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GB 3098.23-2020 Fastener Props M42-M72 Bolts

بواسطة epkr | 23 ديسمبر 2025 | الوثائق الفنية والمراجع

Introduction to GB/T 3098.23-2020

GB/T 3098.23-2020 specifies the mechanical properties of fasteners, particularly bolts, screws, and studs with nominal thread diameters from M42 to M72. This standard is part of the broader GB/T 3098 series, which addresses the performance requirements for high-strength fasteners used in demanding applications such as structural engineering, machinery assembly, and heavy industry. It focuses on property classes 8.8 and 10.9, ensuring that these components can withstand significant loads while maintaining integrity under various environmental conditions.

The standard outlines requirements for materials, heat treatment, chemical composition, and a range of mechanical properties including tensile strength, proof stress, hardness, and impact resistance. For large-diameter fasteners like those in the M42 to M72 range, special considerations are given to ensure sufficient hardenability, preventing issues such as brittle failure or inadequate strength in the core of the fastener. Alloy steels are mandated, quenched and tempered to achieve the desired microstructure, predominantly martensite in the threaded section.

Key aspects include chemical composition limits to control elements like carbon, phosphorus, sulfur, and boron, which influence the material’s quenchability and susceptibility to defects. Heat treatment parameters, such as minimum tempering temperature, are specified to balance strength and toughness. Mechanical testing methods are referenced from related standards, ensuring consistency in evaluation. This standard is crucial for manufacturers and engineers to select appropriate fasteners that meet safety and performance criteria in high-load scenarios.

In practice, adherence to GB/T 3098.23-2020 helps mitigate risks in applications where fastener failure could lead to catastrophic consequences, such as in bridges, pressure vessels, or automotive chassis. It also provides guidelines for surface integrity, decarburization limits, and post-tempering hardness checks to verify material quality. By integrating these specifications, the standard promotes reliability and interoperability across global supply chains, aligning with international equivalents like ISO 898-1 for similar property classes.

Furthermore, the document includes detailed tables for minimum tensile loads and proof loads for both coarse and fine threads, calculated based on nominal stress areas. These values are essential for design engineers to determine the safe working loads and factor in safety margins. The standard emphasizes the importance of achieving at least 90% martensite in the core prior to tempering for optimal performance. Overall, GB/T 3098.23-2020 serves as a comprehensive guide for producing and verifying high-performance large-diameter fasteners, ensuring they perform reliably under tensile, shear, and fatigue stresses commonly encountered in industrial settings. This introduction sets the foundation for delving into specific requirements, starting with material composition and progressing to performance metrics.

  • Scope: Applies to bolts, screws, and studs from M42 to M72.
  • Property Classes: 8.8 and 10.9.
  • Material: Quenched and tempered alloy steel.
  • Key Benefits: Enhanced strength, toughness, and resistance to failure.

To fully appreciate the standard, it’s important to understand its evolution from previous versions, incorporating advancements in metallurgy and testing techniques. For instance, tighter controls on impurities like phosphorus and sulfur reduce the risk of temper embrittlement, while boron limits prevent grain coarsening during heat treatment. Engineers should cross-reference this with GB/T 196 for thread dimensions and GB/T 5779.1 for surface discontinuities to ensure holistic compliance.

Chemical Composition (Materials)

The chemical composition requirements in GB/T 3098.23-2020 are critical for ensuring the fasteners’ mechanical properties. For property classes 8.8 and 10.9, the materials must be alloy steels that are quenched and tempered. The composition is specified via melt analysis, with product analysis applied in cases of dispute. Carbon content ranges from a minimum of 0.2% for 8.8 and 0.3% for 10.9 to a maximum of 0.55% for both, providing the necessary hardenability without excessive brittleness.

Phosphorus and sulfur are limited to 0.025% maximum each to minimize segregation and improve toughness. Boron is capped at 0.003% to avoid adverse effects on grain structure. Alloying elements must include at least one of the following: chromium (min 0.30%), nickel (min 0.30%), molybdenum (min 0.20%), or vanadium (min 0.10%). For combinations, the total alloy content should be at least 70% of the sum of individual minima.

These limits ensure sufficient quenchability, achieving approximately 90% martensite in the threaded core before tempering. The minimum tempering temperature is 500°C for both classes, which refines the microstructure for balanced strength and ductility. In engineering contexts, these compositions allow fasteners to resist hydrogen embrittlement and fatigue, common in high-stress environments.

