《Shield tunnel cutter replacement technology》是2021年上海科學技術出版社出版的圖書。
基本介紹
- 中文名：Shield tunnel cutter replacement technology
- 作者：編者:陳健//閔凡路
- 出版社：上海科學技術出版社
- 出版時間：2021年
- 開本：16 開
- 裝幀：精裝
- ISBN：9787547855751
內容簡介,圖書目錄,
內容簡介
本書以盾構隧道刀具更換技術為主題，從盾構刀具類型及其在地層中切削和磨損物理過程出發，闡述了盾構刀具更換技術的內涵和主要分類，並結合課題組的研究成果和典型盾構工程換刀作業實例，對常規刀盤-常壓換刀、基於常壓可更換刀盤設計的常壓換刀、帶壓換刀等三種主要換刀技術的原理、技術流程、關鍵技術、適用範圍和優缺點等進行系統的分析和總結；最後分別介紹了我國盾構遭遇基岩凸起和大孤石等特殊工況下避免換刀的技術和目前日本**換刀技術。本書是對盾構刀具更換技術的一次較系統的總結。
本書以技術理論分析為基礎，結合相關典型工程案例，深入淺出地展示了盾構隧道施工中刀具更換技術，既可幫助工程一線施工人員更好理解刀具更換技術，又可為工程技術人員、科研人員以及大專院校有關專業的師生提供參考，促進盾構技術的發展。
圖書目錄
1 Introduction
1.1 The Development and Application of Shield Tunneling Technology
1.2 The Severity and Universality of Tool Wear in Shield Engineering in Complex Stratum
1.3 The Key Technology of Restoring Shield Tunneling--Tool Replacement Technology
2 Cutting, Wear and Replacement of Cutting Tools During Shield Tunneling
2.1 Types and Arrangements of Shield Cutterhead and Tool
2.1.1 Shield Cutterhead Type
2.1.2 Type of Shield Cutter
2.1.3 Arrangement of Shield Cutter Head
2.2 Cutting and Wear of Tools
2.2.1 Cutting Mechanism of Shield Tool
2.2.2 Wear Types and Examples of Shield Cutting Tools
2.2.3 Analysis on the Causes of Tool Wear of Shield Machine
2.2.4 Tool Wear Monitoring Method for Shield Machine
2.3 Shield Opening Technology
2.3.1 Brief Introduction of Shield Tunnel Opening
2.3.2 Common Opening Technology of Shield Tunnel
2.3.3 Brief Introduction of Typical Shield Tunnel Opening Examples at Home and Abroad
2.3.4 Summary and Prospect of Shield Opening Technology
2.3.5 Tool Replacement Technology of Shield Machine
3 Conventional Cutterhead and Tool-Changing Under Normal Pressure Technology
3.1 Self-stabilizing Stratum Tool-Changing Technology
3.2 Reinforcement Stratum Tool-Changing Technology
3.2.1 Rotary Jet Reinforcement Technology
3.2.2 Deep Mixing and Reinforcement Technology
3.2.3 Freezing Method Construction Technology
3.2.4 Shaft Reinforcement Technology
3.2.5 Underground Continuous Wall Reinforcement Technology
3.2.6 Comparison of Several Techniques
3.3 Normal Pressure Tool Change Technology
3.3.1 Tool Change Process
3.3.2 Shield Cutter Tool Welding Process
3.3.3 The Contents of the Cutter Repair
3.4 Example of the Yellow River Tunnel in the Middle Route
of the South-To-North Water Transfer Project
3.4.1 Project Overview
3.4.2 Introduction to Downtime
3.4.3 Guarantee the Stability Measures of the Excavation Face
3.4.4 Excavation Support
3.4.5 Cutterhead and Tool Repair
4 Normal Pressure Tool Change Technology Based on Basic Pressure and Changeable Knife Design
4.1 Introduction of Normal Pressure Changer Technology Based on Normal Pressure Replaceable Knife Design
4.1.1 Principle of the Process of Changing the Knife Under Constant Pressure
4.1.2 Features of the Normal Pressure-for-Knife Method
4.2 Normal Pressure Replaceable Cutting Plate Structure Design and Layout
4.3 Removal and Installation of Normal Pressure Replaceable Tools
4.3.1 Safety Points for Tool Replacement
4.3.2 Tool Inspection and Replacement Plan
4.3.3 The Process of Changing the Knife Under Constant Pressure
4.4 Example Swords-Off of Normal Pressure Opening in the Cross-river Section of Wuhan Metro Line
4.4.1 Engineering Overview and Geological Conditions
4.4.2 Shield Basic Parameters and Characteristics
4.4.3 Shutdown Position and Knife Change Plan
4.4.4 Atmospheric Pressure Changing Process and Program
5 Stabilization Technology and Tool Change Technology for Open Face with Pressure Open
5.1 Pressure Opening and Opening Face Stability Technology
5.1.1 Mud Preparation Technology
5.1.2 Mud Film Forming Technology
5.1.3 Stable Excavation Face Technology Based on Mud Membrane Closed Gas
5.2 Pressure-Opening Tool Changer
5.2.1 Diving Operation
5.2.2 With Pressure into the Cabin
5.2.3 Pressure Change Tool Technical Produces
5.3 Nanjing Yangtze River Tunnel (Wei 7 Road) Example of Conventional Compressed Air Pressure Opening and Changing
5.3.1 Overview of the Nanjing Yangtze River Tunnel Project
5.3.2 Analysis Process of Shield Tunneling and Shutdown of Nanjing Yangtze Tunnel
5.3.3 Control of Stability of Excavation Face when Opening
5.3.4 With Pressure Open Cabin Changer Implementation
5.3.5 O
