- •MODERN
- •POWER STATION PRACTICE
- •PERGAMON PRESS
- •Contents
- •Foreword
- •G. A. W. Blackman, CBE, FEng
- •Preface
- •Chapters 1 and 2
- •Chapter 3
- •Contents of All Volumes
- •CHAPTER 1
- •Power station siting and site layout
- •1 Planning for new power stations
- •1.1 Introduction
- •1.2 Capacity considerations
- •1.3 Economic considerations
- •1.4 Future requirement predictions
- •1.5 System planning studies
- •1.6 Authority to build a new power station
- •2 Site selection and investigation
- •2.1 Basic site requirements
- •2.3 Detailed site investigation
- •2.4 Environmental considerations
- •2.5 Site selection
- •3 Site layout — thermal power stations
- •3.1 General
- •3.2 Foundations
- •3.3 Site and station levels
- •3.4 Main buildings and orientation
- •3.5 Ancillary buildings
- •3.6 Main access and on-site roads
- •3.7 Station operation considerations
- •3.8 Cooling water system
- •3.9 Fuel supplies and storage
- •3.10 Ash and dust disposal
- •3.11 Flue gas desulphurisation plant materials
- •3.12 Transmission requirements
- •3.13 Construction requirements
- •3.14 Amenity considerations
- •3.15 Typical site layouts
- •4 Pumped storage
- •4.1 Introduction.
- •4.2 Suitable topology
- •4.3 Ground conditions
- •4.4 Site capacity
- •4.5 System and transmission requirements
- •4.7 Heavy load access
- •4.9 Environmental impact
- •5 Gas turbines
- •5.1 Introduction
- •5.2 The role of gas turbines
- •4.7 Heavy load access
- •Station design and layout
- •1 Introduction
- •2.1 Fossil-fired stations
- •2.2 Nuclear stations
- •2.3 Hydro-electric and pumped storage stations
- •2.4 Gas turbine stations
- •3 Future development options
- •3.1 Fossil-fired plant
- •3.2 Nuclear stations
- •3.3 Combined cycle gas turbines
- •3.4 Wind power
- •3.5 Tidal power
- •3.6 Geothermal energy
- •3.7 Combined heat and power
- •4 Station design concepts
- •4.1 Basic considerations
- •4.2 Design objectives
- •5 Plant operation
- •6 Station layout
- •6.1 General
- •6.2 Main plant orientation
- •6.3 Layout conventions
- •.7 Turbine-generator systems
- •7.1 Feedheating plant
- •7.2 Condenser and auxiliary plant
- •7.3 Erection and maintenance
- •8 Boiler systems
- •8.1 Pulverised fuel system
- •8.2 Draught system
- •8.3 Oil firing system
- •8.4 Boiler fittings
- •8.5 Dust extraction plant
- •8.6 Flue gas desulphurisation plant
- •9 Main steam pipework
- •10 Low pressure pipework and valves
- •11 Water storage tanks
- •12 Cranes
- •13 Fire protection
- •13.1 Introduction
- •13.2 Prevention of fires
- •13.3 Limiting the consequences of a fire
- •13.4 Reducing the severity of fires
- •14 Electrical plant layout
- •14.1 Introduction
- •14.2 Auxiliary switchgear
- •14.3 Turbine-generator auxiliaries
- •14.4 Main connections
- •14.5 Transformers
- •14.6 Cables
- •14.7 Batteries and charging equipment
- •14.8 Control rooms
- •15 Heating, ventilation and air conditioning
- •15.1 Introduction
- •15.2 Ventilation of nuclear stations
- •15.3 Smoke and fire control
- •15.4 General layout of HVAC plant
- •16 Air services
- •17 Water treatment plant
- •18 Cooling water plant
- •18.1 General design considerations
- •18.2 Cooling water pumphouse
- •18.3 Main cooling water pumps
- •18.4 Screening plant
- •18.5 Pump discharge valves
- •18.6 Section valves
- •18.7 Discharge pipework
- •18.8 Auxiliary systems
- •19 Chlorination plant
- •20 Coal handling plant
- •20.2 Water-borne reception and discharging
- •20.3 Road-borne reception and discharging
- •20.4 Coal storage
- •20.5 Conveyance from unloading point to station bunkers or coal store
- •20.6 Plant control
- •21 Ash and dust handling plant
- •21.1 Ash handling plant
- •21.2 Dust handling plant
- •21.3 Ash and dust disposal
- •22 Auxiliary boilers
- •23 Gas generation and storage
- •23.1 Hydrogen
- •23.2 Carbon dioxide
- •23.3 Nitrogen
- •23.4 Miscellaneous gases
- •24 Pumped storage plant
- •24.1 Hydraulic machines
- •24.2 Generator-motors
- •24.3 Main inlet valves
- •24.4 Draft tube valves
- •24.5 Gates
- •24.6 High integrity pipework
- •25 Gas turbine plant
- •25.1 Introduction
- •25.2 Operational requirements
- •25.3 Aero-engine-derivative gas turbines
- •25.4 Industrial gas turbines
- •25.5 Gas turbine power station layout
- •26 References
- •CHAPTER 3
- •Civil engineering and building works
- •Introduction
- •2 Geotechnical investigations
- •2.1 General and desk studies
- •2.2 Geophysical investigations
- •2.3 Trial excavations and boreholes
- •2.3 Trial excavations and boreholes
- •2.4 In-situ tests
- •2.5 Groundwater investigations
- •2.6 Ground description and classification
- •2.7 Laboratory tests
- •2.8 Factual reports
- •2.9 Interpretation of site investigations
- •3 Seismic hazard assessment
- •3.1 Geology
- •3.2 Earthquakes
- •3.3 Crustal dynamics
- •3.4 Ground motion hazard
- •3.5 Ground rupture hazard
- •4 Types of foundations
- •4.1 Isolated column foundations
- •4.2 Strip foundations
- •4.5 Piled foundations
- •4.5 Piled foundations
- •4.6 Caisson foundations
- •4.7 Anti-seismic foundations
- •5 Foundations design and construction
- •5.1 Concrete
- •5.2 Bearing pressures and settlement
- •5.3 Test piling
- •6 Foundations for main and secondary structures
- •6.1 Boiler house foundations
- •6.2 Turbine hall foundations
- •6.3 Turbine-generator blocks
- •6.4 Basement of ground floor
- •6.5 Track hoppers
- •6.6 Chimney foundations
- •6.7 Cooling tower foundations
