{"id":408127,"date":"2024-10-20T05:29:08","date_gmt":"2024-10-20T05:29:08","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-en-145922022\/"},"modified":"2024-10-26T09:58:05","modified_gmt":"2024-10-26T09:58:05","slug":"bs-en-145922022","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-en-145922022\/","title":{"rendered":"BS EN 14592:2022"},"content":{"rendered":"

This document specifies the characteristics of the following types of dowel-type fasteners: – nails; – staples; – screws; – dowels; – bolts with nuts. This document covers dowel-type fasteners for structural use in load bearing timber structures only. This document covers also the following additional intended uses of the screws: – to fix roof or cladding elements to the timber structure, with or without insulation layers; and – as reinforcement inserted in timber or in a glue laminated timber element to improve its resistance to compression perpendicular to the grain. This document covers types of dowel-type fasteners, which are manufactured of either carbon steel or stainless steel and which may be coated for the following purposes: – corrosion protection (as Type 1 coating); – lubrication, to facilitate insertion (as Type 2 coating); – withdrawal enhancement and\/or collation for nails and staples (adhesive and\/or resin coatings) (as Type 3 coating). This document covers types of dowel-type fasteners, which are manufactured from materials and within the specifications for their geometry related properties, only as they are specified for: – nails (see G.1); – staples (see G.2); – screws (see G.3); – dowels (see G.4); and – bolts with nuts (see G.5). This document specifies also the assessment and verification of constancy of performance (AVCP) procedures of these characteristics and includes provisions for marking of dowel-type fasteners. This document does not cover dowel-type fasteners treated with fire retardants to improve their fire performance, nor does it cover glued-in rods.<\/p>\n

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
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
2<\/td>\nundefined <\/td>\n<\/tr>\n
6<\/td>\n1 Scope <\/td>\n<\/tr>\n
7<\/td>\n2 Normative references <\/td>\n<\/tr>\n
10<\/td>\n3 Terms, definitions, symbols, units and abbreviated terms
3.1 Terms and definitions <\/td>\n<\/tr>\n
12<\/td>\n3.2 Symbols, units and abbreviated terms <\/td>\n<\/tr>\n
13<\/td>\n4 General product characteristics \u2013 Testing, assessment and sampling method
4.1 Corrosion resistance
4.1.1 General
4.1.2 Pure zinc coating and hot-dipped galvanized coating
4.1.2.1 Determination
4.1.2.2 Evaluation
4.1.2.3 Expression <\/td>\n<\/tr>\n
14<\/td>\n4.1.3 Stainless steel
4.1.3.1 Determination
4.1.3.2 Evaluation
4.1.3.3 Expression <\/td>\n<\/tr>\n
15<\/td>\n4.1.4 Alternative coatings
4.1.4.1 Determination <\/td>\n<\/tr>\n
16<\/td>\n4.1.4.2 Evaluation
4.1.4.3 Expression <\/td>\n<\/tr>\n
17<\/td>\n4.2 Low cycle ductility (seismic performance)
4.3 Reaction to fire
4.3.1 General
4.3.2 Classification without testing (WT) <\/td>\n<\/tr>\n
18<\/td>\n4.3.3 Classification according to the test results
5 Product specific characteristics – Testing, assessment and sampling method
5.1 Nails
5.1.1 Mechanical strength and stiffness
5.1.1.1 General <\/td>\n<\/tr>\n
19<\/td>\n5.1.1.2 Characteristic yield moment
5.1.1.3 Characteristic withdrawal parameter <\/td>\n<\/tr>\n
20<\/td>\n5.1.1.4 Characteristic head pull-through parameter
5.1.1.5 Characteristic tensile capacity <\/td>\n<\/tr>\n
21<\/td>\n5.1.1.6 Low cycle ductility (seismic performance)
5.2 Staples
5.2.1 Mechanical strength and stiffness
5.2.1.1 General <\/td>\n<\/tr>\n
22<\/td>\n5.2.1.2 Characteristic yield moment
5.2.1.3 Characteristic withdrawal parameter <\/td>\n<\/tr>\n
23<\/td>\n5.2.1.4 Characteristic head pull-through parameter
5.2.1.5 Low cycle ductility (seismic performance)
5.3 Screws
5.3.1 Mechanical strength and stiffness
5.3.1.1 General <\/td>\n<\/tr>\n
24<\/td>\n5.3.1.2 Characteristic yield moment <\/td>\n<\/tr>\n
25<\/td>\n5.3.1.3 Static ductility
5.3.1.4 Characteristic withdrawal parameter
5.3.1.5 Characteristic head pull-through parameter <\/td>\n<\/tr>\n
26<\/td>\n5.3.1.6 Characteristic tensile capacity
5.3.1.7 Characteristic tensile yield stress <\/td>\n<\/tr>\n
27<\/td>\n5.3.1.8 Torsional ratio
5.3.1.9 Low cycle ductility (seismic performance)
5.3.1.10 Axial stiffness <\/td>\n<\/tr>\n
28<\/td>\n5.4 Dowels
5.4.1 Mechanical strength and stiffness
5.4.1.1 General