فئة العقار8.8310.93
Material and Heat TreatmentAlloy steel quenched and tempered2Alloy steel quenched and tempered2
C, min1Chemical Composition Limits / % (Melt Analysis)0.20.3
C, max10.550.55
P, max10.0250.025
S, max10.0250.025
B, max10.0030.003
Tempering Temperature °C500500

1 In case of dispute, product analysis applies. 2 These alloy steels shall contain at least one of the following elements with minimum contents: Cr 0.30%; Ni 0.30%; Mo 0.20%; V 0.10%. For combinations of two, three, or four elements, the content shall not be less than 70% of the sum of individual minima. 3 Materials for these classes must have sufficient hardenability to ensure approximately 90% martensite in the core of the threaded section in the “as-quenched” state before tempering.

Understanding these compositions requires knowledge of metallurgy: carbon enhances strength but can reduce ductility if not controlled. Alloy elements improve through-hardening, vital for large diameters where cooling rates vary. Manufacturers often use steels like 42CrMo or 35CrMo to meet these specs. In quality control, spectrometric analysis verifies compliance, preventing issues like intergranular cracking. This section’s requirements directly impact the subsequent mechanical properties, forming the basis for reliable fastener performance in sectors like aerospace and construction.

  1. Verify carbon range for desired strength.
  2. Control impurities to enhance toughness.
  3. Ensure alloy additions for hardenability.
  4. Apply proper heat treatment for microstructure.

الخواص الميكانيكية والفيزيائية

GB/T 3098.23-2020 details the mechanical and physical properties for M42~M72 fasteners in classes 8.8 and 10.9. These include tensile strength (R_m), 0.2% proof stress (R_p0.2), proof stress (S_p), elongation (A), reduction of area (Z), hardness ranges, decarburization limits, and impact energy (K_v). For class 8.8, minimum R_m is 830 MPa, R_p0.2 is 660 MPa, and S_p is 600 MPa. Class 10.9 requires 1040 MPa, 940 MPa, and 830 MPa respectively.

Hardness is specified in Vickers (HV), Brinell (HBW), and Rockwell (HRC) scales, with limits ensuring uniformity. Surface hardness is controlled to prevent case hardening effects, with a maximum increase of 30 HV over core hardness for both classes, and an absolute max of 390 HV for 10.9. Decarburization is limited to maintain thread strength: non-decarburized layer height E is 1/2 H1 for 8.8 and 2/3 H1 for 10.9, with full decarburization depth G max 0.015 mm.

Impact energy K_v is at least 27 J at -20°C, tested per section 9.9. Head soundness requires no fracture or cracks. Surface discontinuities comply with GB/T 5779.1. These properties ensure fasteners can handle dynamic loads without failure.

فئة العقار8.810.9
Nominal1Tensile Strength R_m / MPa8001000
الحد الأدنى8301040
Nominal2Stress at 0.2% Non-Proportional Elongation R_p0.2 / MPa640900
الحد الأدنى660940
Nominal3Proof Stress S_p / MPa600830
Proof Stress Ratio S_p nom / R_p0.2 min0.910.88
الحد الأدنىElongation after Fracture A / %129
الحد الأدنىReduction of Area Z / %5248
Head SoundnessNo fracture or cracksNo fracture or cracks
الحد الأدنىVickers Hardness HV F ≥ 98 N255320
الحد الأقصى335380
الحد الأدنىBrinell Hardness HBW F = 30 D²250316
الحد الأقصى331375
الحد الأدنىصلابة روكويل HRC2332
الحد الأقصى3439
الحد الأقصىSurface Hardness HV 0.344, 5
الحد الأدنىHeight of Non-Decarburized Thread Zone E / mm1/2 H12/3 H1
الحد الأقصىDepth of Complete Decarburization G / mm0.0150.015
الحد الأقصىHardness Reduction after Retempering HV2020
الحد الأدنى6Impact Energy K_v / J2727
Surface DiscontinuitiesSurface DiscontinuitiesGB/T 5779.1GB/T 5779.1

1 Nominal values for designation purposes, see Chapter 5. 2 Measured as stress at 0.2% non-proportional elongation. 3 Proof load values in Tables 4 and 6. 4 Surface hardness shall not exceed core hardness (at 1/2 radius) by more than 30 HV when measured with HV 0.3. 5 Maximum surface hardness 390 HV. 6 Tested at -20°C, see 9.9.

These properties are tested on machined specimens or full-size fasteners, ensuring real-world applicability. For example, higher R_m in 10.9 allows for greater load-bearing capacity in critical joints. Hardness ranges prevent over-hardening, which could lead to hydrogen cracking. Decarburization controls maintain thread fatigue life. In design, engineers use these values to calculate safety factors, often incorporating finite element analysis for complex assemblies.

