DIN 529-2010 Masonry and foundation bolts《砖石工程和地基用螺栓》.pdf

《DIN 529-2010 Masonry and foundation bolts《砖石工程和地基用螺栓》.pdf》由会员分享，可在线阅读，更多相关《DIN 529-2010 Masonry and foundation bolts《砖石工程和地基用螺栓》.pdf（9页珍藏版）》请在麦多课文档分享上搜索。

1、September 2010 Translation by DIN-Sprachendienst.English price group 6No part of this translation may be reproduced without prior permission ofDIN Deutsches Institut fr Normung e. V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany,has the exclusive right of sale for German Standards (DIN-Normen).I

2、CS 21.060.10!$ldZ“1736555www.din.deDDIN 529Masonry and foundation boltsEnglish translation of DIN 529:2010-09SteinschraubenEnglische bersetzung von DIN 529:2010-09Tiges de scellementTraduction anglaise de DIN 529:2010-09SupersedesDIN 529:1986-12www.beuth.deDocument comprises pagesIn case of doubt, t

3、he German-language original shall be considered authoritative.902.11 DIN 529:2010-09 A comma is used as the decimal marker. Contents Page Foreword. 3 1 Scope . 3 2 Normative references . 3 3 Dimensions 4 4 Examples of shank types. 6 5 Technical delivery conditions . 8 6 Designation . 8 7 Use . 9 2 D

4、IN 529:2010-09 Foreword This standard has been prepared by Working Committee NA 067-03-08 AA Verbindungselemente mit Sonderformen und aus Kunststoff of the Normenausschuss Mechanische Verbindungselemente (Fasteners Standards Committee). Attention is drawn to the possibility that some of the elements

5、 of this document may be the subject of patent rights. DIN shall not be held responsible for identifying any or all such patent rights. Amendments This standard differs from DIN 529:1986-12 as follows: a) normative references have been updated; b) shank types D and G have been dropped; c) the techni

6、cal delivery conditions (Clause 5) have been completely revised. Previous editions DIN 529-1: 1942-01, 1953-07, 1960-05 DIN 529: 1970-12, 1972-12, 1986-12 1 Scope This standard specifies dimensions and technical delivery conditions for sizes M8 to M72 6 masonry and foundation bolts. The shape of the

7、 shank is discretionary; compliance is only required in the case of the maximum dimensions specified (space requirement dimensions). Some of the customary types of shank have been given as examples, together with the relevant dimensions and symbols. The resistance to stripping has not been specified

8、 since it depends largely on the material into which the bolts are to be embedded. NOTE Masonry and foundation bolts complying with this standard are designed for use in masonry, concrete foundations and the like. 2 Normative references The following documents are indispensable for the application o

9、f this document. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. DIN 76-1, Thread run-outs and thread undercuts Part 1: For ISO metric threads in accordance with DIN 13-1 DIN EN 26157-1, F

10、asteners Surface discontinuities Bolts, screws and studs subject to general requirements DIN EN ISO 898-1, Mechanical properties of fasteners made of carbon steel and alloy steel Part 1: Bolts, screws and studs with specified property classes Coarse thread and fine pitch thread DIN EN ISO 3269, Fast

11、eners Acceptance inspection DIN EN ISO 4034, Hexagon nuts Product grade C 3 DIN 529:2010-09 DIN EN ISO 4042, Fasteners Electroplated coatings DIN EN ISO 4753, Fasteners Ends of parts with external ISO metric thread DIN EN ISO 4759-1, Tolerances for fasteners Part 1: Bolts, screws, studs and nuts Pro

12、duct grades A, B and C DIN EN ISO 7089, Plain washers Normal series Product grade A DIN EN ISO 7091, Plain washers Normal series Product grade C DIN EN ISO 10683, Fasteners Non-electrolytically applied zinc flake coatings DIN EN ISO 10684, Fasteners Hot dip galvanized coatings DIN ISO 724, ISO gener

13、al purpose metric screw threads Basic dimensions DIN ISO 965-1, ISO general purpose metric screw threads Tolerances Part 1: Principles and basic data DIN ISO 8992, Fasteners General requirements for bolts, screws, studs and nuts 3 Dimensions See Figure 1 and Tables 1 and 2. See Clause 4 for shank ty

