GB/T 8077-2023Methods for testing uniformity of concrete admixtures (English PDF)
混凝土外加剂匀质性试验方法
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Issued by
SAMR; SAC
Level / Type
National · Recommended
Issue date
December 28, 2023
Implementation date
July 1, 2024
Scope
GB/T 8077-2023 is the English-translated version of 混凝土外加剂匀质性试验方法.
GB/T 8077-2023 describes the Chinese methods for testing the uniformity of concrete admixtures, which is to say the tests that establish whether the drum delivered today is the same material as the one tested at approval. It is the routine quality control document of the admixture industry: solid content, density, chloride ion content, total alkali content, sulfate content, pH, fineness, moisture content, reducing sugar, cement paste fluidity and the surface tension and foaming characteristics, each with its apparatus, procedure, calculation and precision, expressed through repeatability and reproducibility conditions. It applies to high performance, high efficiency and normal water reducing admixtures, air entraining type water reducers, pumping agents, early strength agents, retarders, air entraining agents, waterproofing agents, antifreeze admixtures, flash setting admixtures and expansive agents. The 2023 edition takes effect on 1 July 2024. For a producer, a ready-mix plant or a testing laboratory, these are the methods a dispute is settled by.
Document preview — GB/T 8077-2023
National Standard of the People's Republic of China
Issued by: State Administration for Market Regulation; Standardization Administration of the PRC
Contents
- 1 Scope
- 2 Normative References
- 3 Terms and Definitions
- 4 Test Conditions
- 4.1 Number of tests and requirements
- 4.2 Blank test...
- 4.3 Ignition...
- 4.4 Constant mass...
- 4.5 Check for chloride ions (Cl-) (silver nitrate inspection)...
- 4.6 Reagent requirements
- 4.7 Data processing requirements...
- 5 Appearance
- 6 Stability
- 6.1 Principle...
- 6.2 Instruments...
- 6.3 Test procedure
- 6.4 Calculation and expression of results...
- 6.5 Determination of test results...
- 7 Solid Content
- 7.1 Drying method
- 7.1.3 Test procedure
- 7.2 Dilution-drying method
- 7.2.3 Test procedure
- 7.2.4 Calculation and expression of results
- 7.3 Vacuum drying method...
- 8 Moisture Content...
- 8.1 Drying method...
- 8.2 Vacuum drying method...
- 9 Density...
- 9.1 Specific gravity bottle method...
- 9.2 Precision density meter method...
- 10 Fineness...
- 10.1 Manual sieving method...
- 10.2 Negative pressure sieve analysis method... 22 11 pH...
- 11.1 Principle...
- 11.2 Instruments...
- 11.3 Test conditions...
- 11.4 Test procedure...
- 11.5 Representation of results...
- 11.6 Repeatability and reproducibility limits...
- 12 Surface Tension...
- 12.1 Principle...
1 Scope
GB/T 8077-2023 describes the Chinese methods for testing the uniformity of concrete admixtures, which is to say the tests that establish whether the drum delivered today is the same material as the one tested at approval. It is the routine quality control document of the admixture industry: solid content, density, chloride ion content, total alkali content, sulfate content, pH, fineness, moisture content, reducing sugar, cement paste fluidity and the surface tension and foaming characteristics, each with its apparatus, procedure, calculation and precision, expressed through repeatability and reproducibility conditions. It applies to high performance, high efficiency and normal water reducing admixtures, air entraining type water reducers, pumping agents, early strength agents, retarders, air entraining agents, waterproofing agents, antifreeze admixtures, flash setting admixtures and expansive agents. The 2023 edition takes effect on 1 July 2024. For a producer, a ready-mix plant or a testing laboratory, these are the methods a dispute is settled by.
This Document describes the test methods for the uniformity of concrete admixtures. This Document applies to high-performance water-reducing agents, high-efficiency water- reducing agents, ordinary water-reducing agents, air-entraining water-reducing agents, pumping agents, early-strength agents, retarders, air-entraining agents, waterproofing agents, antifreeze agents, accelerating agents, and expanding agents.
2 Normative References
The provisions in following documents become the essential provisions of this Document through reference in this Document. For the dated documents, only the versions with the dates indicated are applicable to this Document; for the undated documents, only the latest version (including all the amendments) is applicable to this Document.
GB 175 Common Portland cement
GB/T 2419 Test method for fluidity of cement mortar
GB/T 6005 Test sieves - Metal wire cloth, perforated metal plate and electroformed sheet - Nominal sizes of opening
GB/T 6682-2008 Water for analytical laboratory use - Specification and test methods
GB/T 8075-2017 Terms of concrete admixtures
GB/T 17671 Test method of cement mortar strength (ISO method) JC/T 681 Mixer for mixing mortars JC/T 729 Mixer for cement paste
3 Terms and Definitions
For the purposes of this Document, the terms and definitions given in GB/T 8075-2017 and the following apply.