5.4.1.2 Characteristic yield moment <\/td>\n<\/tr>\n
29<\/td>\n5.4.1.3 Low cycle ductility (seismic performance)
5.5 Bolts and nuts
5.5.1 Mechanical strength and stiffness
5.5.1.1 General <\/td>\n<\/tr>\n
30<\/td>\n5.5.1.2 Characteristic yield moment
5.5.1.3 Low cycle ductility (seismic performance) <\/td>\n<\/tr>\n
31<\/td>\n6 Assessment and verification of constancy of performance – AVCP
6.1 General
6.2 Assessment of performance
6.2.1 General <\/td>\n<\/tr>\n
32<\/td>\n6.2.2 Test samples, testing and conformity criteria <\/td>\n<\/tr>\n
38<\/td>\n6.2.3 Test reports <\/td>\n<\/tr>\n
39<\/td>\n6.3 Verification of constancy of performance
6.3.1 Factory production control (FPC)
6.3.1.1 General <\/td>\n<\/tr>\n
40<\/td>\n6.3.1.2 Equipment
6.3.1.3 Raw materials and components
6.3.1.4 Controls during the production process
6.3.1.5 Procedures <\/td>\n<\/tr>\n
48<\/td>\n6.3.1.6 Non-complying products
6.3.1.7 Corrective action
6.3.1.8 Handling, storage and packaging
6.3.1.9 Product specific provisions <\/td>\n<\/tr>\n
49<\/td>\n6.3.1.10 Procedure for modifications
6.3.1.11 One-off products, pre-production products (e.g. prototypes) and products produced in very low quantity <\/td>\n<\/tr>\n
50<\/td>\nAnnex A (normative)Test methods for alternative coatings
A.1 Introduction
A.2 Outdoor exposure test with two years of duration
A.2.1 Test method
A.2.2 Evaluation
A.3 Outdoor exposure test with four years of duration
A.3.1 Test method
A.3.2 Evaluation <\/td>\n<\/tr>\n
51<\/td>\nA.4 Accelerated test methods
A.4.1 Inorganic coatings with or without an organic top coat
A.4.1.1 General
A.4.1.2 Samples
A.4.1.3 Reference test panels
A.4.1.4 Test method <\/td>\n<\/tr>\n
52<\/td>\nA.4.1.5 Determination of corrosion class <\/td>\n<\/tr>\n
53<\/td>\nA.4.2 Organic coatings with or without an organic topcoat
A.4.2.1 General
A.4.2.2 Samples
A.4.2.3 Test method
A.4.2.4 Evaluation <\/td>\n<\/tr>\n
54<\/td>\nAnnex B (informative)Corrosivity of atmospheric environments and timber
B.1 General <\/td>\n<\/tr>\n
55<\/td>\nB.2 Pure zinc, hot-dipped galvanized and alternative coated dowel-type fasteners: corrosivity of atmospheric environments <\/td>\n<\/tr>\n
56<\/td>\nB.3 Stainless steel dowel-type fasteners: corrosivity of atmospheric environments <\/td>\n<\/tr>\n
57<\/td>\nB.4 Corrosivity of timber <\/td>\n<\/tr>\n
58<\/td>\nAnnex C (normative)Methods for measuring zinc thicknesses <\/td>\n<\/tr>\n
59<\/td>\nAnnex D (normative)Selection of test specimens \u2013 Specifications on wood density
D.1 General
D.2 Symbols
D.3 Specifications <\/td>\n<\/tr>\n
60<\/td>\nD.4 Adjustment to target conditions
D.4.1 Mean value <\/td>\n<\/tr>\n
61<\/td>\nD.4.2 Coefficient of variation
D.5 Test report <\/td>\n<\/tr>\n
62<\/td>\nAnnex E (normative)Test to determine seismic performance
E.1 General
E.2 Test setup <\/td>\n<\/tr>\n
64<\/td>\nE.3 Test procedure <\/td>\n<\/tr>\n
65<\/td>\nE.4 Test results <\/td>\n<\/tr>\n
66<\/td>\nE.5 Test report <\/td>\n<\/tr>\n
67<\/td>\nAnnex F (normative)Characteristic withdrawal parameter for dowel-type fasteners withType 3 coating
F.1 General
F.2 Sample preparation <\/td>\n<\/tr>\n
68<\/td>\nF.3 Determination
F.3.1 Test procedure
F.3.2 Correction of the measured withdrawal parameter
F.3.3 Calculation of the characteristic withdrawal parameter
F.4 Load duration factor <\/td>\n<\/tr>\n
69<\/td>\nAnnex G (normative)Specifications for materials and geometry properties
G.1 Nails <\/td>\n<\/tr>\n
72<\/td>\nG.2 Staples <\/td>\n<\/tr>\n
74<\/td>\nG.3 Screws <\/td>\n<\/tr>\n
76<\/td>\nG.4 Dowels <\/td>\n<\/tr>\n
78<\/td>\nG.5 Bolts and nuts <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Timber structures. Dowel-type fasteners. Requirements<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
BSI<\/b><\/a><\/td>\n2022<\/td>\n84<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":408135,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[303,2641],"product_tag":[],"class_list":{"0":"post-408127","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-21-060-01","7":"product_cat-bsi","9":"first","10":"instock","11":"sold-individually","12":"shipping-taxable","13":"purchasable","14":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/408127","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\/408135"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=408127"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=408127"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=408127"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}