Foreword xv Preface xvii Acknowledgments...

Foreword

Preface

xvii

Acknowledgments

xxi

About the editor

xxiii

About the contributors

xxv

Introduction, understanding temporary works duties and recent updates

Ray Filip, Robert Millard, David Thomas, and Dr Mike Webster

1.1. Introduction

1.2. Continuing industry changes

1.3. Awareness of temporary works and management roles

1.4. Understanding temporary works duties and responsibilities

1.5. Some specific legislative and regulatory updates

1.6. Some specific updates from Pallett and Filip (2019)

Considering temporary works in permanent works design

Ray Filip, Robert Millard, and David Thomas

2.1. Introduction

2.2. Permanent works designer’s duties

2.3. Principal designer’s duties

2.4. Designer competency

2.5. Economics – are temporary works required?

2.6. Design methodology and communication

2.7. Practical temporary works design considerations

2.8. Construction phase loading

2.9. Vibration, noise and dust

2.10. Accidental impact

2.11. Deflection / movement / settlement

2.12. Lateral stability

2.13. Interfaces

2.14. Summary

2.15. Temporary works design philosophy and principles

Geotechnical site investigation

Ray Filip

3.1. Introduction

3.2. Why is an investigation required?

3.3. What are we trying to achieve?

3.4. BS EN 1997

3.5. Typical properties that may be required for geotechnical design

3.6. BS 5930 and BS 1377

3.7. Soil descriptions

3.8. Investigation techniques

3.9. Interpretation of investigation and determination of ground parameters for design

3.10. Managing geotechnical risks

3.11. BS 5975

3.12. Geotechnical reporting and longer-term monitoring

Structural surveys and structural alterations

Ray Filip and Simon Smith

4.1. Introduction

4.2. Initial information gathering

4.3. Surveys

4.4. Neighbouring properties (party wall awards)

4.5. Works adjacent to highways and other key assets

4.6. What to do with the information

4.7. Structural alteration philosophy

4.8. Planning and coordination issues

4.9. Loads to be considered and structural form

4.10. Vertical propping

4.11. Forming openings in walls

4.12. Removing floors in buildings

4.13. Vaults and arches

4.14. Façade retention

4.15. Crash decks

4.16. Underpinning

4.17. Scaffolding

Hoarding, fencing, security and public protection

Ray Filip and David Thomas

5.1. Introduction

5.2. Site hoarding

5.3. Mesh fencing

103

5.4. Scaffolding and falling objects

105

5.5. Delivery vehicle and construction machinery management

108

5.6. Fire safety plan

109

5.7. Services

109

Work at height, preventing falls, demarcation and edge protection

113

Ray Filip and David Thomas

6.1. Introduction

113

6.2. Demarcation

118

6.3. Scaffolding

118

6.4. Towers

118

6.5. Powered access machinery

119

6.6. Edge protection

120

6.7. Counterbalanced free-standing edge protection

124

6.8. Safety netting

125

6.9. Tensioned access platforms

126

6.10. Roof over-netting

126

6.11. Stair towers

127

6.12. Access platform decking

128

6.13. Personal fall protection

128

6.14. Rope access

129

6.15. Suspended access

132

6.16. Protecting holes and voids

132

6.17. Remote methodologies

133

Modern methods of construction

137

Adrian Bywaters, Ray Filip, Martin Pike, and Kit Yardley

7.1. Introduction

137

7.2. MMC concept

140

7.3. Manufacturing concrete elements

144

7.4. Manufacturing MEP and architectural elements

147

7.5. Installation of elements

148

7.6. Temporary works design considerations

152

7.7. Principal safety considerations and risks

153

7.8. Future de-construction and re-purposing

154

High-rise construction

