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YB/T 4543-2016 英文版 建筑工程用锌-5%铝-混合稀土合金镀层拉索

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更新时间:2023-11-24 17:09:59



推荐标签: 合金 稀土 镀层 英文版 混合 拉索 工程用 yb 4543 yb

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YB/T 4543-2016 英文版 建筑工程用锌-5%铝-混合稀土合金镀层拉索 ICS 77.140.60 H 49
YB
Ferrous Metallurgy Professional Standard of the People's Republic of China
YB/T4543—2016
Zinc-5% aluminum-rare earth
alloy-coated cable for building
engineering
建筑工程用锌-5%铝-混合稀土合金镀层拉

(Eng/ish Trans/ation)
Issue date: 201X-0x-xX
Implementationdate:201X-0X-XX
IssuedbyNational ministry of industry and informationofthe
People's Republic of China YB/T4543—2016
Contents
Foreword. 1 Scope. 2 Normative reference documents 3 Term and definition 4 Classification and sign. 5 Order conter 6 Sizeand allowable deviation
2
0
Technical requiremen 8 Test method.
7
.5
Inspection rule...
..8 .9 .11 ..12 15
9
1o Mark,quality file,Package, transformation and storage Annex A (annex informative) cable pre tensioning method. Annex B(annex informative)cable parametertable. Reference document.
2 YB/T4543—2016
Foreword
SAC/TC 183 is in charge of this English translation. In case of any doubt about the contents of English translation, the Chinese original shall be considered authoritative This standard is drafted in accordance with the rules given in the GB/T 1.12009 (Directives for standardization-Part 1:Rules for the structure and drafting of standards) The standard was proposed by China Iron and Steel Association. Thisstandard dwaspreparedbySAC/TC183(Technical Committee183onSteelof Standardization Committee of China)
3 YB/T4543—2016
Zinc-5%aluminum-rareearthalloy-coated cable for
building engineering
1 Scope
This standard specifies term and definition, classification and sign, label, ordering information, size and allowable deviation, technical requirements, test method, test rule, mark, quality documents, package, transportation and storage of the zinc-5% aluminum-rare earth al loy-coated cable for bui lding engineering
This standard is suitable for the zinc-5% aluminum-rare earth alloy-coated cable for bui Iding engineering.
2 Normative references
The fol lowing documents are indispensible to the applications of this document. Any dated reference documents, only dated editions are suitable for this document. For any undated reference documents, the latest edition (including all the modified lists) is suitable for this document.
GB/T 197 General purpose e metric screw threadsTolerances GB/T 467 Coppercathode GB/T 470 Zine ingots GB/T 699 Quality carbons structure steels GB/T 1591 High strength low alloy structural steels GB/T3077 Al loy y structure steels GB/T 4162-2018 Forged and rolled steel bars - Method for ultrasonic testing GB/T 5796.4 Trapezoidal screw threads-Part 4:Tolerances GB/T 6414-1999 Castings--System of dimensional tolerances and machining allowances GB/T7233.1-2009 Steel castings -Ultrasonic examination-Part 1:Steel castings for genera l purposes GB/T 8358 Steel wire ropes-Determination of measured breakingforce GB/T 9444-2007 Magnetic particle testing for steel castings GB/T 11352 Carbon steel castings for general engineering purpose JG/T201 Swaged fitting of steel strand for curtain wall JB/T 4730.4-2005 Nondestructive testing of pressure equipments- Part 4: Magnetic particle testing JB/T5000.6The heavy mechanical general technigues and STANDARDs Steel castings JB/T 5000.8 Heavy mechanical general techniques and standards-Part B:Forging YB/T 4542 Zinc-5% aluminum-mixed mischmetal alloy-coated steel wire strand for bui lding engineering
4 YB/T4543—2016
3 Terms and definitions
Inthis document the following terms and definitions apply
3. 1 anchorage a kind of anchoring and connecting equipment which is connected firmly at the end of a steel strand, and external tension can be transferred to the steel strand through it. 3. 2 zinc-5%aluminum-rare earth alloy-coated there are two anchorages installed at both ends of the zinc-5% aluminum-rare earth alloy -coated steel strand, which are components that can bear tensile load through loading the axial pre-stress in building engineering. 3. 3 pre-tensioning loading or unloading within the range of prescribed force values ,which makes elongation reading of the steel strand in a constant state. 3. 4 over tensioning the stretching with over designed force value is conducted on the cable, to make it keep in a stable and reliable state 3. 5 outward displacement the distance (/,) ofarelative displacement produced between steel strand and anchor under axial tensile force,/=/-/o
/ml( /m2)
displacement
L2
3
1
Note: 1—Steel strand; 2—Mark; 3—Anchor; I..The distancebetween mark and anchor endbeforeIoading,
5 YB/T4543—2016
IThe distancebetweenmark and anchor end afterloading.
Figure 1 schematic diagram of outward displacement
4 Classification and sign
4.1 Classification and code 4.1.1the anchoring mode of a steel strand can be classified as: a)Hot cast mode,code:H(see figure2) b) Pressing mode, code:P (see figure3) 4.1.2anchorage function can be classified as: a)Adjustable open spelter socket, code: DA(see figure2,figure3) b)Fixed open spelter socket,code:DF(see figure2,figure3) c) Adjustable single lug socket, code: SA(see figure4) d)Fixed single lug socket, code: SF(see figure 4) e)Adjustable conical socket with internal thread and tension rod, code:BA(see figure5)
6
g
L±/i
Note: 1—Pin component 2—Adjustable open spelter socket 3—Adjustable screw 4—Adjustable anchor cup 5—Steel strand 6—Fixed anchor cup
aAjustable hot-cast open spelter socket b-Fxed hot-cast open spelter socket I,The ajusting length of cable LThe designed length of cable
Figure2 schematic diagram of the hot-cast open spelter socket cable
6 YB/T4543—2016
b
a
5
6
8
4
.
L±/1
Note: 1—Pin component 2Open spelter socket 3—Connection screw 4—Adjuster 5——Locked nut 6Pressure pipe joint 7—Steel strand 8—Pressure pipe joint
aAjustable swaged fitting with thread bFxed swaged fitting with thread /,The ajusting length of cable L-The designed length of cable
Figure3 schematic diagram of compression open spelter socket cable
a
b
L±/ i
Note: 1—Pin component 2Adjustable single lug socket 3—Adjustable screw 4—Adjustable anchor cup 5—Steel strand 6Fixed anchor cup 7-Fixed single lug socket
aAjustable hot-cast single lug socket bFixed hot-cast single lug socket /,—The ajusting length of cable LThe designed length of cable
Figure 4 schematic diagram of hot-cast single lug socket cable
a
q
3 4
5

