書(shū)????名 | 漿砌石壩設(shè)計(jì)規(guī)范 | 作????者 | 中國(guó)水利水電出版社 |
---|---|---|---|
出版社 | 中國(guó)水利水電出版社 | ISBN | 9787517056263 |
Introduction to English Version
Foreword
1 General Provisions .
2 Terms and Symbols
2.1 Terms
2.2 Symbols
3 Dam Materials and Design Indexes of Stone Masonry
3.1 Dam Materials
3.2 Design Indexes of Stone Masonry
4 Loads and Load Combinations
4.1 Loads
4.2 Load Combinations
5 Stone Masonry Gravity Dam
5.1 Dam Layout
5.2 Dam Structure
5.3 Calculation of Dam Sliding Stability
5.4 Calculation of Dam Stresses
5.5 Dam Temperature Control and Crack Prevention
6 Stone Masonry Arch Dam
6.1 Dam Site, Dam Axis and Dam Layout
6.2 Dam Stress Analysis
6.3 Abutment Stability Analysis
6.4 Temperature Control
7 Dam Seepage Control
7.1General Provisions
7.2 Impervious Concrete Face Slab and Core
7.3 Seepage Controlof Dam Body
7.4 Transverse Joints, Water Stop and Drainage
8 Treatment of Dam Foundation
9 Dam Structure
9.1 Crest Layout and Transportation
9.2 Galleries and Openings
9.3 Joints, Drainage and Foundation Bedding
10 Safety Monitoring Design
10.1 General Principles
10.2 Monitoring Items and Monitoring Facility Layout
Annex A Main Mechanical Indexes of Stone Masonry
Annex B Test Methods of Deformation (Elastic) Modulus and Compressive Strength of Stone Masonry
Annex C Calculation Formulas of Loads
Annex D Time Limitation for Calculations of Sedimentation in Front of Dam
Annex E Safety Factors of Deep Sliding Stability and the Formulas for Stone Masonry Material Mechanics Dam Foundation
Annex F Stress Calculations of Stone Masonry Gravity Dam with the Gravity Method, Considering the Distinct Elastic Moduli of Face Slab and Stone Masonry
Annex G Calculation of Stresses of Gravity Block and Thrust Block with the Material Mechanics Method
Explanation of Wording
2100433B
To keep pace with development of stone masonry dam construction and standardize the design of stone masonry dams, Design specification for stone masonry dams (SL25-91) is revised to this Code so that the stone masonry dam design could be safe and applicable, economically viable, technology updated and quality ensured. This Code is applicable to the design of Class 2 and Class 3 masonry dams for large and medium water resources and hydropower projects or Class 4 and Class 5 masonry dams over 50m high. It may also be used as a reference for the design of other masonry dams.
漿砌石壩的造價(jià)在20000W左右。技術(shù)要求 1、 ??準(zhǔn)確測(cè)量放線(xiàn),控制好護(hù)坡位置,保證厚度。 2、 ?...
河北郊區(qū)漿砌石壩包工包料多少錢(qián)1立方,3:7灰土墊層,上面漿砌,上面防水 大約有105000立方量,河北廊坊的項(xiàng)目,大約多少錢(qián)一立方能下來(lái)? 答:大約280元一立方能下來(lái)
漿砌石施工規(guī)范如下: 1、砌筑順序: 1)梯形明渠,宜先砌渠底后砌渠坡。砌渠坡時(shí),應(yīng)從坡腳開(kāi)始,由下而上分層砌筑;U形和弧形明渠、拱形...
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頁(yè)數(shù): 71頁(yè)
評(píng)分: 4.5
漿砌石壩設(shè)計(jì)規(guī)范
格式:pdf
大小:3.9MB
頁(yè)數(shù): 28頁(yè)
評(píng)分: 4.5
前言 第一章 總則 第二章 筑壩材料及漿砌石體的設(shè)計(jì)指標(biāo) 第三章 荷載及其組合 第四章 漿砌石重力壩 第五章 漿砌石拱壩 第六章 壩體防滲 第七章 壩基處理 第八章 壩體構(gòu)造 第九章 觀(guān)測(cè)設(shè)計(jì) 打印 刷新 漿 砌 石 壩 設(shè) 計(jì) 規(guī) 范 SL25—91 編 制 說(shuō) 明 前 言 一、本規(guī)范與已出版的《漿砌石壩施工技術(shù)規(guī)定》 (SD120—84)構(gòu)成我國(guó)漿砌石壩技術(shù)規(guī)范系列。 二、本規(guī)范系初次制訂,編制過(guò)程中注意了以下幾方面的問(wèn)題: (1)漿砌石壩是一種地方性很強(qiáng)的當(dāng)?shù)夭牧蠅?,已建工程以中小型工程為主,量大面廣,在 20 余省市 中星羅棋布,但系統(tǒng)的試驗(yàn)研究成果較少,規(guī)范認(rèn)真總結(jié)了各地的建設(shè)經(jīng)驗(yàn),其內(nèi)容具有廣泛的適應(yīng)性。 (2)漿砌石壩的兩種主要壩型——重力壩和拱壩,都有相應(yīng)的混凝土壩設(shè)計(jì)規(guī)范,本規(guī)范編制時(shí),力求 反映漿砌石壩的特點(diǎn),避免與混凝土壩設(shè)計(jì)規(guī)范重復(fù)。 (3)既從目前國(guó)內(nèi)的技術(shù)經(jīng)濟(jì)實(shí)
序
前言
漿砌石壩設(shè)計(jì)規(guī)范SL25—91
小型水利水電工程碾壓式土石壩設(shè)計(jì)導(dǎo)則SL189—96
混凝土面板堆石壩設(shè)計(jì)規(guī)范SL228—98
溢洪道設(shè)計(jì)規(guī)范SL253—2000
水閘設(shè)計(jì)規(guī)范SL265—2001
碾壓混凝土壩設(shè)計(jì)導(dǎo)則 DL/T5005—92
碾壓式土石壩設(shè)計(jì)規(guī)范SL274—2001
土石壩瀝青混凝土面板和心墻設(shè)計(jì)準(zhǔn)則SLJ01—88
水工隧洞設(shè)計(jì)規(guī)范SD134—84
混凝土拱壩設(shè)計(jì)規(guī)范SD145—85
混凝土重力壩設(shè)計(jì)規(guī)范(試行)SDJ21—78
混凝土重力壩設(shè)計(jì)規(guī)范(試行)SDJ21—78補(bǔ)充規(guī)定
水電站引水渠道及前池設(shè)計(jì)規(guī)范SL/T205—97
水利水電工程沉沙池設(shè)計(jì)規(guī)范SL269—2001