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Delivery: <= 4 days. True-PDF full-copy in English will be manually translated and delivered via email. GB 26538-2011: [GB/T 26538-2011] Fired heat preservation brick and block Status: Valid
Basic dataStandard ID: GB 26538-2011 (GB26538-2011)Description (Translated English): [GB/T 26538-2011] Fired heat preservation brick and block Sector / Industry: National Standard Classification of Chinese Standard: Q15 Classification of International Standard: 91.100.10 Word Count Estimation: 15,141 Date of Issue: 2011-06-16 Date of Implementation: 2012-04-01 Quoted Standard: GB/T 2542; GB 6566; GB/T 13475; GB/T 18968; JC/T 466 Regulation (derived from): Announcement of Newly Approved National Standards No. 9 of 2011 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 Summary: This Chinese standard specifies the sintered insulation bricks and insulation block of terms and definitions, product classification, technical requirements, test methods, inspection rules, marking, packaging, transport and storage. This standard applies to clay, shale or coal gangue, fly ash, sludge and other solid waste as the main raw material, or the addition of a porous material or porous thin-walled solid by roasting, mainly in the building envelope insulation bricks and blocks (hereinafter referred to bricks and blocks). GB 26538-2011: [GB/T 26538-2011] Fired heat preservation brick and block---This is a DRAFT version for illustration, not a final translation. Full copy of true-PDF in English version (including equations, symbols, images, flow-chart, tables, and figures etc.) will be manually/carefully translated upon your order.Fired heat preservation brick and block ICS 91.100.10 Q15 National Standards of People's Republic of China Sintering insulation tiles and insulation block Issued on. 2011-06-16 2012-04-01 implementation Administration of Quality Supervision, Inspection and Quarantine of People's Republic of China Standardization Administration of China released Table of ContentsPreface Ⅰ 1 Scope 1 2 Normative references 1 3 Terms and definitions 4 Product Category 2 5 2 Technical Requirements 6 Test methods 5 7 7 inspection rules 8 signs, packaging, transportation and storage 9 Division of Annex A (informative) weathered zone 11ForewordThis standard is prepared in accordance with GB/T 1.1-2009 given rules. Chapter 5 of this standard are mandatory, others are recommended. The standard proposed by China Building Materials Federation. This standard by the national wall, roof and road construction materials Standardization Technical Committee (SAC/TC285) with centralized. This standard is drafted by. Xi'an Wall Materials Research and Design Institute, Nanjing Product Quality Supervision and Inspection Institute, Zhejiang Building Materials Division Technology Limited. Participated in the drafting of this standard. Xiang Xin Nanjing New Building Materials Co., brick construction Pukou, Shanghai Xin Jing Shan Building Materials Development has Limited, Tel Zhejiang Building Materials Co., Xinjiang Urban Construction Group Co., Ltd. Pinghu City, Guang-round New Building Materials Co., Ningbo City, North Lun District-City New Building Material Co., Ltd., Zhejiang JF New Building Materials Co., Ltd. Fuyang billion new building materials, building materials machinery Yancheng Ltd., Guangzhou Institute of Building Materials Industry Co., Ltd., Chongqing Wall Materials Industry Association. The main drafters of this standard. Zhou Wan Ning Cai Xiaobing, Zhou Xuan, Wu Baoqing, Wang Jun, Wangmei Chun, Chen Wenguang, Wang Hui, Huxian Wen, Yi Mu Qing, Chen Shaoqing. Sintering insulation tiles and insulation block1 ScopeThis standard specifies the terms and definitions Sintering insulation brick and block insulation, product classification, technical requirements, test methods, inspection rules, marking Chi, packaging, transport and storage. This standard applies to clay, shale or coal gangue, fly ash, sludge and other solid waste as the main raw material, or the addition of a porous wood Solid or porous material made of thin-walled calcined is mainly used for building envelope insulation