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GB/T 35160.2-2017: Test methods for agglomerated stone -- Part 2: Determination of flexural strength
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| Standard ID | Contents [version] | USD | STEP2 | [PDF] delivered in | Standard Title (Description) | Status | PDF |
| GB/T 35160.2-2017 | English | 119 |
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Test methods for agglomerated stone -- Part 2: Determination of flexural strength
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GB/T 35160.2-2017
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Basic data | Standard ID | GB/T 35160.2-2017 (GB/T35160.2-2017) | | Description (Translated English) | Test methods for agglomerated stone -- Part 2: Determination of flexural strength | | Sector / Industry | National Standard (Recommended) | | Classification of Chinese Standard | Q21 | | Classification of International Standard | 91.100.15 | | Word Count Estimation | 6,668 | | Date of Issue | 2017-12-29 | | Date of Implementation | 2018-11-01 | | Regulation (derived from) | National Standards Bulletin 2017 No. 32 | | Issuing agency(ies) | General Administration of Quality Supervision, Inspection and Quarantine of the People's Republic of China, Standardization Administration of the People's Republic of China | GB/T 35160.2-2017: Test methods for agglomerated stone -- Part 2: Determination of flexural strength
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Test methods for agglomerated stone--Part 2. Determination of flexural strength
ICS 91.100.15
Q21
National Standards of People's Republic of China
Synthetic stone test method
Part 2. Determination of flexural strength
Part 2.Determinationofflexuralstrength
Released on.2017-12-29
2018-11-01 implementation
General Administration of Quality Supervision, Inspection and Quarantine of the People's Republic of China
China National Standardization Administration issued
Foreword
GB/T 35160 "Synthetic Stone Test Method" is divided into 6 parts.
--- Part 1. Determination of density and water absorption;
--- Part 2. Determination of flexural strength;
--- Part 3. Determination of compressive strength;
---Part 4. Determination of wear resistance;
---Part 5. Determination of thermal shock performance;
---Part 6. Determination of impact resistance.
This part is the second part of GB/T 35160.
This part is drafted in accordance with the rules given in GB/T 1.1-2009.
This part was proposed by the China Building Materials Federation.
This part is under the jurisdiction of the National Stone Standardization Technical Committee (SAC/TC460).
This section is responsible for drafting units. Sinoma Artificial Crystal Research Institute Co., Ltd. (National Stone Quality Supervision and Inspection Center), building materials industry
Technical Supervision Research Center, Dongguan Global Classic New Materials Co., Ltd.
The main drafters of this section. Zhou Junxing, Liu Wuqiang, Zhong Wenbo, Xu Zhongbao.
Synthetic stone test method
Part 2. Determination of flexural strength
1 Scope
This part of GB/T 35160 specifies the terms and definitions, principles, equipment, sample preparation, and test of the bending strength test of synthetic stone.
Test procedures, test results and test reports.
This section applies to the test to determine the bending strength of synthetic stone.
2 Normative references
The following documents are indispensable for the application of this document. For dated references, only dated versions apply to this article.
Pieces. For undated references, the latest edition (including all amendments) applies to this document.
GB/T 35165 synthetic stone terminology and classification
3 Terms and definitions
The terms and definitions defined in GB/T 35165 apply to this document.
4 Principle
The dry sample is placed on two circular shafts and a load is applied to the middle of the sample to measure the load value at the time of the fracture of the sample, thereby calculating the bending.
strength.
5 instruments
5.1 The balance with a measurement accuracy of not less than 0.01% of the sample quality.
5.2 A blast drying oven capable of maintaining temperatures between (40 ± 5) °C and (70 ± 5) °C.
5.3 Measurement tools with a measurement accuracy of not less than 0.1 mm.
5.4 Test machine. The relative error of the indication value does not exceed ±1%, and the load of the sample damage is within the range of 20%~90% of the indication value of the equipment.
5.5 Specimen loading device. consists of two support shafts and a load shaft that applies pressure at the center. The distance between the two support shafts should be
The sample length can be adjusted, as shown in Figure 1. The diameter of the three shafts should be no more than 20mm and the length should be greater than the width of the specimen.
5.6 Dryer.
6 sample preparation
6.1 Sampling
Six samples of the same requirements were prepared in the same batch of materials, and large and irregular products should be cut. Sample not
There should be defects such as cracks, ribs and corners.
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