0.818m3 (13)(板底标高3.5m)
梁底标高 截面尺寸 工程量
2.9m 3003700mm V=(2.699+13.493+2.64632)m3=21.484m33.0m 3003600mm V=(13.725+7.389)m3=21.114m3 3.05m 2503550mm V=1.568m3 3.1m 2503500mm V=7.859m3
3.2m 2503400mm V=(0.363+0.165)m3=0.528m3 3.0m 2503600mm V=(6.038+0.818)m3=7.257m3 V1=(21.484+21.114+1.568+7.859+0.528+7.257)m3 =59.81m3
35.二层混凝土现浇梁,C30混凝土
(1)KL9(1) 尺寸2503400,梁底标高(7.2-0.4)m=6.8m 梁长L=(2.1-0.2-0.25)m=1.65m
工程量V=0.2530.431.65m3=0.165m3
(2)KL10(2)尺寸3003700,梁底标高(7.2-0.7)m=6.5m 梁长L=[14.1-0.532(框架柱)-0.25(构柱)]31(根)m=12.85m 工程量V=0.330.7312.85m3=2.699m3
(3)KL11(2)尺寸3003700,梁底标高(7.2-0.7)m=6.5m 梁长L=[14.1-0.532(框柱)-0.25(构柱)]35(根)m =12.8535m =64.25m
工程量V=0.330.7364.25m3=13.493m3
(4)KL12(2)3003700,梁底标高(7.2-0.7)m=6.5m 梁长L=[14.1-0.532(框柱)-0.2532(构柱)]31跨m =12.6m
工程量V=0.330.7312.6m3=2.646m3
(5)KL13(2)尺寸3003700,梁底标高(7.2-0.7)m=6.5m 梁长L=[14.1-0.532(框柱)-0.2532(构柱)]31跨m =12.6m
工程量V=0.330.7312.6m3=2.646m3
(6)KL6(7)3003600,梁底标高(7.2-0.7)m=6.6m 梁长L=[42-730.5(框柱)-0.2533(构柱)]m=37.75m V=37.7530.330.6m3=6.795m3
(7)KL14(7)3003600,梁底标高(7.2-0.6)m=6.6m L=[42-730.5(框柱)]m=38.5m V=0.330.6338.5m3=6.93m3
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(8)KL7(8)2503600,梁底标高(7.2-0.6)m=6.6m 梁长L=(45-0.2537构柱-0.125-0.2)m
=42.925m(同一层)
工程量V=0.2530.6342.925m3=6.439m3
(9)KL8(8)3003600,梁底标高(7.2-0.6)m=6.6m 梁长L=(45-0.537框柱-0.25-0.2)m=41.05m 工程量V=0.330.6341.05m3=7.389m3
(10)LL1(1),2503500,梁底标高(7.2-0.5)m=6.7m
梁长L=[(6-0.25/2-0.3/2)37(跨AB轴间)+(6-0.3/232)34(CD间)]m =(40.075+22.8)m =62.85m
工程量V=0.2530.5362.85m3=7.859m3
(11)LL2(1),2503550,梁底标高(7.2-0.55)m=6.65m 梁长L=(6-0.3)32m=11.4m
工程量V=0.2530.55311.4m3=1.568m3
(12)LL3(1)2503400,梁底标高(7.2-0.4)m=6.8m 梁长=[3.9-0.25/2-0.3/2(构柱)]m=3.625m 工程量V=0.2530.433.625m3=0.363m3
(13)LL4(1),2503600,梁底标高(7.2-0.6)m=6.6m 梁长=6-0.3/232-0.25m=5.45m
工程量V=0.2530.635.45m3=0.818m3 综上所述:二层混凝土现浇梁中:(二层工程量) 梁底标高 截面尺寸 工程量
6.5m 3003700mm V=(2.699+13.493+2.64632)m3=21.484m36.6m 3003600mm V=(13.725+7.389)m3=21.144m3 6.65m 2503550mm V=1.568m3 6.7m 2503500mm V=7.859m3
6.8m 2503400mm V=(0.363+0.165)m3=0.528m3 6.6m 2503600mm V=(6.439+0.818)m3=7.257m3 V2=(21.484+21.114+1.568+7.859+0.528+7.257)m3 =59.81m3
36.三层钢筋混凝土现浇梁:C30混凝土 (1)WKL15(1),2503400,梁底标高(10.8-0.4)m=10.4m 梁长L=(2.1-0.2-0.25)m=1.65m
工程量V=0.2530.431.65m3=0.165m3
(2)WKL16(2),3003700,梁底标高(10.8-0.7)m=10.1m 梁长L=[14.1-0.532(框架柱)-0.25(构柱)]31(根)m=12.85m 工程量V=0.330.7312.85m3=2.699m3
(3)WKL17(2),3003700,梁底标高(10.8-0.7)m=10.1m 梁长L=[14.1-0.532(框柱)-0.25(构柱)]35(根)m =12.8535m =64.25m
工程量V=0.330.7364.25m3=13.493m3
(4)WKL18(2),3003700,梁底标高(10.8-0.7)m=10.1m
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