bricks and blocks (hereinafter referred to as the average brick And blocks).2 Normative referencesThe following documents for the application of this document is essential. For dated references, only the dated version suitable for use herein Member. For undated references, the latest edition (including any amendments) applies to this document. Test methods for wall GB/T 2542 puzzle GB 6566 building materials radionuclide limits GB/T 13475 adiabatic steady heat transfer properties - Calibrated and guarded hot box GB/T 18968 wall material terms JC/T 466 Wall bricks inspection rules3 Terms and DefinitionsGB/T 18968 and JC/T 466 defined in the following terms and definitions apply to this document. 3.1 Porogen hole-makingmaterial Roasting process from combustion or pyrolysis gas released material, or pore structure in the article itself may be formed of different pore diameters, Such as sludge, various residues, sawdust, fly ash floating beads, foam beads, limestone, crushed straw, straw, expanded perlite, expanded vermiculite, Shredding ribs, rice husks, worn tires, diatomaceous earth, fuller's earth, etc. 3.2 Sintering insulation brick firedheatpreservationbrick Mostly rectangular shape hexahedral by roasting mainly used for building envelope insulation bricks. 3.3 Sintering insulation block firedheatpreservationblock Mostly rectangular shape hexahedral, there are a variety of shaped by roasting mainly used for building envelope thermal insulation blocks, puzzle Block series main specifications of length, width or height, respectively, for one or more larger than 365mm, 240mm or 115mm. But highly Not more than six times the length or width, the length does not exceed three times the height. 3.4 Less brick underfirebrick Failing to reach the sintering temperature or sintering temperature holding time is not enough internal defects caused by brick and block. 3.5 Crisp brick crispbrick Due to damp, rain and the formation of internal defects such as delamination caused by the sound of the finished product when it is struck brick cloudy, dull, mute, or simply unable to pay Sound or surface flaking brick or block.4 Products4.1 Category 4.1.1 divided by the main raw material Press the main raw material into clay insulation bricks and insulation block (NB), shale insulation tiles and insulation block (YB), gangue insulation tiles and insulation Block (MB), fly ash bricks and insulation insulation block (FB), mud bricks and insulation insulation block (YNB), insulation bricks and other solid waste Insulation block (QGB ). 4.1.2 press sintering process and method masonry points a) finely treatment process used in thin masonry mortar joint, fit without mortar joint sintering insulation bricks and insulation block (A Class); Masonry b) Process without a fine in the ordinary brick mortar joints and sintering heat insulation block (class B). 4.2 Specifications 4.2.1 brick and block outlook for rectangular hexahedron, its length, width and height dimensions shall meet the following requirements in millimeters. Classification length, width or height A 490,360 (359,365), 300,250 (249,248), 200,100 B 390,290,240,190,180 (175), 140,115,90,53 4.2.2 Other sizes are determined by supply and demand sides negotiated. 4.3 rating 4.3.1 The intensity level is divided into MU15.0, MU10.0, MU7.5, MU5.0, MU3.5. 4.3.2 density level is divided into 700, 800, 900, 1000. 4.3.3 heat transfer coefficient K value divided by ten quality 2.00,1.50,1.35,1.00,0.90,0.80,0.70,0.60,0.50,0.40 grade. 4.4 Product Marking Brick and masonry products marked by product name, type, size, density level, strength level, the heat transfer coefficient and the standard numbering sequence to write. Example 1. Size 240mm × 115mm × 53mm, 900 density levels, strength grade 7.5, the heat transfer coefficient of 1.00, Class B insulation brick shale, mark Example 2. Size 490mm × 360mm × 200mm, 800 density levels, strength grade 3.5, the heat transfer coefficient of 0.50, A Class mud blocks, mark it as.5 Technical requirements5.1 size deviation Size deviation should meet the requirements of Table 1. Table 1 size deviation in millimeters size A Class B The average