Analysis of the core content of the standard
| Test type | Type1 requirements | Type2 requirements | Type3 requirements |
| Tensile strength | ≥tensile strength of steel bar (fu) | ≥fu | ≥fu |
| Compressive strength | ≥min(fu,1.25fy) | ≥min(fu,1.25fy) | ≥min(fu,1.25fy) |
| Residual slip | - | ≤0.036"(#11 reinforcement) | ≤0.036"(#11 reinforcement) |
Details of key test methods
1. Monotonic tensile test
According to ASTM A370 standard, the loading rate is divided into two stages:
- Before yield: 70-700 MPa/min
- Post-yield: According to Section 7.6 of the E8/E8M standard
LVDT displacement sensor needs to be placed 1-3 times the diameter of the steel bar away from the joint. The typical test configuration is shown in Figure 1.
2. Cyclic Load Test
Special requirements for simulating earthquake conditions:
- The strain monitoring area must avoid the joint influence area
- The use of lateral support devices is prohibited
- Type 3 joints must pass 10 strain cycles of -0.5%~+2%Eu
Project Implementation Recommendations
Material Control
The following properties of the coupling sleeve must be verified:
- Chemical composition report must be provided for castings/forgings
- Hardness test value should comply with manufacturer's specifications
- Certified steel mill test report shall be used as the basis for acceptance
On-site installation
Critical Control Points:
| Parameters | Control requirements |
| Installation torque | Record the measured value±5% |
| Grouting and curing | Control temperature and humidity according to manufacturer's requirements |
Standard evolution analysis
Main changes in the 2024 version:
- Transformation of properties: From test method standard to product specification
- New appendix: Mandatory Appendix A1 clarifies the performance indicators of three types of joints
- Safety clauses: Added Section 10.10 on the judgment rules for invalid test results