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BS 5970:2001

$215.11

Code of practice for thermal insulation of pipework and equipment in the temperature range of -100°C to +870°C

Published By Publication Date Number of Pages
BSI 2001 126
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PDF Pages PDF Title
1 BRITISH STANDARD
2 Committees responsible for this British�Standard
3 Contents
7 1 Scope
2 Normative references
8 3 Definitions
3.1 finishing materials
3.2 coating
3.3 paint
3.4 polymeric plastics compound
4 Exchange of design data
4.1 Information to be supplied by the purchaser
10 4.2 Information to be supplied by the manufacturer or contractor
4.3 Drawings and documentation
11 5 Factors affecting planning and programming
5.1 Because insulation contractors’ operations on site are dependent upon the progress of other c…
5.2 Examples of factors that could affect the insulation contractor’s work are as follows:
6 Typical characteristics of insulating materials and systems
6.1 Thermal conductivity
12 6.2 Physical forms
6.3 Bulk density
6.4 Suitability for service temperature
13 Table 1 — Typical insulating materials for use at temperatures higher than ambient
15 Tabel 2 — Typical insulating materials for use at temperatures below ambient
6.5 Thermal expansions
16 6.6 Resistance to compaction
6.7 Resistance to water vapour penetration and to water absorption
6.8 Mechanical strength, resilience and durability
6.9 Fire and explosion hazards
18 6.10 Resistance to vermin, fungus and moulds
6.11 Health hazards
19 6.12 Removal and replacement
6.13 Heat capacity
6.14 Freedom from objectionable odour
6.15 Corrosion
23 6.16 Chemical resistance
6.17 Maintenance requirements
24 7 Selection of thermal insulating materials
7.1 General
7.2 Types available
25 7.3 Typical properties of thermal insulating materials
26 7.4 Typical dimensions
7.5 Applicability of thermal insulating materials
29 8 Selection of securing materials
8.1 General
8.2 Adhesives
31 Table 3 — Insulation bonding adhesives for pre-formed sections and slabs
34 8.3 Mechanical securements
35 8.4 Combination
8.5 Insulation hangers
9 Selection of vapour barriers
9.1 General
37 Table 4 — Typical values for water vapour permeance
38 Table 5 — Water vapour permeance conversion table
40 9.2 Vapour barriers for use over insulation applied to surfaces below dew-point
9.3 Vapour barriers for use over insulation applied to surfaces below dew-point for short periods
10 Selection of finishing materials, including ultimate treatment of finish
10.1 General
10.2 Classification of finishing materials
41 10.3 Reasons for use of finishing materials
10.4 Typical uses for finishing materials
42 10.5 Finishes for refrigeration work
10.6 Finishes to improve fire protective properties
10.7 Finishes for use over pipes in enclosed spaces, ducts, subways and beneath buildings
10.8 Ultimate treatment of finish
43 10.9 Identification of the contents of a system
11 Selection of thermal insulating systems
11.1 Optimum effectiveness
44 11.2 Extent of system
11.3 General
11.4 Control factors
46 12 Site considerations — Basis and method of presenting schedule of work
12.1 Well before work at site begins, the purchaser should provide the contractor with a clear pr…
12.2 The purchaser and contractor should clearly understand their responsibilities regarding supp…
12.3 Where areas of plant to be insulated are to be left bare for a period,�e.g.�to make provisio…
12.4 Where the satisfactory application of insulating and finishing materials is likely to be dep…
12.5 In order that the contractor can operate on an efficient and economical basis, complete sect…
12.6 The contractor’s tender and purchaser’s subsequent requisition should contain a clear descri…
12.7 If a contractor is called upon to repair or modify previously completed work, the purchaser …
12.8 Before work at site is commenced, the purchaser and contractor should be in complete agreeme…
13 Packaging and transport to site
13.1 Methods of packing
13.2 Protection against crushing
13.3 Packing of plastic compositions and finishing compositions or cements
47 13.4 Methods of identification of packages
14 Labour and supervision
15 Provision of storage space, protection and safety during storage
15.1 Space should be provided for the contractor to store insulation and ancillary materials.
15.2 All materials should be stored in a dry atmosphere undercover and inspected at periods not e…
15.3 Stock rotation should be employed i.e. first in, first out.
15.4 Cartons or packs containing slab insulation should be stored flat.
15.5 Bags containing mattress insulation should be stacked flat and not more than four high.
15.6 Sheet metal should be delivered as single sheets or in bundles, dependent on the type of han…
15.7 Sheet edges should be examined at least monthly to see�if any discoloration has taken place….
15.8 When storage for longer than�3�months is contemplated, the supplier should be consulted for …
15.9 Adhesives, coatings and mastics should be stored undercover in a dry atmosphere at a tempera…
16 Provision of power, water, light, heat and accommodation for personnel
16.1 Power and water
48 16.2 Light and heat
16.3 Accommodation and storage
17 Provision of access equipment
18 Responsibility for studs, cleats, etc.
19 Observance of site safety and security regulations
19.1 The purchaser should notify the contractor of any local site safety and security regulations.
19.2 If other work is proceeding on site, a safe working area should be defined and agreed, from …
20 Protection of adjacent equipment and surfaces
21 Clearing waste material from site
22 Health considerations
49 23 Methods of application and practical consideration
23.1 Insulating materials should be kept dry in store and during erection.