157

Adrian Bywaters, Ray Filip, Martin Pike, and Kit Yardley

8.1. Introduction

157

8.2. Logistics

158

8.3. Environmental loading

159

8.4. Strapping down

159

8.5. Placing concrete at great heights

160

8.6. Scaffolding

162

8.7. Tower cranes, hoists, mast-climbers and canti-decks

163

8.8. Temporary stability

165

8.9. Temporary climbing screens

165

8.10. Edge protection

166

8.11. Top-down construction

167

8.12. Emergencies

168

8.13. Case study

168

Tunnelling

173

Prof Colin Eddie and Dr Henry Pairaudeau

9.1. Introduction

173

9.2. General considerations

174

9.3. Safety considerations

180

9.4. Mechanised tunnelling using tunnel boring machines

181

9.5. Mined tunnelling

190

9.6. Secondary linings for tunnels

198

9.7. Shaft sinking for tunnels

200

Nuclear projects

207

Ronan O’Driscoll

10.1. Introduction

207

10.2. HPC temporary works management structure

209

10.3. Planning

211

10.4. Overview of nuclear sector temporary works

212

10.5. Civil, structural and mechanical elements

214

10.6. Nuclear maintenance / outage works

214

10.7. Nuclear decommissioning / demolition

215

10.8. Specific HPC project requirements

216

10.9. Modular nuclear construction

218

10.10. Industry education

219

Temporary works in a marine environment

221

Jan de Klerk

11.1. Introduction

221

11.2. Challenges in a marine environment

221

11.3. Design considerations

223

11.4. Functional design method

225

11.5. Examples

227

Rail

235

Jeff Mahony and Steve Williams

12.1. Introduction

235

12.2. Roles, responsibilities and competency assessments

235

12.3. Rail process and procedures including engagement and interface

239

12.4. Rail engineering assurance

241

12.5. Guidance on protection of outside and third-party assets

243

12.6. Health and safety by design – best practice in rail design and construction

244

12.7. Temporary works and working on the railway

245

12.8. Rail-related plant and equipment: planning and considerations for temporary works

249

Environment, sustainability and low carbon

253

Ray Filip and Sam Hurst

13.1. Introduction

253

13.2. Design considerations

256

13.3. Material considerations

257

13.4. Environmental considerations

260

13.5. Example of reducing materials

261

13.6. Carbon calculation

262

Technology

267

Dr Matthew Hall

14.1. Introduction

267

14.2. Procedural control systems

268

14.3. Design software

269

14.4. Drones

270

14.5. Robotics and augmented labour

271

14.6. Internet of Things

271

14.7. Artificial intelligence

272

14.8. Future predictions

274

Steelwork

277

Nick Cook and Ray Filip

15.1. Introduction

277

15.2. How to specify steel

278

15.3. Designing steelwork

280

15.4. Some common modes of failure

283

15.5. Cutting and joining steel

285

15.6. Site work

291

Temporary and demountable structures

295

Malachy Ryan

16.1. Introduction

295

16.2. Public events temporary structures

295

16.3. Construction site temporary structures

296

16.4. Managing demountable structures

298

16.5. Specific design considerations

298

16.6. Analysis

301

16.7. Stability

302

16.8. Ground conditions

304

16.9. Kentledge

304

16.10. Ground anchors

304

16.11. Site phase

305

16.12. Conclusions

308

Engineering testing and monitoring

311

Ray Filip and Simon Smith

17.1. Introduction

311

17.2. Testing

312

17.3. Testing strategy

313

17.4. Testing anchors

314

17.5. Load testing slabs and floors

317

17.6. Load testing piles

318

17.7. Bespoke systems for testing innovation

319

17.8. Other common testing

321

17.9. Monitoring

322

Why do temporary works fail?

