CECS 03:2007 in English
VALIDTechnical specification for testing concrete strength with drilled core
- Issued on:2007-04-16
- Implemented on:2008-01-01
- File Format:PDF
- Delivery:Via email within 1~3 business days
$78.00
| Standard No: | CECS 03:2007 |
| Document status: | VALID |
| Title in English: | Technical specification for testing concrete strength with drilled core |
| Title in Chinese: | 钻芯法检测混凝土强度技术规程 |
| Language: | English |
| File Format: | Electronic (PDF) |
| Delivery: | Via email within 1~3 business days |
| Issued on: | 2007-04-16 |
| Implemented on: | 2008-01-01 |
| Superseding: |
CECS 03-1988 TECHNICAL SPECIFICATION FOR TESTING CONCRETE STRENGTH WITH DRILLED CORE
|
| ICS Classification: | 91.080.40-Concrete structures |
| Chinese Classification: | P25-Concrete structure engineering |
| Professional Classification: | CECS-Engineering Construction Standard |
| Related Keywords: | concrete strength
concrete tensile strength strength test core specimen compressive strength |
1.0.1 This Specification is formulated with a view to promoting the development of the concrete strength testing technology with drilled core and to improving the reliability of testing results.
1.0.2 This Specification is applicable to testing the strength of ordinary concrete with strength no larger than 80MPa in the structure by using drilled cores.
1.0.3 In addition to those specified in this Specification, the testing of concrete strength with drilled core still shall comply with those specified in the current relevant standards of the nation.
1 General Provisions 1
2 Terms and Symbols 2
3 Strength Test 4
3.1 General Requirements 4
3.2 Determination of Estimated Strength of Concrete with Dilled Cores 4
3.3 Drilled Core Correction Method 5
4 Major Equipments 7
5 Core Drilling 8
6 Processing of Core or Technical Requirements of Specimen 9
7 Test of Core Specimen and Calculation of Compressive Strength 11
Appendix A Test Method for Concrete Tensile Strength 12
Appendix B Estimate Interval Coefficient Table 14
Explanation of Wording of in this Specification 15
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