3.1 Repeatability conditions Test conditions in which the same object is tested independently by the same operator using the same equipment and following the same test method within a short period of time in the same laboratory. [Source: GB/T 8075-2017, 6.7]
3.2 Reproducibility conditions Test conditions conducted independently on the same test object in different laboratories by different operators using different equipment, following the same test method. [Source: GB/T 8075-2017, 6.8]
3.3 Repeatability limit A given numerical value, under repeatability conditions (3.1), has a 95% probability that the absolute difference between two test results is less than or equal to this value. [Source: GB/T 3358.2-2009, 3.3.9]
3.4 Reproducibility limit A given numerical value, under reproducibility conditions (3.2), has a 95% probability that the absolute difference between two test results is less than or equal to this value. [Source: GB/T 3358.2-2009, 3.3.14]
4.1 Number of tests and requirements
4.1.1 Each determination shall be tested twice. The absolute difference between the two results shall be within the repeatability limit; and the average of the two test results shall be used to represent the determination result. If the absolute difference between the two results exceeds the repeatability limit, a third determination shall be performed within a short period of time. Data exceeding the repeatability limit shall be discarded, and the average of the remaining two data shall be taken. If the third data is in the middle of the two values, the average of the three results shall be used to represent the determination result. If the deviation of all three determination results exceeds the repeatability limit, the test shall be repeated. Exceptions apply where otherwise specified.
4.1.2 For routine production control analysis, each determination may be tested only once.
4.1.3 The water used in this Document shall be no lower than the requirements of Grade III water specified in GB/T 6682-2008, except for cement paste fluidity and water reducing rate of cement mortar.
4.2 Blank test Using the same amount of reagent, without adding the specimen, the test shall be performed according to the same determination procedure; and the obtained determination results shall be corrected.
4.3 Ignition Place the filter paper and precipitate into a pre-ignited and constant-weight crucible. To avoid flame formation, slowly dry and ashed the precipitate in an oxidizing atmosphere until no black carbon particles remain. Then, place the crucible in a high-temperature furnace and ignite it at the specified temperature.
4.4 Constant mass After the first ignition or drying, cooling, and weighing, check for constant mass by repeatedly igniting or drying for 30 min each time, followed by cooling and weighing. Constant mass is achieved when the difference between two consecutive weighings is less than 0.0005 g.
4.5 Check for chloride ions (Cl-) (silver nitrate inspection) After washing the precipitate several times as prescribed, rinse the lower end of the funnel with a few drops of water. Wash the filter paper and precipitate with a few milliliters of water. Collect the filtrate in a test tube; add a few drops of silver nitrate solution (5 g/L); and observe whether the solution becomes turbid. If turbid, continue washing and testing until the solution is no longer turbid when tested with silver nitrate.
4.6 Reagent requirements
4.6.1 All reagents shall be no lower than analytically pure (unless otherwise specified). Reagents used for calibration shall be primary reagents.
4.6.2 For acids or ammonia specified no concentration in this Document, it refers to commercially available concentrated acids or concentrated ammonia.
4.6.3 The degree of dilution of reagents is expressed as a volume ratio. For example, ammonia (1+3) means a mixture of 1 volume of concentrated ammonia and 3 volumes of water.
4.6.4 The shelf life of standard titration solutions is no more than 6 months when sealed, and no more than 2 months after opening.
4.7 Data processing requirements Density and chloride ion calculation results shall be retained to three digits after the decimal point; pH and surface tension calculation results shall be retained to one digit after the decimal point; paste flowability calculation results shall be accurate to 1 mm; all other calculation results shall be retained to two digits after the decimal point, unless otherwise specified.
5 Appearance
Observe the color of the admixture with the naked eye or a magnifying glass. Observe whether there is precipitation or gas in the liquid form, and whether the powder is uniform or clumped. Specific detection methods for the active ingredients are given in Appendix A.
6 Stability
6.1 Principle Place a certain amount of liquid specimen into a stoppered graduated cylinder and let it stand at a certain temperature for a period of time. Test the volume of the clear liquid at the top or the volume of the precipitate at the bottom.
6.2 Instruments Required instruments and requirements are as follows:
a) Stoppered graduated cylinder. 100mL;
b) Balance. Graduation value of 0.0001 g.
6.3 Test procedure
6.3.1 Shake the tested specimen thoroughly and pour it into a beaker. Carefully pour the specimen from the beaker into three 100mL stoppered graduated cylinders. When the liquid level in each stoppered graduated cylinder is close to the 100mL mark, use a dropper to titrate liquid to 100mL, accurate to 1mL; and then tighten the stopper.
6.3.2 Place three stoppered graduated cylinders horizontally at an ambient temperature of (20±2) °C, avoiding direct sunlight. After 28 d, directly read the volume of the supernatant, VL, (suspension) or the volume of the bottom precipitate, VS, (solution type).