327

Ray Filip and Martyn Ostcliffe

18.1. Introduction

327

18.2. Analysis

329

18.3. Summary of causes

329

18.4. Principal findings and commentary

334

18.5. Main causes of incidents and failures for some common items of temporary works

336

18.6. Case study

339

Index

343

	Foreword	xv
	Preface	xvii
	Acknowledgments	xxi
	About the editor	xxiii
	About the contributors	xxv
01	Introduction, understanding temporary works duties and recent updates	1
	Ray Filip, Robert Millard, David Thomas, and Dr Mike Webster
	1.1. Introduction	1
	1.2. Continuing industry changes	2
	1.3. Awareness of temporary works and management roles	3
	1.4. Understanding temporary works duties and responsibilities	4
	1.5. Some specific legislative and regulatory updates	9
	1.6. Some specific updates from Pallett and Filip (2019)	11
02	Considering temporary works in permanent works design	19
	Ray Filip, Robert Millard, and David Thomas
	2.1. Introduction	19
	2.2. Permanent works designer’s duties	20
	2.3. Principal designer’s duties	23
	2.4. Designer competency	24
	2.5. Economics – are temporary works required?	25
	2.6. Design methodology and communication	27
	2.7. Practical temporary works design considerations	28
	2.8. Construction phase loading	36
	2.9. Vibration, noise and dust	37
	2.10. Accidental impact	38
	2.11. Deflection / movement / settlement	38
	2.12. Lateral stability	40
	2.13. Interfaces	40
	2.14. Summary	42
	2.15. Temporary works design philosophy and principles	43
03	Geotechnical site investigation	49
	Ray Filip
	3.1. Introduction	49
	3.2. Why is an investigation required?	50
	3.3. What are we trying to achieve?	51
	3.4. BS EN 1997	52
	3.5. Typical properties that may be required for geotechnical design	54
	3.6. BS 5930 and BS 1377	54
	3.7. Soil descriptions	54
	3.8. Investigation techniques	56
	3.9. Interpretation of investigation and determination of ground parameters for design	63
	3.10. Managing geotechnical risks	64
	3.11. BS 5975	64
	3.12. Geotechnical reporting and longer-term monitoring	64
04	Structural surveys and structural alterations	67
	Ray Filip and Simon Smith
	4.1. Introduction	67
	4.2. Initial information gathering	68
	4.3. Surveys	71
	4.4. Neighbouring properties (party wall awards)	76
	4.5. Works adjacent to highways and other key assets	76
	4.6. What to do with the information	77
	4.7. Structural alteration philosophy	77
	4.8. Planning and coordination issues	78
	4.9. Loads to be considered and structural form	80
	4.10. Vertical propping	82
	4.11. Forming openings in walls	83
	4.12. Removing floors in buildings	84
	4.13. Vaults and arches	87
	4.14. Façade retention	87
	4.15. Crash decks	87
	4.16. Underpinning	88
	4.17. Scaffolding	92
05	Hoarding, fencing, security and public protection	97
	Ray Filip and David Thomas
	5.1. Introduction	97
	5.2. Site hoarding	99
	5.3. Mesh fencing	103
	5.4. Scaffolding and falling objects	105
	5.5. Delivery vehicle and construction machinery management	108
	5.6. Fire safety plan	109
	5.7. Services	109
06	Work at height, preventing falls, demarcation and edge protection	113
	Ray Filip and David Thomas
	6.1. Introduction	113
	6.2. Demarcation	118
	6.3. Scaffolding	118
	6.4. Towers	118
	6.5. Powered access machinery	119
	6.6. Edge protection	120
	6.7. Counterbalanced free-standing edge protection	124
	6.8. Safety netting	125
	6.9. Tensioned access platforms	126
	6.10. Roof over-netting	126
	6.11. Stair towers	127
	6.12. Access platform decking	128
	6.13. Personal fall protection	128
	6.14. Rope access	129
	6.15. Suspended access	132
	6.16. Protecting holes and voids	132
	6.17. Remote methodologies	133
07	Modern methods of construction	137
	Adrian Bywaters, Ray Filip, Martin Pike, and Kit Yardley
	7.1. Introduction	137
	7.2. MMC concept	140
	7.3. Manufacturing concrete elements	144
	7.4. Manufacturing MEP and architectural elements	147
	7.5. Installation of elements	148
	7.6. Temporary works design considerations	152
	7.7. Principal safety considerations and risks	153
