{"id":382159,"date":"2024-10-20T03:14:48","date_gmt":"2024-10-20T03:14:48","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-6349-1-42021-tc\/"},"modified":"2024-10-26T05:54:01","modified_gmt":"2024-10-26T05:54:01","slug":"bs-6349-1-42021-tc","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-6349-1-42021-tc\/","title":{"rendered":"BS 6349-1-4:2021 – TC"},"content":{"rendered":"

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n30441913 <\/td>\n<\/tr>\n
139<\/td>\nA-30406693 <\/td>\n<\/tr>\n
144<\/td>\nForeword <\/td>\n<\/tr>\n
147<\/td>\nSection 1: General
Introduction
1 Scope
2 Normative references <\/td>\n<\/tr>\n
151<\/td>\n3 Terms, definitions and abbreviated terms <\/td>\n<\/tr>\n
153<\/td>\nSection 2: Concrete
4 General recommendations for concrete
5 Design and construction of concrete structures <\/td>\n<\/tr>\n
154<\/td>\n6 Durability of concrete structures <\/td>\n<\/tr>\n
155<\/td>\n7 Deterioration processes in concrete structures
7.1 General <\/td>\n<\/tr>\n
156<\/td>\nTable 1 \u2014 Limiting values for composition and properties for both reinforced and unreinforced concrete with normal\u2011weight aggregates exposed to both UK seawater conditions and abrasion for a required design working life up to 100 yearsA) B)
7.2 Chloride\u2011induced corrosion <\/td>\n<\/tr>\n
157<\/td>\nTable 2 \u2014 Maritime exposure classes for chloride induced corrosion of steel in concrete by seawater <\/td>\n<\/tr>\n
159<\/td>\n7.3 Carbonation\u2011induced corrosion <\/td>\n<\/tr>\n
160<\/td>\nTable 3 \u2014 Maximum water\/cement ratioA), minimum cement\/combination contentB) and indicative compressive strength classC) for normal\u2011weight concreteD) of 20 mm maximum aggregate size for reinforced and prestressedE) concrete exposed to XSM exposure conditi <\/td>\n<\/tr>\n
161<\/td>\nTable 3 \u2014 Maximum water\/cement ratioA), minimum cement\/combination contentB) and indicative compressive strength classC) for normal\u2011weight concreteD) of 20 mm maximum aggregate size for reinforced and prestressedE) concrete exposed to XSM exposure conditi <\/td>\n<\/tr>\n
162<\/td>\nTable 4 \u2014 Maximum water\/cement ratioA), minimum cement\/combination contentB) and indicative compressive strength classC) for normal\u2011weight concreteD) of 20 mm maximum aggregate size for reinforced and prestressedE) concrete exposed to XSM exposure conditi <\/td>\n<\/tr>\n
163<\/td>\nTable 4 \u2014 Maximum water\/cement ratioA), minimum cement\/combination contentB) and indicative compressive strength classC) for normal\u2011weight concreteD) of 20 mm maximum aggregate size for reinforced and prestressedE) concrete exposed to XSM exposure conditi <\/td>\n<\/tr>\n
164<\/td>\nTable 5 \u2014 Maximum water\/cement ratioA), minimum cement\/combination contentB) and indicative compressive strength classC) for normal\u2011weight concreteD) of 20 mm maximum aggregate size for reinforced and prestressedE) concrete exposed to XSM exposure conditi <\/td>\n<\/tr>\n
165<\/td>\nTable 5 \u2014 Maximum water\/cement ratioA), minimum cement\/combination contentB) and indicative compressive strength classC) for normal\u2011weight concreteD) of 20 mm maximum aggregate size for reinforced and prestressedE) concrete exposed to XSM exposure conditi <\/td>\n<\/tr>\n
166<\/td>\n7.4 Sulfate attack
7.5 Delayed ettringite formation (DEF)
7.6 Freeze\u2013thaw
7.7 Alkali\u2011silica reaction <\/td>\n<\/tr>\n
167<\/td>\n8 Materials and workmanship in concrete structures
8.1 General
8.2 Chloride content of concrete
Table 6 \u2014 Chloride content class of concrete for maritime structures
8.3 Reinforcement <\/td>\n<\/tr>\n
168<\/td>\n8.4 Pre\u2011tensioning and post\u2011tensioning systems
8.5 Cover
8.6 Curing <\/td>\n<\/tr>\n
169<\/td>\nTable 7 \u2014 Minimum curing periods for different cement types
8.7 Underwater concreting <\/td>\n<\/tr>\n
171<\/td>\nSection 3: Metals
9 Structural steels and castings
9.1 Steel plates and sections <\/td>\n<\/tr>\n
172<\/td>\n9.2 Steel castings
9.3 Chains <\/td>\n<\/tr>\n
