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特高拱壩智能化建設技術創新和實踐-300m級溪洛渡拱壩智能化建設 版權信息
- ISBN：9787302466284
- 條形碼：9787302466284 ; 978-7-302-46628-4
- 裝幀：一般膠版紙
- 冊數：暫無
- 重量：暫無
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特高拱壩智能化建設技術創新和實踐-300m級溪洛渡拱壩智能化建設 本書特色
下載課件、獲取課件密碼、各種資源包以及人工客服，請關注清華社官方微信服務號qhdxcbs_js，一站式幫您解決各種圖書問題。 《特高拱壩智能化建設技術創新和實踐——300m級溪洛渡拱壩智能化建設》的研究成果是在大壩建設數字化的基礎上，首次實現了拱壩建設的智能化。該成果在溪洛渡特高拱壩建設中成功應用，至今沒有發現溫度裂縫，工程歷經4年蓄水運行考驗，工作性態正常，是混凝土拱壩筑壩技術的重大創新，開創了智能高拱壩建設之先河。
特高拱壩智能化建設技術創新和實踐-300m級溪洛渡拱壩智能化建設 內容簡介
高拱壩質量與安全事關國計民生。我國拱壩建設已進入300m級時代，施工期溫控防裂、運行期整體安全和抗震安全是其建設面臨的三大挑戰。溫控防裂是世界性難題，采用現有技術仍然難以解決。本書旨在為特高拱壩建設提供科技支撐和系統解決方案： 針對“特高拱壩溫控防裂、工作性態分析、工程數據共享”等難題，基于“感知、分析、控制”的特高拱壩智能化建設理論，在“實時監測、全壩分析、智能控制、協同工作”等多學科技術上進行系統研究，介紹了以“大壩全景信息模型與智能拱壩建設信息化平臺”為核心軟件環境，及“大壩施工全過程綜合信息感知與實時監控技術、基于海量感知數據的大壩仿真分析關鍵技術、大壩基礎質量智能控制技術”等智能控制裝置和系統。 圖書內容新穎翔實，涉及多學科交叉，涵蓋移動通信技術、數據篩選分析技術、三維仿真技術、預警預判和決策支持技術、高精度定位技術等多種技術，為特高拱壩施工期質量控制、溫控防裂等提供了科技支撐和系統解決方案，可供相關領域人員參考和學習。
特高拱壩智能化建設技術創新和實踐-300m級溪洛渡拱壩智能化建設 目錄
第1章概述
1.1拱壩的建設與發展
1.1.1國外拱壩的建設
1.1.2中國拱壩的建設
1.1.3特高拱壩的建設
1.2特高拱壩建設特點和面臨的挑戰
1.2.1我國特高拱壩建設特點
1.2.2特高拱壩建設面臨的挑戰
1.2.3高拱壩施工過程控制技術發展現狀
1.3數字化、智能化建壩的發展趨勢
1.3.1信息技術在筑壩技術方面的研究應用
1.3.2高拱壩施工過程智能控制的發展趨勢
1.4溪洛渡特高拱壩智能化建設
1.4.1溪洛渡拱壩工程概況
1.4.2溪洛渡拱壩建基面和壩體結構優化設計
1.4.3溪洛渡拱壩建設面臨的挑戰
1.4.4溪洛渡特高拱壩智能化建設
參考文獻
第2章特高拱壩智能化建設理論和體系
2.1概述
2.1.1控制論的基本要求
2.1.2高拱壩施工過程控制要求
2.1.3特高拱壩智能化建設理論
2.1.4高拱壩智能化建設內涵
2.2全面感知
2.2.1基于互聯網的全過程智能化監測
2.2.2大壩全景信息模型DIM
2.2.3基于原型試驗的工程參數獲知
2.3真實分析
2.3.1基于互聯網的施工工序工效分析
2.3.2耦合進度的全壩全過程真實工作性態分析
2.3.3基于監測數據的壩體壩基參數反演
2.3.4施工過程安全分析和評價準則
2.4實時控制
2.4.1實時控制判斷準則和判別標準
2.4.2高拱壩智能化建設專家系統
2.4.3高拱壩施工智能控制技術
2.4.4智能控制核心裝置
2.5智能化建壩業務協同平臺
2.6拱壩智能化建設管理模式和科研模式
2.6.1“智能大壩”建設項目管理模式
2.6.2“4+1+N”管理執行模式
2.6.3“智能大壩”建設的科研模式
參考文獻
第3章高拱壩施工過程智能化監測和數據挖掘
3.1高拱壩施工過程監控體系和方法
3.1.1高拱壩施工過程系統描述
3.1.2高拱壩施工過程監控體系和方法
3.2基于互聯網的智能感知技術
3.2.1生產數據自動采集系統
3.2.2倉面數據智能采集系統
3.2.3混凝土溫度檢測系統
3.3復雜環境下數據雙向傳輸系統
3.4大壩全景信息模型
3.4.1建筑信息模型
3.4.2大壩全景信息模型
3.4.3模型功能
3.5基于大數據理念的施工數據挖掘與應用
3.5.1高拱壩施工數據特征和數據挖掘
3.5.2高拱壩施工過程數據挖掘分析流程
3.5.3高拱壩混凝土施工數據挖掘與分析
3.5.4溪洛渡拱壩倉面施工數據挖掘分析
參考文獻
第4章全壩全過程真實工作性態分析與預測
4.1全壩全過程真實工作性態仿真理論和方法
4.1.1高拱壩真實荷載模擬
4.1.2關鍵參數獲取與分析
4.1.3快速仿真分析平臺軟件系統
4.2全壩、全過程仿真關鍵技術難題
4.2.1高拱壩快速自動建模方法
4.2.2橫縫真實性態模擬模型
4.2.3夾層代孔列法滲流場模擬
4.2.4方程組求解的高效并行算法
4.3真實工作性態仿真分析和預測流程
4.3.1仿真分析和預測流程
4.3.2安全評價指標體系
4.4溪洛渡拱壩施工期工作性態跟蹤仿真、預測與控制
4.4.1壩體基礎真實參數獲取
4.4.2橫縫工作性態分析和開合控制
4.4.3全壩全過程懸臂高度敏感性分析
4.4.4施工期壩體基礎整體工作性態分析
4.4.5施工期關鍵部位、關鍵節點工作性態分析
4.4.6施工期入冬溫控防裂措施分析與優化
4.5溪洛渡拱壩初期蓄水真實工作性態反饋分析與預測
4.5.1大壩初期蓄水過程
4.5.2初期蓄水監測資料分析
4.5.3初期蓄水壩體壩基工作性態分析
4.5.4初期蓄水大壩安全評價
參考文獻
第5章高拱壩整體協調變形機理及個性化溫控措施
5.1高拱壩橫縫真實工作性態和辨識分析
5.1.1高拱壩橫縫變形異常現象
5.1.2高拱壩橫縫變形機理
5.1.3高拱壩橫縫工作性態辨識方法
5.1.4高拱壩橫縫粘結強度控制方法
5.2高拱壩懸臂高度個性化控制技術
5.2.1懸臂高度對壩體影響分析
5.2.2懸臂高度個性化控制分析方法