	7.8. Future de-construction and re-purposing	154
08	High-rise construction	157
	Adrian Bywaters, Ray Filip, Martin Pike, and Kit Yardley
	8.1. Introduction	157
	8.2. Logistics	158
	8.3. Environmental loading	159
	8.4. Strapping down	159
	8.5. Placing concrete at great heights	160
	8.6. Scaffolding	162
	8.7. Tower cranes, hoists, mast-climbers and canti-decks	163
	8.8. Temporary stability	165
	8.9. Temporary climbing screens	165
	8.10. Edge protection	166
	8.11. Top-down construction	167
	8.12. Emergencies	168
	8.13. Case study	168
09	Tunnelling	173
	Prof Colin Eddie and Dr Henry Pairaudeau
	9.1. Introduction	173
	9.2. General considerations	174
	9.3. Safety considerations	180
	9.4. Mechanised tunnelling using tunnel boring machines	181
	9.5. Mined tunnelling	190
	9.6. Secondary linings for tunnels	198
	9.7. Shaft sinking for tunnels	200
10	Nuclear projects	207
	Ronan O’Driscoll
	10.1. Introduction	207
	10.2. HPC temporary works management structure	209
	10.3. Planning	211
	10.4. Overview of nuclear sector temporary works	212
	10.5. Civil, structural and mechanical elements	214
	10.6. Nuclear maintenance / outage works	214
	10.7. Nuclear decommissioning / demolition	215
	10.8. Specific HPC project requirements	216
	10.9. Modular nuclear construction	218
	10.10. Industry education	219
11	Temporary works in a marine environment	221
	Jan de Klerk
	11.1. Introduction	221
	11.2. Challenges in a marine environment	221
	11.3. Design considerations	223
	11.4. Functional design method	225
	11.5. Examples	227
12	Rail	235
	Jeff Mahony and Steve Williams
	12.1. Introduction	235
	12.2. Roles, responsibilities and competency assessments	235
	12.3. Rail process and procedures including engagement and interface	239
	12.4. Rail engineering assurance	241
	12.5. Guidance on protection of outside and third-party assets	243
	12.6. Health and safety by design – best practice in rail design and construction	244
	12.7. Temporary works and working on the railway	245
	12.8. Rail-related plant and equipment: planning and considerations for temporary works	249
13	Environment, sustainability and low carbon	253
	Ray Filip and Sam Hurst
	13.1. Introduction	253
	13.2. Design considerations	256
	13.3. Material considerations	257
	13.4. Environmental considerations	260
	13.5. Example of reducing materials	261
	13.6. Carbon calculation	262
14	Technology	267
	Dr Matthew Hall
	14.1. Introduction	267
	14.2. Procedural control systems	268
	14.3. Design software	269
	14.4. Drones	270
	14.5. Robotics and augmented labour	271
	14.6. Internet of Things	271
	14.7. Artificial intelligence	272
	14.8. Future predictions	274
15	Steelwork	277
	Nick Cook and Ray Filip
	15.1. Introduction	277
	15.2. How to specify steel	278
	15.3. Designing steelwork	280
	15.4. Some common modes of failure	283
	15.5. Cutting and joining steel	285
	15.6. Site work	291
16	Temporary and demountable structures	295
	Malachy Ryan
	16.1. Introduction	295
	16.2. Public events temporary structures	295
	16.3. Construction site temporary structures	296
	16.4. Managing demountable structures	298
	16.5. Specific design considerations	298
	16.6. Analysis	301
	16.7. Stability	302
	16.8. Ground conditions	304
	16.9. Kentledge	304
	16.10. Ground anchors	304
	16.11. Site phase	305
	16.12. Conclusions	308
17	Engineering testing and monitoring	311
	Ray Filip and Simon Smith
	17.1. Introduction	311
	17.2. Testing	312
	17.3. Testing strategy	313
	17.4. Testing anchors	314
	17.5. Load testing slabs and floors	317
	17.6. Load testing piles	318
	17.7. Bespoke systems for testing innovation	319
	17.8. Other common testing	321
	17.9. Monitoring	322
18	Why do temporary works fail?	327
	Ray Filip and Martyn Ostcliffe
	18.1. Introduction	327
	18.2. Analysis	329
	18.3. Summary of causes	329
	18.4. Principal findings and commentary	334
	18.5. Main causes of incidents and failures for some common items of temporary works	336
	18.6. Case study	339
	Index	343

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