Note: YB/T4543—2016
1—Screw 2—Nut 3Main structure of building LThe designed length of cable 4—Stud anchor cup 5—Steel strand Figure5 schematic diagram of hot-cast adjustable conical socket with internal thread and tension rod
aAjustable hot-cast conical socket with internal thread and
tension rod
cable
4.2Label 4.2.1 Labeling method
Zn-5%A1-RE LS 口-口 -口-口 ×YB/T xXXxX-XxXX
Finished cable length L, mm Nominal diameter of steel strand, mm Anchoring mode of steel strand Theoretical minimum breaking tensile force of steel strand, kN Another end anchor function One end anchor function
4.2.2 2Labelexamples Example 1: a zinc-5% aluminum-rare earth alloy-coated cable which conform to the YB/T 4543-2016, whose nominal diameter of steel strand is 50mm, finished cable length is 8500mm, one end of the anchorage is hot cast screw regulating type, other end of the anchor is hot cast binaural fixed type, minimum breaking tensile force is 2079 kN, will be marked as:
Znic-5%AIRE LS BADF2079H50× 8500YB/T 4543—2016
Example 2: a zinc-5% aluminum-rare earth alloy-coated cable which conform to the YB/T 4543-2016, whose nominal diameter of steel strand is 20mm, finished cable length is 5500mm, one end of the anchorage is press binaural adjustment, other end of the anchor is pressing binaural fixed type, minimum breaking tensile force is 2079 kN, will be marked as:
Zn5%A1RE LS DADF 309P20 × 5500YB/T4543—2016
Ordering information
5
The Ordering information according to this standard shall include the following main contents: a) The standard number; b)Product name; c)Nominal diameter of the steel strand; d)Theoretical minimum breaking tensile force; e)Nominal tensile strength grade; f)Anchor function and anchoring mode;
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