5.2.3溪洛渡特高拱壩懸臂高度個性化控制
5.3高拱壩復雜基礎壩趾灌漿作用機理與時機
5.3.1灌漿壓力選取方法
5.3.2高拱壩基礎處理灌漿理論研究
5.3.3溪洛渡拱壩施工期壩趾灌漿時機研究
5.4高拱壩施工期動態、個性化溫控標準與控制技術
5.4.1干熱河谷高溫季節溫控和防裂措施分析
5.4.2高溫季節預冷混凝土入倉冷擊技術研究
5.4.3高拱壩個性化溫控標準與同冷區分區控制技術
5.4.4高拱壩中冷和二冷時間動態控制技術
5.4.5高拱壩孔口區域溫控標準和冷卻過程個性化控制技術
5.4.6高陡邊坡壩段溫控防裂動態控制技術
參考文獻
第6章高拱壩施工進度仿真與實時控制技術
6.1高拱壩施工期施工過程特性分析
6.1.1高拱壩施工進度影響要素分析
6.1.2高拱壩施工進度分析與控制特點
6.2高拱壩施工期進度仿真模型與方法
6.2.1高拱壩施工進度仿真方法及特點
6.2.2高拱壩施工進度仿真模型
6.2.3高拱壩施工進度仿真系統
6.3高拱壩施工進度分析與實時控制技術
6.3.1基于互聯網的高可靠度工效分析
6.3.2高拱壩施工進度仿真和實時控制技術
6.3.3進度延誤預警與動態糾偏
6.4溪洛渡拱壩進度實時控制典型案例
6.4.1總進度分析與資源配置論證
6.4.2耦合溫控與應力的澆筑形態控制
6.4.3深孔鋼襯部位快速高效施工仿真
6.4.4孔口門槽復雜結構微觀仿真分析
6.4.5纜機換索影響分析
6.4.6基礎處理方案優化及敏感性分析
6.4.7接縫灌漿進度優化決策
6.4.8仿真分析準確性評價
6.5高拱壩施工進度實時控制管理模式
參考文獻
第7章壩體基礎施工過程智能控制關鍵技術
7.1大體積混凝土通水冷卻智能溫控技術
7.1.1智能溫控控制方法與原理
7.1.2通水冷卻智能溫控技術
7.1.3溪洛渡拱壩通水冷卻智能溫控實踐
7.2高拱壩混凝土施工“一條龍”數字監控技術
7.2.1混凝土運輸全過程數字監控技術
7.2.2倉面平倉振搗作業質量數字監控技術
7.2.3溪洛渡拱壩振搗質量數字監控實踐
7.2.4溪洛渡拱壩混凝土運輸全過程數字監控
7.3基礎處理數字灌漿技術
7.3.1灌漿現場數據監控系統
7.3.2溪洛渡拱壩基礎處理數字灌漿實踐
7.3.3數字灌漿管理模式
7.4拱肩槽邊坡開挖爆破高精控制技術
7.4.1精細爆破概念
7.4.2精細爆破理論基礎和技術條件
7.4.3溪洛渡拱肩槽精細爆破技術
7.4.4溪洛渡拱肩槽精細爆破效果綜述
7.5基于實時定位系統的智能安全管理
7.5.1基于3G和WiFi無線技術的安全管理和調度系統
7.5.2安全管理和調度系統架構
7.5.3工作效率分析方法——以監理人員為例
7.5.4溪洛渡拱壩施工現場人員智能安全管理
參考文獻
第8章高拱壩智能化建設協同工作平臺構建和開發
8.1協同平臺需求分析
8.1.1變革管理模式實現現代管理需求
8.1.2解決高拱壩施工過程難點的必要手段
8.1.3實現設計、科研與生產緊密結合與一體化
8.1.4高拱壩全生命期運營安全需求
8.2平臺體系結構設計
8.2.1平臺設計原則
8.2.2平臺整體方案
8.2.3平臺體系結構
8.2.4平臺主要技術
8.3平臺模塊與功能
8.3.1設計成果集成
8.3.2混凝土施工管理
8.3.3混凝土質量管理
8.3.4混凝土溫度控制
8.3.5固結(帷幕)灌漿
8.3.6接縫灌漿
8.3.7金屬結構制作與安裝
8.3.8安全監測
8.3.9綜合查詢與分析
8.3.10溫度與應力仿真分析
8.3.11工程聯機分析
8.3.12預報警
8.3.13工程數字檔案
8.3.14短信通知提醒
8.4溪洛渡拱壩業務協同平臺建設與應用
8.4.1數據采集和雙向傳輸系統搭建
8.4.2智能溫控數字測溫系統
8.4.3協同工作平臺iDam應用
參考文獻
第9章總結和展望
附錄
CONTENTS
Chapter 1Overview
1.1Construction and Development of Arch Dam
1.1.1Construction of Arch Dam Overseas
1.1.2Construction of Arch Dam in China
1.1.3Construction of Superhigh Arch Dam
1.2Features and Challenges of Superhigh Arch Dam Construction
1.2.1Features of Superhigh Arch Dam Construction in China
1.2.2Difficulties in Superhigh Arch Dam Construction
1.2.3Development Status of Control Technology in High Arch
Dam Construct Process
1.3Developing Trend of Arch Dam Constructions Digitization and
Intelligentization
1.3.1Application of Information Technology Research in Damming
Technology Field
1.3.2Developing Trend of Intelligent Control in High Arch Dam
Construct Process
1.4Intelligent Construction of Xiluodu Superhigh Arch Dam
1.4.1Overview of Xiluodu Arch Dam Project
1.4.2Optimal Design of Xiluodu Arch Dams Foundation Surface
and Structure
1.4.3Difficulties in Xiluodu Arch Dam Construction
1.4.4Intelligent Construction of Xiluodu Superhigh Arch Dam
References