23.2 Apart from certain load-bearing materials, most types of insulating materials should be supp…
23.3 In order to maintain the thermal efficiency of the systems, all insulating materials, howeve…
23.4 Where the main insulation consists of pre-formed, or flexible material, all edges or ends sh…
23.5 As a general rule insulation work should be carried out with the plant off�load. In certain …
23.6 Before any section of the insulation work on piping, vessels or ductwork is commenced, all h…
23.7 The junction between removable and permanent insulation should be so arranged as to be readi…
23.8 One of the chief problems, when insulating complicated plant, is to provide for adequate acc…
23.9 The plant designer should allow a minimum clearance of�50�mm beyond the full extent of therm…
23.10 Where pipe banks against walls or ceilings are involved, the designer should envisage the s…
24 Surface preparation and accessories
24.1 Surface preparation
24.2 Attachments
51 24.3 Insulation supports
52 24.4 Securement
24.5 Reinforcement
53 25 Cold insulation�— Application for systems operating in the temperature range (100�ºC to ambien…
25.1 General
54 25.2 Adhesives and fastenings
25.3 Typical erection methods
56 25.4 Pipework and fittings
25.5 Vessels and large curved surfaces
57 25.6 Storage tanks
25.7 Air�conditioning ductwork operating below ambient temperature
59 25.8 Flat and irregular surfaces (including machinery)
26 Hot insulation�— Application for systems operating in the temperature range�above ambient to�8…
26.1 General
Table 6 — Expansion gaps
60 26.2 Pipework
64 26.3 Vessels and large curved surfaces
67 26.4 Air ducts and gas flues
72 26.5 Flat and irregular surfaces (including machinery)
73 27 Indoor finishes and their methods of application
27.1 Sheet metal
75 Table 7 — Thickness of metal cleading
76 Table 8 — Compatibility between screws/rivets and cleading material
27.2 Aluminium foils and laminates
27.3 Mastic and coating finishes
77 27.4 Hard-setting composition, self-setting cement and gypsum plaster
27.5 Non-metallic sheet
78 27.6 Textile fabrics
79 28 Weather�resistant finishes
28.1 Sheet metal
28.2 Non-metallic sheet
28.3 Self�setting cement
80 28.4 Weatherproofing compounds
81 28.5 Roofing felt and wire netting
29 Ultimate treatment of finish painting
30 Inspection and testing
31 Maintenance recommendations
31.1 General
82 31.2 Inspection, maintenance and sealing of insulation containing asbestos
31.3 Stripping old asbestos�containing insulation
32 Guarantees
33 Design considerations
33.1 Reasons for insulation
83 33.2 Application
33.3 Economic thickness
84 33.4 Conditions at the point of delivery
85 33.5 Protection of personnel
86 33.6 Thermal efficiency
33.7 Insulation against freezing
33.8 Protection against surface condensation
87 Figure 1 — Typical thermal conductivity values for insulating materials used at above and below ambient temp…
88 Figure 2 — Typical contraction/expansion joints for insulated pipework (for use at 5 °C or colder)
89 Figure 3 — Linear thermal movement of various materials between temperatures of +20 °C and –100 °C
90 Figure 4 — Typical compression/support joint (for use at 5 °C or colder)
91 Figure 5 — Typical cleading and/or insulation support for vertical pipework — Spacing of joints (hot insulat…
92 Figure 6 — Typical cleading and/or insulation support for vertical pipework — Support arrangements (hot insu…
93 Figure 7 — Typical methods of insulating vertical vessels
94 Figure 8 — Typical methods of insulating horizontal vessels
95 Figure 9a — Typical insulation supports for vessels
96 Figure 9b — Typical insulation supports for vessels
97 Figure 10 — Method of supporting cleading
98 Figure 11 — Saturation vapour pressure against temperature over ice
99 Figure 12 — Vapour barriers — Maximum values for water vapour permeance
100 Figure 13 — Typical hanger in direct contact with pipe (not for pipes operating below ambient temperature)
101 Figure 14 — Typical hanger incorporating load-bearing insulation (for pipes operating above or below ambient …
102 Figure 15 — Typical roller support incorporating load-bearing insulation (for pipes operating above or below …
103 Figure 16 — Typical support for circular ducting incorporating load-bearing insulation (for pipes operating a…
104 Figure 17 — Typical support for rectangular ducting incorporating load-bearing insulation (for pipes operatin…
105 Figure 18 — Typical method for insulating vessels with conical bottoms
106 Figure 19 — Typical proprietary support inserts
107 Figure 20 — Typical arrangement showing termination of insulation adjacent to the tank bottom
108 Figure 21 — Typical arrangement showing termination of insulation adjacent to the tank roof
109 Figure 22 — Typical method of staggering insulation sections on a straight pipe (applies where pipe sections …
110 Figure 23 — Typical method of insulating a valve where metal cladding is not required
111 Figure 24 — Typical method of insulating branches of vessel for cold work showing layered junction
112 Figure 25 — Typical valve box
113 Figure 26 — Typical flange box
114 Figure 27 — Typical method of insulating manhole (cold work)
115 Figure 28 — Insulation of large valves using closed cell flexible insulants
117 Figure 29 — Typical method indicating the extent of insulation on vessel skirt
118 Figure 30 — Typical method of insulating expansion bellows
Figure 31 — Typical method of insulating flexible pipe
119 Figure 32 — Typical method of insulating steam traced pipe
120 Figure 33 — Detail of inverted collar at manhole
121 Figure 34 — Insulated support plate for metal cleading — 150 mm square
122 Figure 35 — Typical joints in sheet metal
123 Figure 36 — Typical expansion joint between hot vessel and self-setting cement covering
BS 5970:2001
$215.11