deviation of the average deviation of ≤ Sample Sample Sample Sample poor poor ≤ > 300 ± 2.5 5.0 ± 3.0 7.0 > 200 ~ 300 ± 2.0 4.0 ± 2.5 6.0 100 ~ 200 ± 1.5 3.0 ± 2.0 5.0 < 100 ± 1.5 2.0 ± 1.7 4.0 5.2 appearance quality Appearance quality should meet the requirements of Table 2. Table 2 millimeters appearance quality No. Item Specifications Bent ≤4 2 missing edge off angle in three dimensions can not be destroyed at the same time > 30 3 vertical difference ≤4 Non-through crack length ① large surface width direction and extending the length of the strip surface ② length of the large surface of the longitudinal direction or the horizontal direction of the strip surface ≤100 ≤120 Through the crack length ① large surface width direction and extending the length of the strip surface ② length of the wall, the rib longitudinal direction, a width direction and in the horizontal direction, ≤40 ≤40 6 ribs, the inner wall of the incomplete length ≤40 5.3 intensity level Intensity should be in accordance with Table 3. Table 3 intensity level megapascals power level Compressive strength The average compressive strength f≥ Δ≤0.21 coefficient of variation coefficient of variation δ > 0.21 Strength standard value fk≥ Monolithic minimum compressive Intensity values fmin≥ Density levels range / (Kg/m3) MU15.0 15.0 10.0 12.0 MU10.0 10.0 7.0 8.0 MU7.5 7.5 5.0 5.8 MU5.0 5.0 3.5 4.0 ≤1000 MU3.5 3.5 2.5 2.8 ≤800 5.4 density levels Density levels shall conform to Table 4. Table 4 density levels in kilograms per cubic meter The average density of density levels 5 700 ≤700 800 701 to 800 900 801 to 900 1000 901 and 1000 5.5 Pan-cream Each brick and block allowed medium pan-cream. 5.6 Lime Burst Each brick and masonry shall comply with the following provisions. a) the greatest damage dimension greater than 2mm and less than or equal to the burst area of 10mm, each brick and masonry not more than 15; b) the greatest damage is greater than the size of 10mm burst area is not allowed. 5.7 Water absorption Each brick and block absorption averages should meet the requirements of Table 5. Table 5 Water absorption% Category absorption NB, YB, MB ≤20.0 FB, YNB, QGB ≤24.0 Note 1. The incorporation of fly ash (by volume) of less than 30% can not be determined in accordance with the provisions of FB. Note 2. the addition of a porous material forming micropores brick and block, water absorption is not limited. 5.8 weathering properties 5.8.1 division of weathering area, see Annex A. 5.8.2 severely weathered zone areas 1,2,3,4,5 and silt, other solid waste as the main raw material is formed pores or the addition of a porous material Bricks and blocks shall be freeze-thaw test, weathering properties and other parts of brick blocks can not meet the freeze-thaw test specified in Table 6, otherwise should Freezing and thawing test. Table 6 weathering properties classification Saturation coefficient ≤ Noncritical weathered severe weathering zone area The average single monolithic block Max Avg Max NB FB 0.85 0.87 0.88 0.90 YB MB 0.74 0.77 0.78 0.80 5.8.3 frost resistance shall be in accordance with Table 7. Table 7% frost resistance Freezing conditions index mass loss rate after freezing and thawing test each brick or block Subtropical region D15 Hot summer and cold winter area D25 Cold regions D35 Cold area D50 ≤5 ① allowed stratification, peel, missing edge off angle And other frozen phenomenon. ② After freezing crack length of not more than 4,5 Table 2 items Provisions. 5.9 heat transfer coefficient Heat transfer coefficient should meet the requirements in Table 8. Table 8 grade heat transfer coefficient in watts per square meter Kelvin Found grade single sample a range of heat transfer coefficient of heat transfer coefficient K value 2.00 1.51 ~ 2.00 1.50 1.36 ~ 1.50 1.35 1.01 ~ 1.35 1.00 0.91 ~ 1.00 0.90 0.81 ~ 0.90 0.80 0.71 ~ 0.80 0.70 0.61 0.70 0.60 0.51 ~ 0.60 0.50 0.41 ~ 0.50 0.40 0.31 0.40 5.10 radionuclide limited Radionuclide limits shall comply with the provisions of GB 6566. 