Chapter 2Theory and System of Superhigh Arch Dams Intelligent Construction
2.1Overview
2.1.1Basic Requirements of Control Theory
2.1.2Control Requirements of High Arch Dam Construct Process
2.1.3Construct Theory of Arch Dam Constructions Intelligentization
2.1.4The Cannotation of Intelligent Construction of High Arch Dam
2.2Overall Sensing
2.2.1Wholeprocess Intelligent Monitoring Based on the Internet
2.2.2Dim Information ModelDIM
2.2.3Engineering Parameter Based on Prototype Test
2.3Real World Analysis
2.3.1Construction Procedure and Results Analysis Based on
the Internet
2.3.2Whole Dam and Process of Real Working State Analysis
of Coupling Progress
2.3.3Real Working State Analysis of Whole Dam Whole Process
in Coupling Process
2.3.4Safety Analysis and Evaluation Criteria in Construction
Process
2.4Realtime Control
2.4.1Judging and Discriminate Criteria of Realtime Control
2.4.2Intelligent Construction Expert System of High Arch Dam
2.4.3Intelligent Control Technology of High Arch Dam
2.4.4Intelligent Control Core Device
2.5Intelligent Dam Construction Work Cooperation Platform
2.6Management and Research Mode of Arch Dam Intelligent Construction
2.6.1Management Mode of Intelligent Dam Construction Project
2.6.2“4+1+N” Management Execution Mode
2.6.3Research Mode of Intelligent Dam Construction
References
Chapter 3Intelligent Monitoring and Data Mining in Arch Dam Construction
Process
3.1Monitoring System and Method of Arch Dam Construction Process
3.1.1Systemic Description of Arch Dam Construction Process
3.1.2Monitoring System and Method of Arch Dam Construction
Process
3.2Intellisense Technology Based on the Internet
3.2.1Automatic Production Data Acquisition System
3.2.2Intelligent Concrete Lift Data Acquisition System
3.2.3Concrete Temperature Detection System
3.3Data Twoway Transmission System under Complex Environment
3.4Dam Panorama Information Model
3.4.1Building Information Model
3.4.2Dam Panorama Information Model
3.4.3Function of the Model
3.5Mining and Application of Construction Data Based on Big
Data Concept
3.5.1Construction Data Feature and Data Mining of High
Arch Dam
3.5.2Data Mining Analysis Process of High Arch Dam
Construction Process
3.5.3Concrete Construction Data Mining and Analysis of
High Arch Dam
3.5.4Concrete Lift Construction Data Mining and Analysis of
Xiluodu Arch Dam
References
Chapter 4Analysis and Prediction of Whole Dam and Process in Real
Working State
4.1Simulation Theory and Method of Whole Dam and Process in
Real Working State
4.1.1Real Load Simulation of High Arch Dam
4.1.2Key Parameter Acquisition and Analysis
4.1.3Fast Simulation Analysis Platform Software System
