|本期目录/Table of Contents|

[1]陈 霄,侯 波,胡 雷,等.钢板组合梁桥预算定额幅度差系数研究[J].建筑科学与工程学报,2022,39(02):128-134.[doi:10.19815/j.jace.2021.11054]
 CHEN Xiao,HOU Bo,HU Lei,et al.Calculating Method for Amplitude Difference Coefficient of Budget Quota for Steel Plate Composite Beam Bridges[J].Journal of Architecture and Civil Engineering,2022,39(02):128-134.[doi:10.19815/j.jace.2021.11054]
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钢板组合梁桥预算定额幅度差系数研究(PDF)
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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
39卷
期数:
2022年02期
页码:
128-134
栏目:
桥梁工程
出版日期:
2022-03-30

文章信息/Info

Title:
Calculating Method for Amplitude Difference Coefficient of Budget Quota for Steel Plate Composite Beam Bridges
文章编号:
1673-2049(2022)02-0128-07
作者:
陈 霄1侯 波2胡 雷2刘永健1史小丽1陆力伟1
(1. 长安大学 公路学院,陕西 西安 710064; 2. 陕西省交通运输工程造价事务中心,陕西 西安 710075)
Author(s):
CHEN Xiao1 HOU Bo2 HU Lei2 LIU Yong-jian1 SHI Xiao-li1 LU Li-wei1
(1. School of Highway, Chang'an University, Xi'an 710064, Shaanxi, China; 2. Shaanxi Transportation Engineering Cost Affairs Center, Xi'an 710075, Shaanxi, China)
关键词:
桥梁工程 钢板组合梁 施工定额测定 预算定额编制 幅度差系数 层次分析法
Keywords:
bridge engineering steel plate composite beam bridge measurement of construction quota compiling of budget quota amplitude difference coefficient analytic hierarchy process
分类号:
U445.2
DOI:
10.19815/j.jace.2021.11054
文献标志码:
A
摘要:
为填补中国公路工程领域相关预算定额研究的空白,为钢板组合梁桥的技术经济性分析提供研究基础并进一步推广该桥型,对钢板组合梁桥的预算定额编制方法展开研究。采用工作分解结构(WBS)分析法对钢板组合梁桥钢主梁加工制作工序进行划分,结合文献研究和依托工程确定了预算定额的定额单位、工程内容、定额子目等基本信息; 制订了综合技术测定法与比较类推法的施工定额编制方法,并对3家钢结构企业进行实地调研,现场测定了人工、材料、机械消耗项目与消耗量; 引入美国工程管理界效率系数的概念,确定了钢板组合梁桥预算定额幅度差系数极值区间为[1.23,1.75]; 通过对比已有统计数据并进行差异分析,验证了该幅度差系数取值范围的合理性; 根据层次分析法搭建了幅度差系数层次模型,并且通过构造判断矩阵及进行重要性评分确定了幅度差系数理论影响因素在具体工程下的相对权重,最终确定了机械幅度差系数取值为1.45,人工幅度差系数取值为1.33。结果表明:该研究完善了钢板组合梁桥预算定额编制方法。
Abstract:
In order to fill the gap of budget quotas in the field of China highway engineering, provide a research basis for the technical and economic analysis of steel plate composite beam bridges, and further promote this bridge, the compilation method of budget quota of steel plate composite beam bridge was studied. The manufacturing process of steel beam of steel plate composite beam bridge was divided by using work breakdown structure(WBS)analysis method. Combining the literature research and support project, the basic information such as quota unit, project content, and quota sub-items of the budget quota were determined. The compilation method of construction quota was devised by integrating technical measurement method and comparative analogy method, and the field investigation was carried out on three steel structure enterprises to determine the consumption items and consumption of labor, materials, and machinery. Introducing the concept of efficiency coefficient of American engineering management, it was determined that the specific value range amplitude difference coefficient was [1.23,1.75]. By comparing with the existing statistical data and analyzing the difference, the rationality of the value range of the amplitude difference coefficient was verified. According to the analytic hierarchy process, the hierarchical model of the amplitude difference coefficient was established, and the relative weight of the theoretical influencing factors of the amplitude difference coefficient under the specific project was determined by constructing the judgment matrix and scoring the importance. Finally, it was determined that the value of the mechanical amplitude difference coefficient was 1.45, and the value of the manual amplitude difference coefficient was 1.33. The results show that the study improves the budget quota preparation method of steel plate composite beam bridge.

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备注/Memo

备注/Memo:
收稿日期:2021-11-12
基金项目:陕西省交通运输厅交通科研项目(19-13K)
作者简介:陈 霄(1998-),女,陕西西安人,工学硕士研究生,E-mail:chdcherish@163.com。通信作者:刘永健(1966-),男,江西玉山人,教授,博士研究生导师,工学博士,E-mail:lyj.chd@gmail.com。
更新日期/Last Update: 2022-03-20