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彈性接縫密封膠檢測項目報價???解決方案???檢測周期???樣品要求? |
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本標準規定了建筑幕墻的術語和定義、分類、標記;通用要求和專項要求、試驗方法、檢驗規則、標志、包裝、運輸與貯存 本標準適用于以玻璃、石材、金屬板、人造板材為飾面材料的構件式幕墻、單元式幕墻、雙層幕墻,還適用于全玻幕墻、點支承玻璃幕墻。采光頂、金屬屋面、裝飾性幕墻和其他建筑幕墻可參照使用 本標準不適用于混凝土板幕墻、面板直接粘貼在主體結構的外墻裝飾系統,也不適用于無支承框架結構的外墻干掛系統
本標準對建筑用密封膠根據其性能及應用進行分類和分級,并給出了不同級別的要求和相應試驗方法。
本標準規定了石材接縫用建筑密封膠的分類和標記、要求、試驗方法、檢驗規則、標志、包裝、運輸與貯存。本標準適用于建筑工程中天然石材接縫嵌填用彈性密封膠。
本標準規定了中空玻璃用彈性密封膠的分類和標記、要求、試驗方法、檢驗規則、標志、包裝、運輸和貯存。本標準適用于非結構裝配中空玻璃二道密封用雙組分密封膠,單組分中空玻璃密封膠可參考使用。
本標準規定了建筑幕墻的通用術語和定義。本標準適用于各種類型的建筑幕墻。
本標準規定了綠色建筑防水與密封材料的術語和定義、評價要求、評價方法。本標準適用于建筑防水卷材、防水涂料和密封膠的綠色產品評價。
本文件規定了人行道用密封膠的分類、要求和試驗方法、處理條件、試驗步驟和基材、破壞的確定、標記、試驗報告。本文件適用于人行道、公共場所人行地面、手推車使用區域、階梯看臺和倉庫等人員活動區地面接縫用彈性密封膠。本文件不適用于公路、飛機場及污水處理場的混凝土路面用反應型冷施工接縫密封膠。
本規范適用于石油化工和煤化工工程防滲的設計、施工和質量檢驗;不適用于一般工業固體廢物和危險廢物的貯存、處置與填埋工程以及長輸管道線路敷設工程。
本標準規定了建筑門窗及玻璃鑲嵌用彈性密封膠的產品分類、要求、試驗方法、檢驗規則和標志、包裝、運輸、貯存的基本要求。 本標準適用于硅酮、改性硅酮、聚硫、聚氨酯、丙烯酸酯、丁基、丁苯、氯丁等合成高分子材料為主要成分的彈性密封膠。
本規范適用于地震區和抗震設防烈度不大于8度地震區的民用建筑用瓷板、陶板、微晶玻璃板、石材蜂窩復合板、高壓熱固化木纖維板和纖維水泥板等外墻用人造板材幕墻工程。人造板材幕墻的應用高度不宜大于100m。
本標準適用于GRC構件的材料選用、建筑與結構設計、制作加工、安裝施工、驗收及維修與保養。
本標準適用于抗震設防烈度為6度至8度的乙類、丙類民用建筑裝配式環筋扣合錨接混凝土剪力墻結構的設計、構件制作、施工及驗收。
1.1 This test method covers a laboratory procedure for determining the effects of accelerated weathering on cured-in-place elastomeric joint sealants (single- and multicomponent) for use in building construction.1.2 The values stated in SI units are to be regarded as the standard. The values in parentheses are for information only.1.3 The committee with jurisdiction over this standard is not aware of any comparable standards published by other ASTM committees or other organizations.1.4 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
It is known that solar radiation contributes to the degradation of sealants in exterior building joints. The use of a laboratory accelerated weathering machine with actinic radiation, moisture and heat appears to be a feasible means to give indications of early degradation by the appearance of sealant cracking. However, simulated weather factors in combination with extension may produce more severe degradation than weather factors only. Therefore, the effect of the weathering test is made more sensitive by the addition of the bending of the specimen at cold temperature.1.1 This test method covers a laboratory procedure for determining the effects of accelerated weathering on cured-in-place elastomeric joint sealants (single- and multicomponent) for use in building construction.1.2 The values stated in SI units are to be regarded as the standard. The values in parentheses are for information only.1.3 The committee with jurisdiction over this standard is not aware of any comparable standards published by other ASTM committees or other organizations.1.4 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
It is known that solar radiation contributes to the degradation of sealants in exterior building joints. The use of a laboratory accelerated weathering machine with actinic radiation, moisture and heat appears to be a feasible means to give indications of early degradation by the appearance of sealant cracking. However, simulated weather factors in combination with extension may produce more severe degradation than weather factors only. Therefore, the effect of the weathering test is made more sensitive by the addition of the bending of the specimen at cold temperature.1.1 This test method covers a laboratory procedure for determining the effects of accelerated weathering on cured-in-place elastomeric joint sealants (single- and multicomponent) for use in building construction. 1.2 The values stated in SI units are to be regarded as the standard. The values in parentheses are for information only. 1.3 The committee with jurisdiction over this standard is not aware of any comparable standards published by other ASTM committees or other organizations. 1.4 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