- •6.8 Reactor foundations
- •7 General site works
- •7.1 Flood embankments
- •7.2 Roads
- •7.3 Drainage
- •7.4 Railways
- •7.5 Coal storage
- •7.3 Oil tank compounds
- •7.7 Ash disposal areas
- •8 Methods of construction
- •8.1 Site clearance, access roads and construction offices
- •8.2 Underground construction
- •8.3 Groundwater lowering
- •8.4 Excavating machinery
- •8.6 Formwork and reinforcement
- •8.7 Mixing and placing of concrete
- •9 Direct cooled circulating water systems
- •9.1 Civil engineering structures in direct cooling systems
- •9.2 Culverts
- •3.3 Pumphouse and screen chamber intake
- •9.4 Cooling water tunnels
- •9.5 Submersible cooling water structures
- •9.6' Maintenance considerations
- •10 Harbours and jetties
- •10.1 General
- •10.2 Types of harbours and jetties
- •10.3 Construction of harbours and jetties
- •11 Loadings
- •11.1 Definitions
- •11.2 Imposed loads due <o plant
- •11.3 Distributed imposed loads
- •II. 6 Reduced loadings in main beams and columns
- •11.4 Cranes
- •11.5 Wind and snow loads
- •12 Steel frames
- •12.1 Steelwork
- •13 Reinforced concrete
- •13.1 General
- •13.2 Formwork
- •13.3 Reinforcement
- •1^.4 Design of reinforced concrete
- •12.2 Design of members
- •12.3 Connections
- •12.4 Protection of steelwork
- •13.5 Movement joints
- •13.6 Curing
- •13.7 Precast concrete
- •14 Prestressed concrete
- •14.1 Prestressing
- •14.2 Prestressed piling
- •14.2 Prestressed piling
- •14.3 Prestressed concrete pressure vessels and containments
- •15 Brickwork and blockwork
- •15.1 General
- •15.2 Bricks
- •15.3 Mortar
- •15.4 Brickwork
- •15.5 Blocks
- •15.8 Openings
- •15.6 Blockwork
- •16 Lightweight walling systems
- •16.1 Sheeting
- •16.2 Insulation
- •16.3 Fixings
- •16.4 Durability
- •17 Roofing
- •17.1 Structural elements
- •17.2 Insulation and weatherproofing layers
- •17.3 Application to power stations
- •17.4 Durability
- •17.5 Rainwater disposal
- •18 Finishes
- •18.1 Floor finish considerations
- •18.2 Types of floor finish
- •18.3 Finishes to walls and ceilings
- •18.4 Wall tiling and other special finishes
- •18.5 Internal painting
- •18^6 External painting
- •19 Turbine hall and boiler house construction
- •19.1 General
- •19.2 Structural considerations
- •19.3 Erection of steelwork
- •19.4 ''Cladding
- •19.5 Ventilation
- •19.6 Floor and wall finishes
- •20 Reactor construction
- •20.1 Reactors
- •20.2 Reactor buildings
- •21.2 Control room building
- •21.3 Gas turbine house
- •21.4 CW pumphouse
- •21.6 Workshops and stores
- •21.7 Offices, welfare blocks, laboratories and similar buildings
- •22 Chimneys, cooling towers and precipitators
- •22.1 Chimneys
- •22.2 Cooling towers
- •22.3 Precipitators
- •23 Architecture and landscape
- •23.1 General power station architecture
- •23.2 Landscape considerations
- •23.3 Preparatory works
- •23.4 Landscape layout
- •24 Regulations
- •24.1 Government instruments
- •24.2 Factories Act
- •24.4 Building regulations
- •24.5 Nuclear station licensing
- •25 Civil engineering contracts
- •25.2 Forms of contract
- •25.3 Contract strategy
- •25.4 Contract placing
- •25.5 Contract administration
- •25.6 Budgetary approval and control
- •26 References
- •Appendix A
- •SUBJECT INDEX
concrete or similar cladding. They are usually several |
21.4 |
CW pumphouse |
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storeys in height, cable basements |
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being |
provided |
The |
CW |
pumps |
on |
some |
power |
stations |
are |
located |
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under the control room and switchgear rooms. Due to |
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the large number of cable openings, |
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trenches, |
plinths |
in open pits, unprotected from the weather. If outdoor |
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and similar arrangements, floors are usually of in-situ |
equipment is not used they are provided with a low’ |
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concrete construction as is the roof of the building. |
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superstructure. |
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The control room building has finishings of a fairly |
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high standard in the entrance hall, staircases and the |
structures up to 15.24 m high, these having structural |
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control room itself. Terrazzo or similar floors are |
steel or reinforced concrete frames which provide |
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frequently used in entrance halls and staircases and |
support for overhead cranes and carry the walls and |
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rubber or similar noise-absorbent floor finishes in the |
roofs. Lightweight metal deck roofing and light |
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control room. Panelling or similar finishes are used on |
weight metal wall panels are the usual forms of |
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the walls in these rooms, and suspended ceilings using |
cladding. |
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acoustic |
tiles |
or |
other |
removable |
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panels |
arc |