4.2Key Technical Problems of Simulation of Whole Dam and
Whole Process
4.2.1High Arch Dam Rapid Automatic Modeling Method
4.2.2Simulation Model of Transverse Joint
4.2.3Seepage Field Simulation of Parting Generation Method
4.2.4Efficient Parallel Algorithm for Solving Equations
4.3Simulation Analysis and Prediction Process in Real Working State
4.3.1Simulation Analysis and Prediction Process
4.3.2Safety Evaluation Index System
4.4Simulation, Prediction and Control of Working State of the
Construction Period of Xiluodu Arch Dam
4.4.1Damacquisition of Basic Real Property Parameters
4.4.2Working State Analysis and Open and Close Control of
Transverse Joint
4.4.3Sensitivity Analysis of Cantilever Height of the Whole
Dam and Process
4.4.4Dam during Construction PeriodBasic Overall Working
State Analysis
4.4.5Key Parts and Key Nodes Working State Analysis
during Construction Period
4.4.6Analysis and Optimization of Temperature Control and Crack
Prevention Measures in Winter during Construction Period
4.5The Real Working State Feedback and Prediction of the Initial
Impoundment of Xiluodu Arch Dam
4.5.1The Initial Impoundment of the Dam
4.5.2Analysis of Initial Impoundment Monitoring Data
4.5.3Dam With Initial ImpoundmentAnalysis of Working State
of Dam Foundation
4.5.4Safety Evaluation of Initial Impoundment Dam
References
Chapter 5High Arch Dams Overall Coordination Deformation Mechanism
and Individualized Temperature Control Measures
5.1Real Working State and Identification Analysis of High Arch Dams
Transverse Joint
5.1.1Deformation Anomaly of High Arch Dams Transverse Joint
5.1.2Deformation Mechanism of High Arch Dams Transverse Joint
5.1.3Working State Identification Method of High Arch Dams
Transverse Joint
5.1.4Bonding Strength Control Method of High Arch Dams
Transverse Joint
5.2High Arch Dams Cantilever Height Personalized Control
Technology
5.2.1Analysis of the Influence of Cantilever Height on Dam Body
5.2.2Cantilever Height Personalized Control Analysis Technology
5.2.3Xiluodu Superhigh Arch Dams Cantilever Height
Personalized Control Technology
5.3Mechanism and Timing of Complex Foundation Dam Toe Grouting
5.3.1Selection Method of Grouting Pressure
5.3.2Theoretical Study on Foundation Grouting Treatment of
High Arch Dam
5.3.3Study on the Timing of Grouting in Construction Period of
Xiluodu Arch Dams Damsite
5.4Dynamic and Individualized Temperature Control Standard and
Control Technology of High Arch Dam in Construction Period
5.4.1Analysis of Temperature Control and Crack Prevention
Measures in Dryhot Valley
5.4.2Research of Low Temperature Warehousing Cool Stroke
Technology in High Temperature Season