173<\/td>\n9.4 Cast irons
9.5 Corrosion and corrosion mitigation <\/td>\n<\/tr>\n
178<\/td>\n9.6 Protective paints, coatings and wraps <\/td>\n<\/tr>\n
181<\/td>\n9.7 Cathodic protection <\/td>\n<\/tr>\n
182<\/td>\n10 Aluminium and its alloys
10.1 General
10.2 Structural properties <\/td>\n<\/tr>\n
183<\/td>\n10.3 Corrosion and corrosion protection
11 Other metals <\/td>\n<\/tr>\n
184<\/td>\nSection 4: Timber
12 General recommendations for timber
13 Resistance to environmental hazards
13.1 Mechanical damage
13.2 Biological attack <\/td>\n<\/tr>\n
185<\/td>\n13.3 Fungal decay
13.4 Marine borers
14 Functional suitability
14.1 Piling
14.2 Superstructures <\/td>\n<\/tr>\n
186<\/td>\n14.3 Kerbs and capping pieces
14.4 Fendering and rubbing strips
14.5 Sea defences
14.6 Dock blocks
14.7 Other applications
15 Fastenings <\/td>\n<\/tr>\n
188<\/td>\nSection 5: Polymers
16 Elastomers
16.1 Rubber <\/td>\n<\/tr>\n
190<\/td>\nTable 8 \u2014 Vulcanized rubber compound physical and mechanical properties <\/td>\n<\/tr>\n
191<\/td>\n16.2 Polyurethane <\/td>\n<\/tr>\n
192<\/td>\nTable 9 \u2014 PTMEG polyurethane elastomer compound physical and mechanical properties <\/td>\n<\/tr>\n
193<\/td>\n16.3 Elastomers for fenders <\/td>\n<\/tr>\n
194<\/td>\n16.4 Elastomers for structural bearings
16.5 Embedded\/integral steel reinforcing plates <\/td>\n<\/tr>\n
195<\/td>\n17 Plastics
17.1 General recommendations for plastics
17.2 UHMW-PE <\/td>\n<\/tr>\n
196<\/td>\nTable 10 \u2014 Material properties for UHMW-PE <\/td>\n<\/tr>\n
197<\/td>\nSection 6: Stone for armouring or protection works
18 General recommendations for stone
19 Grading
19.1 General
19.2 Cover layer underlayer and filter applications <\/td>\n<\/tr>\n
198<\/td>\n19.3 Volume filling materials
20 Geometrical parameters <\/td>\n<\/tr>\n
199<\/td>\n21 Physical and chemical parameters <\/td>\n<\/tr>\n
200<\/td>\n22 Particular armourstone sources
23 Use of stone with concrete armour units <\/td>\n<\/tr>\n
201<\/td>\nSection 7: Bituminous materials
24 Asphaltic concrete <\/td>\n<\/tr>\n
203<\/td>\n25 Sand mastic
26 Open stone asphalt <\/td>\n<\/tr>\n
205<\/td>\n27 Lean sand asphalt <\/td>\n<\/tr>\n
206<\/td>\nAnnex A (informative)\u2002 Factors affecting the design of maritime concrete <\/td>\n<\/tr>\n
208<\/td>\nFigure A.1 \u2014 Schematic diagram of the chloride transport processes in a maritime structure <\/td>\n<\/tr>\n
209<\/td>\nFigure A.2 \u2014 Effect of macroclimate on chloride ingress\/induced corrosion <\/td>\n<\/tr>\n
210<\/td>\nAnnex B (informative)\u2002 Enhanced protection of reinforcement <\/td>\n<\/tr>\n
212<\/td>\nAnnex C (informative)\u2002 Historically measured corrosion rates
Table C.1 \u2014 Measured corrosion rates for non\u2011alloy structural steels in temperate climates <\/td>\n<\/tr>\n
213<\/td>\nAnnex D (informative)\u2002 Guidance on the specification of materials for elastomeric fenders <\/td>\n<\/tr>\n
215<\/td>\nAnnex E (informative)\u2002 Typical production control system for elastomeric fenders <\/td>\n<\/tr>\n
220<\/td>\nAnnex F (informative)\u2002 Uses of bituminous materials <\/td>\n<\/tr>\n
221<\/td>\nTable F.1 \u2014 Possible uses of bituminous materials in maritime protection works <\/td>\n<\/tr>\n
222<\/td>\nBibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Tracked Changes. Maritime works – General. Code of practice for materials<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
BSI<\/b><\/a><\/td>\n2021<\/td>\n226<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":382166,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2641],"product_tag":[],"class_list":{"0":"post-382159","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-bsi","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/382159","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/382166"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=382159"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=382159"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=382159"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}