used |
to |
Circular |
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pumphouses |
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have |
been |
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constructed |
for |
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conceal |
ventilating |
ducts and other |
services |
located |
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hydraulic |
reasons |
and |
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because |
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have |
certain |
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high level. |
Cable |
basements |
usually |
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granolithic |
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structural |
advantages |
for |
the |
foundation |
design. |
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floors, fair |
faced |
brick |
or |
concrete |
walls |
and concrete |
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usually |
have |
a radial crane |
for |
handling |
pump |
com |
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ceilings. |
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ponents. |
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To keep the air free from dust and to maintain a low |
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To |
prevent |
mechanical |
damage |
to |
the |
walls |
at |
low |
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humidity a |
forced or balanced |
plenum |
air |
conditioning |
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level |
it |
is |
usual to |
have |
a |
plinth |
of |
brick |
or |
precast |
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system |
is |
installed |
and doors |
are |
located |
in |
such a |
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concrete panels 3 m to 3.7 m high and this is normally |
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manner |
that |
air |
locks |
are |
provided |
to |
minimise heat |
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finished |
with |
a fair face |
internally. The |
cladding |
is not |
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loss. The necessity |
for |
accurate reading |
of |
instruments |
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usually |
lined |
and |
large |
areas |
of |
glazing |
are |
provided. |
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on the |
panels means |
that |
the |
lighting |
of |
the |
control |
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is |
by |
manually |
controlled |
opening |
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win |
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room including |
the arrangement |
of |
windows |
requires |
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dows. Heating is |
not normally |
provided. Floors |
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special treatment. Diffused ceiling lighting usually gives |
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erally have a granolithic finish. |
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good results. |
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Should |
it |
be necessary |
to |
provide |
accommodation |
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21.3 |
Gas turbine house |
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for personnel or control panels, then brick or similar |
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materials are used for the walls to partition off the |
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Special |
features |
to |
be |
considered |
during |
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the |
design |
of |
section |
required, the |
ceiling |
being |
of |
wood |
wool |
slabs |
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or similar |
insulating |
materials. Finishes |
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used |
to suit |
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this building |
are |
the large |
filters |
and |
ducts |
for com |
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the requirements of the occupied area with heating and |
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bustion |
air |
to |
the sets |
and |
cooling |
air |
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and from |
the |
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ventilation being provided accordingly. |
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electrical generators and oil coolers, built onto the |
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structural |
foundations. |
Preferably |
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turbine |
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house should be independent of the main buildings and |
21.5 Coal, dust and ash plant |
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located in an area away from offices and similar build |
buildings |
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ings because of the noise factor. A steel or reinforced |
These buildings, apart from the amenities for personnel |
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concrete frame is normally used as provision must |
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cr*mande offoraboutanovcrhcad |