5.11 Less brick, brick Crisp They Qian products are not allowed in the brick, brick crisp.6 Test methods6.1 size deviation Test sample number 20, the method according to GB/T 2542 regulations. Wherein each size measuring less than 0.5mm by 0.5mm meter. Sample average deviation is the arithmetic average of 20 in the same direction of the sample 40 to measure the size of its nominal size minus the difference between samples extremely The difference is 20 sample sampling in the same direction 40 Measurements in the difference between the maximum and minimum measured value of the measured value. 6.2 appearance quality 6.2.1 vertical difference The angle formed between brick and block each surface to be measured is not equal to the vertical difference of 90 °. Squares meet the accuracy level. 1 --- Squares; 2 --- vertical difference; 3 --- bricks or blocks. Vertical difference measurement methods 1 Other projects inspected according to GB/T 2542 provisions 6.2.2 The appearance of mass. 6.3 Strength 6.3.1 Specimen production requirements Specimens produced by GB/T 2542 provisions, the actual use of the pressure receiving surface of the bearing surface. 6.3.2 strength coefficient of variation, standard deviation Intensity variation coefficient δ, standard deviation S were calculated according to equation (1), (2). δ = S (1) S = 19Σ i = 1 (Fi-f) 2 (2) Where. δ --- brick and block strength coefficient of variation, accurate to 0.01; S --- 10 the compressive strength of standard specimens difference in megapascals (MPa), accurate to 0.01; f --- 10 Kuai sample mean compressive strength, in megapascals (MPa), accurate to 0.1; fi --- monolithic samples measured compressive strength value, in megapascals (MPa), to the nearest 0.1. 6.3.3 Calculation and evaluation of results 6.3.3.1 Average - standard value for Assessment When the intensity of the coefficient of variation δ≤0.21, according to the average compressive strength in Table 3, the strength of the standard value assessment brick and masonry strength class. Sample size n = 10 strength standard value according to equation (3) calculation. fk = f-1.8S (3) Where. fk --- strength standard value, in megapascals (MPa), to the nearest 0.1. 6.3.3.2 Average - minimum assessment method Intensity variation coefficient δ > 0.21, according to the average compressive strength in Table 3, a single block of the minimum compressive strength and strength assessment brick blocks, etc. Stage, single-block minimum compressive strength values are accurate to 0.1MPa. 6.4 density, pan-cream and lime burst Density, pan-cream and lime burst test according to GB/T 2542 regulations. And saturated water absorption coefficient of 6.5 And saturated water absorption coefficient test according to GB/T 2542 provisions, boiling water absorption to 3h five samples boiled water absorption arithmetic average Value represents the saturation coefficient arithmetic mean of five samples represent. 6.6 Antifreeze Test Frost resistance test method according to GB/T 2542 regulations. Evaluation of results in mass loss rate and the appearance of a single piece of sample failure phenomena FIG. 6.7 heat transfer coefficient Heat transfer coefficient of the sample prepared according to GB/T 2542 provisions, according to GB/T 13475 regulations, the test piece in hot-box calibration or guarded hot box Internal installation, measuring and calculation results in the specimen indicates the heat transfer coefficient. 6.8 Limit of radionuclides Radionuclide limited test according to GB 6566 regulations. 6.9 Less brick, brick Crisp Number of test samples according to GB/T 2542 provisions visual inspection, by visual, percussion and scratches methods for testing.7 Inspection rules7.1 Inspection classification Product testing and factory inspection sub-type test. 7.1.1 factory inspection 7.1.1.1 Products manufactured must be factory inspection. Products by the factory before the factory inspection. 7.1.1.2 Factory inspection items include size deviation, appearance quality, intensity level, density levels and under the brick, brick crisp. 7.1.2 Type inspection 7.1.2.1 Type test items include all items required by this standard. 