{"id":312394,"date":"2024-10-19T21:29:03","date_gmt":"2024-10-19T21:29:03","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-iso-22762-22018-tc\/"},"modified":"2024-10-25T19:28:09","modified_gmt":"2024-10-25T19:28:09","slug":"bs-iso-22762-22018-tc","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-iso-22762-22018-tc\/","title":{"rendered":"BS ISO 22762-2:2018 – TC"},"content":{"rendered":"
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
93<\/td>\n | National foreword <\/td>\n<\/tr>\n | ||||||
98<\/td>\n | Foreword <\/td>\n<\/tr>\n | ||||||
99<\/td>\n | Introduction <\/td>\n<\/tr>\n | ||||||
100<\/td>\n | 1 Scope 2 Normative references 3 Terms and definitions <\/td>\n<\/tr>\n | ||||||
102<\/td>\n | 4 Symbols <\/td>\n<\/tr>\n | ||||||
105<\/td>\n | 5 Classification 5.1 General 5.2 Classification by construction <\/td>\n<\/tr>\n | ||||||
106<\/td>\n | 5.3 Classification by tolerances on shear stiffness 6 Requirements 6.1 General 6.2 Type tests and routine tests <\/td>\n<\/tr>\n | ||||||
109<\/td>\n | 6.3 Functional requirements 6.4 Design compressive force and design shear displacement 6.5 Performance requirements 6.5.1 General <\/td>\n<\/tr>\n | ||||||
110<\/td>\n | 6.5.2 Compressive properties 6.5.3 Rotation properties 6.5.4 Shear properties <\/td>\n<\/tr>\n | ||||||
111<\/td>\n | 6.5.5 Tensile properties <\/td>\n<\/tr>\n | ||||||
112<\/td>\n | 6.5.6 Dependencies of shear properties <\/td>\n<\/tr>\n | ||||||
113<\/td>\n | 6.5.7 Shear displacement capacity 6.5.8 Durability <\/td>\n<\/tr>\n | ||||||
114<\/td>\n | 6.5.9 Cyclic compressive fatigue properties 6.5.10 Reaction force characteristics at low-rate deformation 6.6 Rubber material requirements 6.6.1 General 6.6.2 Tensile properties <\/td>\n<\/tr>\n | ||||||
115<\/td>\n | 6.6.3 Properties after ageing in air <\/td>\n<\/tr>\n | ||||||
116<\/td>\n | 6.6.4 Hardness 6.6.5 Adhesion properties 6.6.6 Compression set <\/td>\n<\/tr>\n | ||||||
117<\/td>\n | 6.6.7 Ozone resistance 6.6.8 Other properties 6.7 Dimensional requirements 6.8 Requirements on steel used for flanges and reinforcing plates 7 Design rules 7.1 General <\/td>\n<\/tr>\n | ||||||
119<\/td>\n | 7.2 Shape factor 7.2.1 First shape factor 7.2.2 Second shape factor <\/td>\n<\/tr>\n | ||||||
120<\/td>\n | 7.3 Compressive and shear properties 7.3.1 Compressive stiffness 7.3.2 Shear stiffness and equivalent damping ratio 7.4 Shear strain due to horizontal displacements <\/td>\n<\/tr>\n | ||||||
121<\/td>\n | 7.5 Total local shear strain 7.5.1 Local shear strain due to compressive force 7.5.2 Local shear strain due to compressive force 7.5.3 Total local shear strain <\/td>\n<\/tr>\n | ||||||
122<\/td>\n | 7.6 Tensile stress on reinforcing steel plates 7.7 Stability 7.7.1 Maximum compressive stress in non-seismic condition 7.7.2 Rotation performance check <\/td>\n<\/tr>\n | ||||||
123<\/td>\n | 7.7.3 Buckling check 7.7.4 Tensile stress on isolator 7.8 Force, moment and deformation affecting structures 7.8.1 Shear force affecting structures due to movement 7.8.2 Resistance to rotation <\/td>\n<\/tr>\n | ||||||
124<\/td>\n | 7.8.3 Compressive displacement due to compressive force 7.9 Design of fixings 7.9.1 External forces affecting joint members 7.9.2 Fixings and stresses to be checked <\/td>\n<\/tr>\n | ||||||
125<\/td>\n | 7.9.3 Allowable stress 8 Manufacturing tolerances 8.1 General 8.2 Measuring instruments 8.3 Plan dimensions of isolator body 8.3.1 Measurement method (see Figure 1) <\/td>\n<\/tr>\n | ||||||
126<\/td>\n | 8.3.2 Tolerances 8.4 Product height 8.4.1 Measurement method <\/td>\n<\/tr>\n | ||||||
128<\/td>\n | 8.4.2 Tolerances <\/td>\n<\/tr>\n | ||||||
129<\/td>\n | 8.5 Flatness of products 8.5.1 Measurement method 8.5.2 Tolerances 8.6 Horizontal offset 8.6.1 Measurement method 8.6.2 Tolerances 8.7 Plan dimensions of flanges <\/td>\n<\/tr>\n | ||||||
130<\/td>\n | 8.8 Flange thickness 8.9 Tolerances on positions of flange bolt holes <\/td>\n<\/tr>\n | ||||||
131<\/td>\n | 9 Marking and labelling 9.1 Information to be provided 9.2 Additional requirements <\/td>\n<\/tr>\n | ||||||
132<\/td>\n | 9.3 Marking and labelling examples 10 Test methods 11 Quality assurance <\/td>\n<\/tr>\n | ||||||
133<\/td>\n | Annex A (normative) Tensile stress in reinforcing steel plate <\/td>\n<\/tr>\n | ||||||
135<\/td>\n | Annex B (normative) Buckling stability <\/td>\n<\/tr>\n | ||||||
136<\/td>\n | Annex C (normative) Allowable tensile stress in isolator <\/td>\n<\/tr>\n | ||||||
137<\/td>\n | Annex D (informative) Dependency of ultimate properties on shape factor <\/td>\n<\/tr>\n | ||||||
141<\/td>\n | Annex E (informative) Minimum recommended tensile properties for rubber materials <\/td>\n<\/tr>\n | ||||||
142<\/td>\n | Annex F (informative) Compressive stiffness <\/td>\n<\/tr>\n | ||||||
146<\/td>\n | Annex G (informative) Determination of shear properties of elastomeric isolators <\/td>\n<\/tr>\n | ||||||
151<\/td>\n | Annex H (informative) Determination of local shear strain due to compression <\/td>\n<\/tr>\n | ||||||
154<\/td>\n | Annex I (informative) Maximum compressive stress <\/td>\n<\/tr>\n | ||||||
155<\/td>\n | Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Tracked Changes. Elastomeric seismic-protection isolators – Applications for bridges. Specifications<\/b><\/p>\n |