Minimum Tensile Loads – Coarse Thread

Minimum tensile loads for coarse thread fasteners are calculated using the nominal stress area A_s,nom and minimum tensile strength R_m,min. These values provide the baseline for tensile testing, ensuring fasteners can sustain specified forces without failure. For M42, A_s,nom is 1120 mm², with min load 929600 N for 8.8 and 1164800 N for 10.9. This progresses up to M68 with 3060 mm², loads 2539800 N and 3182400 N respectively.

Calculations use R_m = F_m / A_s,nom, where A_s,nom = (π/4) × [(d2 + d3)/2]², referencing GB/T 196 for d2 and d1, GB/T 192 for H, and d3 = d1 – H/6. These ensure accurate stress distribution assessments.

خيطM42M45M48M52M56M60M64M68
Nominal Stress Area A_s,nom / mm²111201310147017602030236026803060
Property Class 8.8Minimum Tensile Load F_m,min (A_s,nom × R_m,min) / N9296001087300122010014608001684900195880022244002539800
Property Class 10.911648001362400152880018304002111200245440027872003182400

These loads are vital for proof testing in assembly lines, helping detect manufacturing defects early. In structural applications, they guide bolt preload calculations to prevent loosening under vibration.

Proof Loads – Coarse Thread

Proof loads represent the minimum force fasteners must withstand without permanent deformation, based on A_s,nom and S_p,min. For M42, it’s 672000 N for 8.8 and 929600 N for 10.9, scaling to M68 with 1836000 N and 2539800 N.

Same calculation formulas apply as for tensile loads. These values are used in non-destructive testing to verify yield strength equivalence.

خيطM42M45M48M52M56M60M64M68
Nominal Stress Area A_s,nom / mm²11201310147017602030236026803060
Property Class 8.8Proof Load F_p,min (A_s,nom × S_p,min) / N67200078600088200010560001218000141600016080001836000
Property Class 10.99296001087300122010014608001684900195880022244002539800

Proof loading is essential for quality assurance, especially in safety-critical industries.

Minimum Tensile Loads – Fine Thread

For fine threads, loads are higher due to larger stress areas. For M45×3, A_s,nom 1400 mm², min loads 1162000 N (8.8) and 1456000 N (10.9), up to M72×6 with 3460 mm², 2871800 N and 3598400 N. Note: Corrected values from source for accuracy.

خيطM45×3M52×4M56×4M60×4M64×4M72×6
Nominal Stress Area A_s,nom / mm²1140018302144249028513460
Property Class 8.8Minimum Tensile Load F_m,min (A_s,nom × R_m,min) / N116200015189001779520206670023663302871800
Property Class 10.9145600019032002229760258960029650403598400

Fine threads offer better vibration resistance, hence higher loads in dynamic applications.

Proof Loads – Fine Thread

Proof loads for fine threads: M45×3 840000 N (8.8), 1162000 N (10.9); M72×6 2076000 N and 2871800 N. These ensure elastic behavior under load.

خيطM45×3M52×4M56×4M60×4M64×4M72×6
Nominal Stress Area A_s,nom / mm²1140018302144249028513460
Property Class 8.8Proof Load F_p,min (A_s,nom × S_p,min) / N84000010980001286400149400017106002076000
Property Class 10.9116200015189001779520206670023663302871800

Critical for pre-tensioned joints in engineering.

الأسئلة الشائعة (FAQ)

What materials are required for property classes 8.8 and 10.9 in GB/T 3098.23-2020?
Alloy steels quenched and tempered, with specific alloying elements like Cr, Ni, Mo, or V to ensure hardenability. Chemical limits control C, P, S, and B for optimal performance.
How is the nominal stress area A_s,nom calculated?
A_s,nom = (π/4) × [(d2 + d3)/2]², where d2 is basic pitch diameter, d3 = d1 – H/6, d1 is basic minor diameter, and H is fundamental triangle height per GB/T 196 and 192.
What is the significance of the 90% martensite requirement?
It ensures sufficient core strength and toughness in large-diameter fasteners, preventing premature failure under load by achieving uniform microstructure post-quenching before tempering.
Why are decarburization limits specified?
To maintain thread strength and fatigue resistance; excessive decarburization softens the surface, leading to reduced load capacity and potential cracking in service.
How do fine thread loads differ from coarse thread?
Fine threads have larger stress areas for the same nominal diameter, resulting in higher tensile and proof loads, suitable for applications requiring finer adjustment or higher clamping forces.
What testing temperature is used for impact energy K_v?
-20°C, with a minimum of 27 J for both classes, to verify low-temperature toughness in environments like outdoor structures or cold climates.

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