5.1x00a0;It is known that solar radiation contributes to the degradation of sealants in exterior building joints. The use of a laboratory accelerated weathering machine with actinic radiation, moisture and heat appears to be a feasible means to give indications of early degradation by the appearance of sealant cracking. However, simulated weather factors in combination with extension may produce more severe degradation than weather factors only. Therefore, the effect of the weathering test is made more sensitive by the addition of the bending of the specimen at cold temperature. 1.1x00a0;This test method covers a laboratory procedure for determining the effects of accelerated weathering on cured-in-place elastomeric joint sealants (single- and multicomponent) for use in building construction. 1.2x00a0;The values stated in SI units are to be regarded as the standard. The values in parentheses are for information only. 1.3x00a0;The committee with jurisdiction over this standard is not aware of any comparable standards published by other ASTM committees or other organizations. 1.4x00a0;This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
This specification covers several classifications of sealants as described in Section 4 for various applications. It should be recognized by the purchaser or design professional that not all sealants meeting this specification are suitable for all applications and all substrates. It is essential, therefore, that the applicable type, grade, class, and use be specified so that the proper classification of sealant is provided for the intended use. Test methods relate to special standard specimen substrates of mortar, glass, and aluminum. If tests are required using substrates in addition to or other than the standard, they should be so specified for testing.1.1 This specification covers the properties of a cured single- or multicomponent cold-applied elastomeric joint sealant for sealing, caulking, or glazing operations on buildings, plazas, and decks for vehicular or pedestrian use, and types of construction other than highway and airfield pavements and bridges. 1.2 A sealant meeting the requirements of this specification shall be designated by the manufacturer to be one or more of the types, classes, grades, and uses defined in Section 7. 1.3 The values stated in SI units are to be regarded as the standard. The values given in parentheses are for information only. 1.4 This standard is similar, but not identical, to ISO 11600.
1.1 This specification covers the material requirements for preformed polychloroprene elastomeric joint seals for concrete pavements. The seal consists of a multiple web design and functions only by compression of the seal between the faces of the joint with the seal folding inward at the top to facilitate compression. The seal is installed with a lubricant and is designed to seal the joint and reject incompressibles.1.2 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.1.3 This standard does not purport to address the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.Note 18212;This specification is a manufacturing and purchasing specification only and does not include requirements or considerations for selection of size, or the installation of the joint seals. However, experience has shown that successful performance of this product depends upon the proper selection of size and cross-sectional design of the joint seal, joint size, and joint spacing for the ambient conditions the pavement will be exposed to, and care in the installation of the joint seals.
1.1x00a0;This specification covers the material requirements for preformed polychloroprene elastomeric joint seals for concrete pavements. The seal consists of a multiple web design and functions only by compression of the seal between the faces of the joint with the seal folding inward at the top to facilitate compression. The seal is installed with a lubricant and is designed to seal the joint and reject incompressibles. 1.2x00a0;The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. 1.3x00a0;8199; This standard does not purport to address the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. Note 1:x00a0;This specification is a manufacturing and purchasing specification only and does not include requirements or considerations for selection of size, or the installation of the joint seals. However, experience has shown that successful performance of this product depends upon the proper selection of size and cross-sectional design of the joint seal, joint size, and joint spacing for the ambient conditions the pavement will be exposed to, and care in the installation of the joint seals.