基本信息出版社：中国电力出版社
页码：45 页
出版日期：2009年04月
ISBN：9787508385525
条形码：9787508385525
版本：第1版
装帧：平装
开本：32
正文语种：英语
内容简介 《DL／T5363—2006水工碾压式沥青混凝土施工规范(英文版)》主要内容包括： Scope、Normative References、Terms and Definitions、General、Materials、 Bitumen、Aggregate、Filler等等。
编辑推荐 《DL／T5363—2006水工碾压式沥青混凝土施工规范(英文版)》是中华人民共和国国家发展和改革委员会编写的，由中国电力出版社出版。
目录
Foreword
1 Scope
2 Normative References
3 Terms and Definitions
4 General
5 Materials
5.1 Bitumen
5.2 Aggregate
5.3 Filler
5.4 Modifier
6 Determination of Mix Proportion
7 Preparation and Transportation of Bituminous Mixture
7.1 Batching Plant (Station)
7.2 Heating of Raw Material
7.3 Batching
7.4 Mixing
7.5 Transportation
8 Placement of Bituminous Concrete Facing
8.1 General Provisions
8.2 Construction of Bedding Layer
8.3 Paving of Bituminous Mixture
8.4 Compaction of Bituminous Mixture
8.5 Construction Joint and Treatment between Layers
8.6 Connection between Facing and Rigid Structures
8.7 Construction of Confining Layer
9 Paving of Bituminous Concrete Core
9.1 Preparation before Construction
9.2 Formwork
9.3 Paving of Intermediate Material
9.4 Spreading of Bituminous Mixture
9.5 Compaction of Bituminous Mixture
9.6 Construction Joint and Surface Treatment
10 Bituminous Concrete Construction in Low Temperature and Rainy Season
10.1 Low Temperature Construction and Winter Protection
10.2 Construction in Rainy Season and Flood Protection
11 Safety Monitoring
11.1 General
11.2 Installation and Observation
12 Construction Quality Control
12.1 Inspection and Control of Raw Materials
12.2 Quality Inspection and Control for Preparing Bituminous Mixture
12.3 Quality Inspection and Control of Bituminous Concrete Construction
……
序言 This Standard is revised according to the requirement of "Notice on the Plan of Formulating Industrial Standards in 2006" issued by the General Office of National Development and Reform Commission （No. 1093）.
"Construction Specification for the Roller Compacted Bituminous Concrete Core of Earth and Rockfill Dam （Tentative）" （SD 220－1987） has been implemented for 20 years since being issued in 1987, it has played an active role in promoting the development of construction technology for hydraulic bituminous concrete and assuring the project quality in China. Due to its good performance in anti-seepage and adaptation to the settlement and deformation of earth-rockfill dams, the bituminous concrete has been increasingly applied to hydraulic structures and its construction technology and special construction equipment have become matured. In recent years, bituminous concrete anti-seepage technology has been applied in the upper reservoir of Tianhuangping Pumped Storage Power Station in Zhejiang Province, the upper reservoir of Zhanghewan Pumped Storage Power Station in Hebei Province, the Maopingxi Auxiliary Dam of Three Gorges Project in Hubei Province, the Yele Hydropower Station dam on Nanya River in Sichuan Province and the Nierji Hydropower Station Dam in Northeast China. With the progress of science and technology, the improvement of construction equipment and the innovation of construction technology for hydraulic bituminous concrete, SD 220－1987 is necessary to be.
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6 Determination of Mix Proportion
6.0.1 The mix proportion shall be determined in three stages: lab test of mix design, trial placement and productive test.
6.0.2 Through lab test of mix design, two or three mix proportions of bituminous concrete shall be chosen for trial placement according to the design requirements.
6.0.3 The lab mix proportion of bituminous concrete shall be demonstrated and adjusted by trial placement to determine the productive mix design to know well the work process of bituminous concrete, such as material preparation, mixing, storage, transportation, paving, compaction and inspection, and to obtain and determine various construction parameters. The trial placement shall be carried out outside the paving working surface. It may be carried out at the paving locations through technical demonstration.
6.0.4 The productive test shall be carded out at the paving location of work with the mix proportion obtained through trial placement, demonstrating and adjusting the technical parameters for construction and determining the mix proportion for construction.
6.0.5 The construction mix proportion determined through tests shall not be changed at will. During production, if changes occur in grading of aggregate, the mix proportion shall be adjusted in time; if changes occur in the quality of bitumen or mineral material, mix proportion shall be retested.