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15 |
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capacity. To |
operating the plant, usually consist of steel frames |
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give good sound insulation 340 mm or 460 mm brick or |
cladded in a similar manner to CW pumphouses. The |
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similar construction walls are used together with a |
cladding improves the appearance of the structures and |
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precast or in-situ concrete roof. Natural lighting is best |
acts as a weatherproof covering to protect plant and |
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obtained by the use of high-level windows or preferably |
personnel. In addition to supporting the cladding the |
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by roof lighting. |
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steel frame is used to support pipes, ductwork and plant |
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The ventilation of the gas turbine |
houses |
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usually |
items. It also supports cranes and lifting beams neces |
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by means of louvres and as the turbines operate for |
sary for plant repair and maintenance. |
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comparatively short periods and are not manned, the |
Some of the smaller buildings, such as ash pump |
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louvres can be electrically operated with control ther |
houses and the superstructures of transfer |
houses |
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mostats or similar equipment. |
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located mainly below ground level which do not |
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The turbine hall, filter room and other ancillary plant |
warrant a steel frame, are constructed from |
load |
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rooms usually have a granolithic floor finish with fair |
bearing brickwork with in-situ |
or |
precast |
concrete |
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faced brick walls and concrete ceilings. The control |
roofs. These buildings are not normally heated and |
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rooms have plastered walls and ceilings together with |
ventilation is by means of opening windows. Provision |
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Ihennoplaslic |
lile |
or |
similar |
floor |
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finishes. |
Heating |
for personnel, control panels or similar equipment is |
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of the control room is normally by means of electric . |
also made in a similar manner to that used for CW |
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tubular or similar heaters. |
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pumphouses. |
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Civil engineering and building works |
Chapter 3 |
21.6 |
Workshops and stores |
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The main workshops |
and stores are usually steel |
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framed |
buildings with |
insulated lightweight cladding |
for walls and lightweight metal deck roofs. Overhead travelling cranes are provided in the main workshops and the heavy stores. Natural lighting is normally provided by roof lights and glazing in the walls. It is normal for walls to have a plinth 3 m to 3.7 m high of brickwork or precast concrete panels to help resist mechanical damage. A typical layout of stores and workshops is shown in Fig 3.66.
Ventilation is usually by manually operated opening windows or roof ventilators in the workshops and stores. Hot water or steam unit heaters at high level are the most satisfactory forms of heating for these build ings. Heating of the stores office is usually done in the same manner as that used for the main office block. Walls in the workshops are usually fair faced brickwork to the plinth, and floors have a granolithic finish except for the machine shop and other special areas where end grain wood block is sometimes used.
STATION
NORTH
Special attention must be paid to garages, paint shops, joiners' shops, blacksmiths’ shops and other similar locations where the fire risk is high. One satisfactory method of dealing with this problem is to locate them in brick buildings with concrete roofs, separate from, or as annexes to the workshops. Some form of extract ventilation is provided in the joiners’ and paint shops, especially if woodworking machinery is used and spray painting is carried out.
21.7 Offices, welfare blocks, laboratories and similar buildings
These may be separate buildings or they may be combined in a central block. If single-storey construc tion is used then the buildings are often of load bearing wall construction. If they consist of more than one storey then a frame of steel or reinforced concrete is used.
Heating of these buildings is usually by means of hot water or steam and there are many attractive heating
Fig. 3.66 Arrangement of stores and workshops
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