7.1.2.2 any of the following circumstances, should be type tested. A) After the formal production, raw materials, technology and so there is a greater change that may affect product performance; b) The new plant trial stereotypes inspection; c) Normal production, every six months, the heat transfer coefficient, radionuclide detection limit once a year; d) factory inspection results are quite different and the last type test results. 7.2 Batch Constitute principles and batch size of the inspection lot according to JC/T 466 requirements. 35 000 - 150 000 as a group, by a lack of 35000 Batch count. 7.3 Sampling 7.3.1 appearance quality and less brick, brick crisp test sample using random sampling method to extract the product stack in each test batch. Samples 7.3.2 Other inspection items using random sampling method from the appearance of the quality of the test sample batches after passing the extract. 7.3.3 the number of samples in Table 9. Table 9. Number of Units sampling blocks The number of samples test item number 1 Appearance quality 50 (n1 = n2 = 50) 2 Less brick, brick crisp 50 (n1 = n2 = 50) 3 dimensional deviation 20 4 Strength 10 Density 5 5 Pan-cream 5 6 7 Lime Burst 5 8 water absorption and saturation coefficient 5 Antifreeze 9 5 Heat transfer coefficient of not less than 10 blocks 1.44m2 masonry wall 11 radionuclide limited 3 7.4 determine the rules 7.4.1 size deviation Size deviation should be consistent with the corresponding level specified in Table 1. Otherwise, the contractor failed. 7.4.2 appearance quality Appearance quality using JC/T 466 secondary sampling plan, based on the quality indicators specified in Table 2, and check out where the number of non-conforming product d1, press The following rules to determine. d1≤7, the appearance of quality standards; d1≥11, the appearance of substandard quality; d1> 7, and d1 < 11, the need to re-sample 50 from the product inspection, check out the number of rejects d2, according to the following rules determination. (D1 d2) ≤18, the appearance of quality standards; (D1 d2) ≥19, the appearance of inferior quality. 7.4.3 strength and density Strength and density test results shall comply with the requirements in Table 3 and Table 4. Otherwise, the contractor failed. 7.4.4 pan-cream and lime burst Pan-cream and lime burst results should comply with 5.5 and 5.6 respectively, the appropriate level of provision. Otherwise, the contractor failed. 7.4.5 Water absorption 5.7 water absorption test results should meet the appropriate level of provision. Otherwise, the contractor failed. 7.4.6 weathering properties Wind of performance should be consistent with the provisions of 5.8. Otherwise, the contractor failed. 7.4.7 heat transfer coefficient Heat transfer coefficient of performance should be consistent with the provisions of 5.9. Otherwise, the contractor failed. 7.4.8 radionuclide limited Radionuclide limits shall conform to the provisions of 5.10. Otherwise, the contractor failed. 7.4.9 overall judgment Visual inspection of samples 7.4.9.1 You Qian brick, brick crisp, then this batch of product failure. 7.4.9.2 factory inspection determines quality classes According to factory inspection items and the last type inspection lime burst within the scope of aging, efflorescence, weathering properties, radionuclide Limited, heat transfer coefficient and water absorption test project quality grade determination. Which one does not meet the standard requirements, as unqualified. 7.4.9.3 type test determines quality classes By size deviation, appearance quality, strength, density, weathering properties, efflorescence, lime burst, water absorption, heat transfer coefficient and radionuclide limits The quality level determines the amount of testing, which one does not meet the standard requirements, then this batch of product failure. 8 signs, packaging, transportation and storage 8.1 mark When the factory, you must provide the product quality certification, inspection reports. Product quality certification main contents include. manufacturer name, product Tags, batch and serial number, certificate number, this batch delivery inspection found technical performance, manufacturing date and the last type test report number Etc., and by inspectors units signature. 8.2 Packaging 8.2.1 by cate...... |