6.4 Calculation and expression of results When the bottom precipitate is too small to be read directly after 28 days of standing of the solution-type liquid accelerating agent, pour the solution into another 100mL graduated cylinder; measure the solution volume, VL; and calculate the volume of the bottom precipitate according to Formula (1). Where. VS - volume of bottom precipitate, in mL; VL - volume of solution, in mL.
6.5 Determination of test results The suspended liquid accelerating agent is represented by the median value of three read VL values; the solution-type liquid accelerating agent is represented by the median value of three read or calculated VS values.
7.1 Drying method
7.1.1 Principle Water is vaporized at a temperature of 100°C~105°C, thereby achieving the purpose of drying.
7.1.2 Instruments The required instruments and requirements are as follows:
a) Balance. Graduation value of 0.0001 g;
b) Drying oven. Temperature range from room temperature ~ 200 °C;
c) Weighing bottle with lid;
d) Desiccator. Filled with color-changing silica gel.
7.1.3 Test procedure
7.1.3.1 Place the clean, lidded weighing bottle in the drying oven and dry it at 100 °C ~ 105 °C for 30 min. Remove it and place it in the desiccator to cool for at least 30 min before weighing. Repeat the above procedures until a constant mass is obtained; the mass is m0.
7.1.3.2 Weigh approximately 5 g of the specimen into the constant-weighted weighing bottle, accurate to 0.0001 g. The total mass of the liquid specimen and the weighing bottle is m1.
7.1.3.3 Place the weighing bottle containing the liquid specimen into a drying oven; open the cap; heat to 100°C~105°C (except for special varieties) and dry for at least 2 h. Cover and cool in a desiccator for at least 30 min; then weigh. Place in an oven and dry for 30 min; cover and cool in a desiccator for at least 30 min; then weigh. Repeat the above procedures until a constant mass is obtained; the mass is m2.
7.1.4 Calculation and expression of results The solid content, omegas, is calculated according to Formula (2). Where. omegas - solid content; m2 - mass of the weighing bottle plus the dried specimen, in g; m0 - mass of the weighing bottle, in g; m1 - mass of the weighing bottle plus the specimen, in g.
7.1.5 Repeatability and reproducibility limits The repeatability limit is 0.30%; and the reproducibility limit is 0.50%.
7.2 Dilution-drying method
7.2.1 Principle The diluted test specimen is placed in a constant-weighed petri dish and dried to a constant mass at a specific temperature. The mass of the specimen before and after drying is measured.
7.2.2 Instruments The required instruments and requirements are as follows:
a) Balance. Graduation value of 0.0001 g;
b) Drying oven. Temperature range from room temperature ~ 200 °C;
c) Weighing bottle with a lid;
d) Desiccator. Filled with color-changing silica gel.
7.2.3 Test procedure
7.2.3.1 Place a clean, capped weighing bottle in a drying oven and bake at 100°C~105°C for 30 min. Remove and place in a desiccator; cool for at least 30 min; then weigh. Repeat the above procedures until a constant mass is obtained; the mass is m0.
7.2.3.2 Diluting the test specimen. Shake the test specimen thoroughly. Accurately weigh W0 (8.0000 g~10.0000
g) of the test specimen using a small spoon and place it in a beaker. Add distilled water W1 (30.0000 g~50.0000
g) to dilute the specimen.
7.2.3.3 Thoroughly stir the diluted test specimen; take approximately 5 g of the diluted test specimen with a small spoon, accurate to 0.0001 g; and place it into a constant-weighed weighing bottle. Cover the bottle and accurately weigh the total mass of the specimen and the weighing bottle as m1.
7.2.3.4 Place the weighing bottle containing the specimen into a drying oven; open the weighing bottle cap; heat to 100 °C~105 °C to dry. Cover the bottle; and place it in a desiccator to cool for at least 30 min before weighing. Repeat the above procedures until a constant mass is obtained; the mass is m2.
7.2.4 Calculation and expression of results
7.2.4.1 The solid content of the diluted specimen is calculated according to Formula (3). Where. omegad - solid content of the diluted specimen; m2 - mass of the weighing bottle plus the dried specimen, in g; m0 - mass of the weighing bottle, in g; m1 - mass of the weighing bottle plus the specimen, in g.
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This preview omits tables, figures, formulas and parts of the technical clauses. The complete document — 28 pages — is available in the English PDF.
Referenced standards
Normative references
- GB 175Common portland cement
- GB/T 2419Test method for the fluidity of cement mortar
- GB/T 6682-2008Water for analytical laboratory use - Specification and test methods
- GB/T 8075-2017Terms of concrete admixtures
GB/T 6005 · GB/T 17671
Cited by
- GB 46039-2025Safety technical specification for concrete admixtures
- GB/T 18445-2025Cementitious capillary crystalline waterproofing materials
- GB/T 31040-2025Test methods of residual formaldehyde from the concrete admixtures
- GB/T 33803-2025Technical specification for the application of reinforced concrete corrosion inhibitors
- GB/T 8076-2025Concrete admixtures
- GB/T 45015-2024Technical specifications for comprehensive utilization of titanium gypsum
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