DIN 536-1-1991 Craine rails dimensions sectional properties steel grades for crane rails with foot flange form A《起重机轨道 A型、尺寸、截面特点、带底脚缘的起重机轨道用钢的品种》.pdf

《DIN 536-1-1991 Craine rails dimensions sectional properties steel grades for crane rails with foot flange form A《起重机轨道 A型、尺寸、截面特点、带底脚缘的起重机轨道用钢的品种》.pdf》由会员分享，可在线阅读，更多相关《DIN 536-1-1991 Craine rails dimensions sectional properties steel grades for crane rails with foot flange form A《起重机轨道 A型、尺寸、截面特点、带底脚缘的起重机轨道用钢的品种》.pdf（5页珍藏版）》请在麦多课文档分享上搜索。

1、i m .- - o Crane rails Hot rolled flat bottom crane rails (type A) Dimensions, section parameters and steel grades ._ - L Q. DIN 536 Part 1 UDC 621.87: 625.1 43.1 -034.1 4-423 DEUTSCHE NORM September 1991 I Kranschienen; Mae, statische Werte, Stahlsorten fr Kranschienen mit Fuflansch Form A Supersed

2、es December 1974 edition. In keeping with current practice in standards published by the International Organization for Standardization (ISO), a comma has been used throughout as the decimal marker. Dimensions in mm 1 This standard specifies requirements for hot rolled crane rails with a fiat bottom

3、 tvDe A). with the dimensions specified in Scope and field of application .-. I table 1 and made from steel with the properties specified in clause 4. 2 Dimensions and designation 2.1 Designation Centre of gravity vex Figure 1 : Type A crane rail Designation of a flat bottom crane rail (type A) comp

4、lying with this standard, with a head width, k, of 100 rnm made from steel with a minimum tensile strength of 690 N/mm2: Crane rail DIN 536 - A100 - 690 (A 100) and Continued on pages 2 to 5. ith Verlag GmbH, Berlin, has the exclusive right of sale for German Standards (DIN-Normen). DIN 536 Part 1 E

5、ng/. Price group n7 O“ u_=-, Sales No.0106 Page 2 DIN 536 Part 1 Crane rail symbol A 45 A 55 A 65 A 75 A100 A120 A150 2.2 Dimensions and tolerances 2.2.1 values for which no tolerance is specified shall be regarded as approximate values. Crane rails shall be of the sizes and be subject to the limit

6、deviations and geometrical tolerances specified in table 1. Any Table 1 : Dimensions, limit deviations and geometrical tolerances (cf. subclause 2.2.1) k bl b2 b3 fi f2 f3 hl h2 h3 ri r23) r3 7-4 r5 re til) h2) Limit- Lirnit- Limit- devia- devia- devia- tlons tions tions 45 fo.6 125 :i5 54 24 14,5 1

7、1 8 55 +i 24 20 4 400 3 4 5 4 2 O 55 10.6 150 +I5 66 31 17,5 12,5 9 65 II 28,5 25 5 400 5 5 6 5 2 +Os6 O 65 fo,8 175 25 78 38 20 14 10 75 +i 34 30 6 400 5 5 6 5 2 +Os6 O 75 +0.8 200 :g 90 45 22 15,4 11 85 +i 39,5 35 8 500 6 6 8 6 2 +OB O 100 +i 200 100 60 23 16,5 12 95 +i,5 453 40 10 500 6 6 8 6 3 +

8、O“ O 120 +i 220 120 72 30 20 14 105 +i,5 555 473 10 600 6 10 10 6 3 +o O 150 +i 220 2; - 80 31,5 - 14 150 principles DIN 1080 Part 2 Quantities, symbols and units used in civil engineering; statics DIN 50 049 Inspection documents for the delivery of metallic products IS0 1101 : 1983 Technical drawin

9、gs; geometrical tolerancing; tolerancing of form, orientation, location and run-out; generali- ties, definitions, symbols and indications on drawings Stahl-Eisen-Betriebsblatt 368 1001) Geschweite Kranschienenste; technische Anforderungen (Welded crane rail joints; technical requirements) Stahl-Eise

10、n-Betriebsblat 664 0351) Krane und Kranbahnen einschlielich geschweiter Kranschienenste; Toleranzen fr das Fahrsystem Laufrad-Schiene (Cranes and rail crane tracks with welded crane rail joints; tolerances for running wheel tracks) Other relevant standard and document DIN 15 070 l Moissiadis, A. Unt

11、ersuchung der Beanspruchbarkeit von Kranschienen auf elastischer Bettung (Analysis of the bearing ca- pacity of crane rails installed on elastic bedding), Dissertation, Ruhr-Universitt Bochum, 1986. Cranes; design principles for track wheels Previous editions DIN 536: 05.41; DIN 536 Part 1: 04.59, 1

12、2.74. Amendments In comparison with the December 1974 edition, the following amendments have been made. a) Rail type A 150 is included for the first time. b) Additional dimensional and gwmetrical tolerances have been specified. c) More information has been given with regard to section parameters. d)

13、 The standard has been editorially revised. 1) Issued by the Verein Deutscher Eisenhttenleute (Society of German Ferrous Metallurgists), obtainable from Verlag Stahl- eisen mbH, Postfach 10 51 64, D-40042 Dsseldorf. DIN 536 Part 1 Page 5 Explanatory notes It was originally intended to prepare a new

14、series of standards on crane rails, but after many justified objections were raised at the draft stage, the project was terminated, and the decision was made to update the specifications of the present standard. To ensure interchangeability with crane rails complying with the previous edition, no ch

15、anges were made to the principal dirnen- sions. Over time, crane systems have been modified, and new designs developed, which involve an increase in the load the wheel exerts on the rail and an improvement in the properties of the wheel material. In practice, this has meant that type A 120 rails suf

16、fered frequent fractures, particularly in the welded joints. Laboratory tests and analyses have shown that at the load levels currently involved, the strength of the welded joint zone falls below the fatigue strength at a stated number of cycles, i. e. the possibility of fracture cannot be ruled out

17、. To ensure the future performance of crane rails at these higher load levels, type A 150 rails have been specified here. The con- necting dimensions for their baseplates correspond to those for type A 120 rails, so that no changes need to be made to the rail fixings when this type is incorporated i

18、nto existing rail-wheel systems. However, changes will have to be made to the crane design, since the head of type A 150 rails is 45 mm higher than type A 120, which will have a negative impact on other features (e.g. required power supply). The shape of the head was previously required to be flat,

19、but is now to be slightly curved. Laboratory tests and practical experi- ence have shown that this causes the load to be applied more centrally and prevents an accumulation of stresses at the rail edges. The dimensional and geometrical tolerances and section parameters have been specified in greater

20、 detail and brought into line with the design principles given in DIN 1080 Parts 1 and 2, which reflect the state of the art. Other standards relating to crane rails are currently in preparation, these covering elastic bedding of crane rails, crane rail fixings, and sole plaies. International Patent Classification B 66 C 7/00 E O1 B 25/00