5.4.3The Personalized Temperature Control Standard of High Arch
Dam and Zone Control Technology of the Same Cold Zone
5.4.4Dynamic Control Technology of Intercooled and
Secondary Cooling Time of High Arch Dam
5.4.5The Personalized Control Technology of Temperature Control
and Cooling Process of High Arch Dams Orifice Area
5.4.6Dynamic Control Technology of Temperature Control and
Crack Control in High and Steep Slope Part of Dam
References
Chapter 6Simulation and Realtime Control Technology of High Arch Dam
Construction
6.1Analysis of High Arch Dam Construction Process Features in
Construction Period
6.1.1Analysis of Factors Affecting the Construction Progress
of High Arch Dam
6.1.2Analysis and Control Features of high arch dam construction
6.2Intelligent Simulation Model and Method for High Arch Dam
Construction Period
6.2.1Intelligent Simulation Method and Features of High
Arch Dam Construction Progress
6.2.2Intelligent Simulation Model of High Arch Dam
Construction Progress
6.2.3Intelligent Simulation System of High Arch Dam
Construction Progress
6.3Intelligent Analysis and Realtime Control Technology of High
Arch Dam Construction Progress
6.3.1High Reliability Analysis of Project Effect Based on the
Internet
6.3.2Simulation and Realtime Control Technology of High
Arch Dam Construction progress
6.3.3Progress Delay Warning and Dynamic Correction
6.4A Typical Case of the Realtime Control of Xiluodu Arch Dam
6.4.1Total Progress Analysis and Resource Allocation
Argumentation
6.4.2Coupling Temperature Control and Stress Casting
Shape Control
6.4.3Quick and Efficient Construction Simulation of Deep
Hole and Steel Lining Part
6.4.4Microsimulation Analysis of Complex Structure of
Orifice Slot
6.4.5Analysis of the Influence of Shifting Cable Gear
6.4.6Optimization and Sensitivity Analysis of Basic Processing
Schemes
6.4.7Optimize Decision of Joint Grouting Process
6.4.8Accuracy Evaluation of Simulation Analysis
6.5RealTime Control Management Mode of High Arch Dam
Construction Progress
References
Chapter 7The Key Technology of Intelligent Control of Dam Foundation
Construction Process
7.1Intelligent Temperature Control Technology for Large Volume
Concrete Water Cooling
7.1.1Intelligent Temperature Control Method and Principle
7.1.2Water Cooling Intelligent Temperature Control Technology
7.1.3The Practice of Intelligent Temperature Control for
Water Cooling in Xiluodu Arch Dam
7.2High Arch Dam Concrete Construction One Package Digital
Monitoring Technology
7.2.1Digital Monitoring Technology of the Whole Process of
Concrete Transportation
7.2.2The Quality Digital Monitoring Technology for the Operation
