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表建筑工程垂直运输预算定额

时间:2002-01-01 23:53:15 来源:jzgfw.com 作者:发帖专用 点击:
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Kaaa3aaaaaa3aaa调整系数,其值随砂浆强度等级与水泥标号而变化,可按下列经验公式计算:
K=1.1lg(10M)lgRC 4MRC
其值见表235。表235调整系数K值
水泥标号砂浆强度等级
M10M5M2.5M1

4250.9530.8110.6320.480

3250.9890.8420.6900.495

2751.0480.8900.7320.524

225aaa3aaa0.9320.7660.550

表236水泥砂浆配合比
水泥标号砂浆强度等级
M10M7.5M5M2.5

4251∶5.51∶6.71∶8.61∶13.6

3251∶4.81∶5.71∶7.11∶11.5

2751∶5.21∶6.81∶10.5

表237水泥粉煤灰砂浆配合比

砂浆强度等级水泥标号质量配合比(水泥∶粉煤灰∶砂)
M532.5
42.51∶1.5∶8.34
1∶1.5∶10.02
M7.532.5
42.51∶1.1∶5.96
1∶1.1∶7.29M532.5
42.51∶0.3∶4.63
1∶0.8∶5.62
表238建筑工程垂直运输预算定额项目

序号项目划分要点子目划分

1按建筑物总檐高分20m以内,20m以上

2按垂直运输机械分卷扬机、塔吊(20m以上仅考虑塔吊)

3按建筑物用途分住宅,教学及办公用房,医院、宾馆、图书馆、影剧院,商场,多层厂房,科研用房,服务用房等零星建筑,单层厂房

4按建筑物结构类型分混合结构,现浇框架结构,壁板全装配,内浇外砌,其他结构

520m以上建筑工程按照建筑物的檐高(层数)分30m(7~10层),40(11~13层),…每10m(3层),一个步距,按房屋用途和结构类型不同,《基础定额》最高至120m(35~37层),江苏省97估价表最高至150m(44~46层)

表239砂浆标号与强度互换关系表(砌筑用)

原用标号/(kg/cm2)aaa3aaa100aaa3aaa5025104

现用强度等级/MPaM15M10M7.5M5M2.5M1M0.4

注:按1kgf/cm2=0.0981MPa(简化为0.1MPa)换算,如原C10号砂浆,换算成现用等级为100×0.1=10,即为M10,其他类推。

表240标准墙计算厚度表

砖数/厚度1/41/23/4111222123

计算厚度/mm53115180240365490615740

表241烧结普通砖的强度指标

强度等级抗压强度/MPa五块平均值不小于单块最小值不小于抗折强度/MPa五块平均值不小于单块最小值不小于

MU3030216.03.9

MU2525185.03.3

MU2020144.02.6

MU1515103.12.0

MU10106.02.31.3

MU7.57.54.51.81.1
注:若试验结果数值中,有一项达不到强度等级要求的四个指标之一者,应予降级。

表242承重黏土空心砖的强度指标

强度等级抗压强度/MPa五块平均值不小于单块最小值不小于抗折强度/MPa五块平均值不小于单块最小值不小于

MU2020149.456.15

MU1515107.354.75

MU10106.05.303.10

MU7.57(责任编辑:发帖专用)
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