14、pes. Key 1 space required for remaining portion of shank au 2 P bthread run-out as in DIN 76-1 Figure 1 Dimensions of masonry or foundation bolt (notation) Thread end chamfered (CH) or rounded (RN) as in DIN EN ISO 4753 at the manufacturers discretion. The diameter of the unthreaded shank portion ma

15、y be either equal to the thread diameter (normal shank) or approximately equal to the pitch diameter (reduced shank), at the manufacturers discretion. 4 DIN 529:2010-09 Table 1 Dimensions Dimensions in millimetresThread size d M8 M10 M12 M16 M20 M24 M30 M36 M42 M48 M56 M64 M72 6 Pa 1,25 1,5 1,75 2 2

16、,5 3 3,5 4 4,5 5 5,5 6 6 b P20+20 25 30 40 50 60 75 90 105 120 140 160 180 a max. 25 32 40 55 65 80 100 120 140 160 185 210 250 c max. 55 55 70 90 110 130 160 190 230 260 290 340 370 e min. 35 45 55 70 85 100 120 140 160 180 210 250 290 l 80 100 125 160 200 250 320 400 500 630 800 1 000 1 250 1 600

17、2 000 2 500 3 200 The zone between the stepped lines indicates the range of preferred lengths. No tolerances have been specified for length l. They depend on the respective shapes of the customary bolts. aP = pitch of thread (coarse pitch thread) 5 DIN 529:2010-09 4 Examples of shank types Key g + l

18、 = straight length Figure 2 Type A Key g + l = straight length aHigher values of y shall be subject to agreement. Figure 3 Type B Key g + l = straight length Figure 4 Type C Figure 5 Type E Figure 6 Type F 6 DIN 529:2010-09 7 Table 2 Shank types Dimensions in millimetres Thread size d M8 M10 M12 M16

19、 M20 M24 M30 M36 M42 M48 M56 M64 M72 6 A, B 24 30 36 48 60 75 95 115 135 155 180 200 240 C, E 16 20 24 32 40 48 60 72 85 98 a 3 F 14 16 20 25 30 35 45 55 65 75 A 45 55 65 85 105 125 155 190 220 250 290 335 370 C 12 15 18 24 30 36 45 54 63 72 84 96 110 E 45 55 70 90 100 135 150 180 260 260 c 5 F 50 5

20、0 55 85 95 120 130 190 200 220 A 30 38 45 60 75 90 115 135 155 180 210 235 260 B 45 55 70 90 110 125 140 165 185 215 C 5 7 8 11 14 18 24 30 34 40 45 50 60 g F 6 8 10 14 18 22 26 30 36 42 s F 6 8 10 14 18 22 26 30 36 42 DIN 529:2010-09 5 Technical delivery conditions Table 3 Technical delivery condit

21、ions Material Steel General requirements DIN ISO 8992 Tolerance class 8g Thread Standard DIN ISO 724, DIN ISO 965-1 Property classa(material) 4.6 Mechanical properties Standard DIN EN ISO 898-1 Product grade C Limit deviations and geometrical tolerances Standard DIN EN ISO 4759-1 Surface finish As p

22、rocessed. DIN EN 26157-1 applies with regard to limits for surface discontinuities, DIN EN ISO 4042 applies with regard to electroplating, DIN EN ISO 10684 applies with regard to hot dip galvanizing, DIN EN ISO 10683 applies with regard to zinc flake coatings. Acceptance inspection DIN EN ISO 3269 a

23、pplies with regard to acceptance inspection. aOther property classes or materials shall be subject to agreement. 6 Designation Designation of an M20 masonry or foundation bolt (shank type at the manufacturers discretion) of length l (nominal size) = 400 mm and property class 4.6 Masonry or foundatio

24、n bolt DIN 529 M20 400 4.6 If a particular shank type is required, e.g. type A, the relevant symbol shall be stated in the designation, e.g.: Masonry or foundation bolt DIN 529 A M20 400 4.6 If it is intended to supply these masonry or foundation bolts with hexagon nuts as in DIN EN ISO 4034 and with washers as in DIN EN ISO 7089 or DIN EN ISO 7091, symbol “Mu” shall be added to the designation for nuts and symbol “SHB” for washers, e.g.: Masonry or foundation bolt DIN 529 M20 400 4.6 Mu SHB 8 DIN 529:2010-09 9 7 Use Key e see Table 1 Figure 7 Use of a masonry or foundation bolt