Quality of the Warehouse Vibration
7.2.3The Practice of the Quality Intelligent Control of Xiluodu
Arch Dam
7.2.4Digital Monitoring of the Whole Process of Xiluodu Arch
Dams Concrete Transportation
7.3Basic Processing of Digital Grouting Technology
7.3.1Grouting Field Data Monitoring System
7.3.2The Practice of Digital Grouting on the Foundation of
Xiluodu Arch Dam
7.3.3Digital Grouting Management Mode
7.4High Precision Control Technology for Excavation Blasting of
the Spandrel Groove
7.4.1Fine Blasting Concept
7.4.2Theoretical Basis and Technical Conditions of Fine Blasting
7.4.3The Fine Blasting Technology of Xiluodu Archs Spandrel
Groove
7.4.4An Overview of the Fine Blasting Effect of Xilodu Archs
Spandrel Groove
7.5Intelligent Security Management Based on Realtime Positioning
System
7.5.1Security Management and Scheduling System Based on
3G and Wifi Wireless Technology
7.5.2Security Management and Scheduling System Architecture
7.5.3Work Efficiency Analysis Method—Take Supervisors as an
Example
7.5.4Intelligent Safety Management of Xiluodu Arch Dams
Construction Site
References
Chapter 8Construction and Development of Collaborative Work Platform
about Intelligent Construction of High Arch Dam
8.1Analysis of Collaborative Platform Demand
8.1.1Demand of Changing Management Mode to Realize
Modern Management
8.1.2Necessary Methods to Solve the Difficulties of High
Arch Dams Construction Process
8.1.3Realize the Integration of Design, Research and Production
8.1.4Safety Requirement of High Arch Dam Whole Life
Cycle Operation
8.2Design of Platform Structure
8.2.1Principle of Platform Design
8.2.2Overall Solution of Platform
8.2.3Structure of Platform
8.2.4Mainly Technology of Platform
8.3Module and Function of Platform
8.3.1Design Results Integration
8.3.2Construction Management of Concrete.
8.3.3Quality Control of Concrete
8.3.4Temperature Control of Concrete
8.3.5Consolidation Grouting
8.3.6Joint Grouting
8.3.7Fabrication and Installation of Metal Structures
8.3.8Safety Monitoring
8.3.9Comprehensive Query and Analysis
8.3.10Simulation Analysis of Temperature and Stress
8.3.11Engineering Online Analysis
8.3.12Forecasting Warning
8.3.13Engineering Digital File
8.3.14SMS Notification Reminder
8.4The Construction and Application of the Cooperative Platform
of Xiluodu Arch Dam
8.4.1Construction of Data Acquisition and Twoway
Transmission System
8.4.2Intelligent Temperature Control Digital Temperature
Measurement System
8.4.3Application of the Cooperative Platform
References
Chapter 9Summary and Prospection
Appendix
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