BS EN 385:2001
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
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Finger jointed structural timber. Performance requirements and minimum production requirements
Hardcopy , PDF
01-31-2014
English
03-18-2002
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Foreword
Introduction
1 Scope
2 Normative references
3 Terms and definitions
4 Symbols
5 Requirements
5.1 General
5.2 Timber
5.2.1 Species
5.2.2 Knots and fissures
5.3 Adhesives
5.4 Bending strength
6 Manufacturing requirements
6.1 Production conditions
6.2 Timber
6.3 Adhesive application
6.3.1 Adhesive application by machine
6.3.2 Manual adhesive application
6.4 Assembly and end pressure
6.4.1 Assembly
6.4.2 End pressure
7 Quality control
7.1 Factory production control
7.1.1 General
7.1.2 Sampling of finger joints
7.1.3 Testing of finger joints
7.1.4 Compliance
7.2 Organization of factory production control
7.2.1 Responsibility and authority
7.2.2 Delegated by the manufacturer for factory
production control
7.2.3 Inspection by the manufacturer
7.3 Documentation of the quality control system
7.4 Inspection and testing
7.4.1 General
7.4.2 Action in case of non-conformity
7.4.3 Quality surveillance of non-conformity
finger joints
8 Type testing: Initial determination of joint
strength
8.1 General
8.2 Materials
8.3 Preparation of specimens
8.4 Procedure
8.5 Test report
8.6 Classification of joints
Annex A (informative) The task of the third party
certification body
Defines requirements for bonded finger joints and minimum requirements for the manufacture of cut, interlocking, bonded finger joints in structural timber members. For timber, adhesive, moisture content, cutting and bonding, requirements are specified. It applies only to finger joints between timber members of the same species type.
| Committee |
B/518
|
| DevelopmentNote |
Supersedes 01/101463 DC (04/2002)
|
| DocumentType |
Standard
|
| Pages |
20
|
| PublisherName |
British Standards Institution
|
| Status |
Superseded
|
| SupersededBy | |
| Supersedes |
| Standards | Relationship |
| EN 385:2001 | Identical |
| NBN EN 385 : 2001 | Identical |
| SN EN 385 : 2002 | Identical |
| UNI EN 385 : 2003 | Identical |
| I.S. EN 385:2002 | Identical |
| NF EN 385 : 2002 | Identical |
| DIN EN 385:2007-11 | Identical |
| NS EN 385 : 2ED 2002 | Identical |
| NEN EN 385 : 2001 | Identical |
| UNE-EN 385:2002 | Identical |
| DIN EN 385:2002-03 | Identical |
| BS 5268-3:2006 | Structural use of timber Code of practice for trussed rafter roofs |
| BS 6446:1997 | Specification for manufacture of glued structural components of timber and wood based panels |
| BS 5268-3:1998 | Structural use of timber Code of practice for trussed rafter roofs |
| BS 5268-2:2002 | Structural use of timber Code of practice for permissible stress design, materials and workmanship |
| BS 5268-2:1996 | Structural use of timber Code of practice for permissible stress design, materials and workmanship |
| BS 5268-6.1:1996 | Structural use of timber Code of practice for timber frame walls - Dwellings not exceeding seven storeys |
| BS 5268-6.2(2001) : 2001 | STRUCTURAL USE OF TIMBER - PART 6: CODE OF PRACTICE FOR TIMBER FRAME WALLS - SECTION 6.2: BUILDINGS OTHER THAN DWELLINGS NOT EXCEEDING FOUR STOREYS |
| BIP 2198 : 2012 | CONCISE EUROCODE FOR DESIGN OF TIMBER STRUCTURES: BS EN 1995: EUROCODES 5 |
| 08/30154716 DC : DRAFT DEC 2008 | BS 5268-6-2 AMD1 - STRUCTURAL USE OF TIMBER - PART 6-2: CODE OF PRACTICE FOR TIMBER FRAME WALLS - BUILDINGS OTHER THAN DWELLINGS NOT EXCEEDING 4 STOREYS |
| EN 301:2017 | Adhesives, phenolic and aminoplastic, for load-bearing timber structures - Classification and performance requirements |
| EN 408:2010+A1:2012 | Timber structures - Structural timber and glued laminated timber - Determination of some physical and mechanical properties |
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