標(biāo)準(zhǔn)編號(hào):	DB/T29-134-2014
中文名稱:	鋼結(jié)構(gòu)防火涂料工程施工驗(yàn)收規(guī)范
英文名稱:	Code for construction and acceptance of fire resistive coating for steel structure
行業(yè)分類:	DB    地方標(biāo)準(zhǔn)
發(fā)布日期:	Issue date: 2014-09-04
實(shí)施日期:	2014-11-1
標(biāo)準(zhǔn)狀態(tài):	valid
翻譯語(yǔ)言:	英文
文件格式:	PDF
中文字符數(shù):	12000 字
翻譯價(jià)格(元):	1900.0
交付時(shí)間:	付款后 1 個(gè)工作日

Codeofchina.com is in charge of this English translation. In case of any doubt about the English translation, the Chinese original shall be considered authoritative. According to the requirements of Document [2010] No.533 of the Municipal Science and Technology Commission, Notice on the development plan of the second batch of provincial standards for engineering construction of Tianjin Municipal Construction System in 2010, Tianjin Municipal Public Security Bureau Fire Department has revised DB29-134-2005 Code for construction and acceptance of fire resistive coating for steel structure. The main contents of this revision include: readjusting the original clauses, and expanding the revised specifications from the original three clauses to five clauses. For the convenience of practical operation, the contents of individual items and sub-items in Code for construction and acceptance of fire resistive coating for steel structure are refined again. This code consists of five clauses, including: general provisions, terminology, fire resistive coating for steel structure and coating thickness, construction requirements of fire resistive coating for steel structure and final acceptance of fire resistive coating for steel structure. With this code managed by Tianjin Urban-Rural Construction Committee, Tianjin Municipal Public Security Bureau Fire Department is responsible for the interpretation of specific technical contents of this code. Related units are kindly requested to accumulate data and sum up experience in engineering practice. In case of any amendments and supplements, please feedback your opinions to the management group of the Code for construction and acceptance of fire resistive coating for steel structure of Tianjin Municipal Public Security Bureau Fire Department (Address: Fanghuodu, No.708 Nanma Road, Nankai District, Tianjin, 300090, China; Fax: 022-27330119) for reference in revision. Contents 1 General provisions 1 2 Terminology 1 3 Fire resistive coating for steel structure and coating thickness 2 3.1 Species of fire resistive coating for steel structure 2 3.2 Selection of fire resistive coating for steel structure 2 3.3 Thickness of fire resistive coating for steel structure 3 4 Construction requirements of fire resistive coating for steel structure 3 4.1 General requirements 3 4.2 Rust removal and primary treatment for steel structure 4 4.3 Construction requirements of extra-thin fire-resistive coating for steel structure 5 4.4 Construction requirements of thin fire-resistive coating for steel structure 5 4.5 Construction requirements of thick fire-resistive coating for steel structure 6 4.6 Coating repair 6 5 Final acceptance of fire-resistive coating for steel structure engineering 6 Annex A Detection of fire-restive coating quality 9 Annex B Approach acceptance record of fire-resistive coating 11 Annex C Inspection record of concealed work 12 Annex D Supervision report of fire-resistive coating for steel structure engineering 13 Explanation of wording in this code 15 List of reference standards 16 Code for construction and acceptance of fire resistive coating for steel structure 1 General provisions 1.0.1 This code is formulated to implement the relevant national fire protection codes and technical standards for building design, standardize the construction and acceptance of fire resistive coatings for steel structures, reduce fire hazards and maintain fire safety. 1.0.2 This code is applicable to the construction and acceptance of fire resistive coatings for steel structures of buildings and structures. 1.0.3 In addition to this code, the construction and acceptance of fire resistive coating for steel structure shall also comply with the current relevant national standards. 2 Terminology 2.0.1 coating for steel structure coating materials applied to the surface of steel structure of buildings and structures to form a coating material for fireproof or anti-corrosion layer of steel structure 2.0.2 fire resistive coating for steel structure coating applied to the surface of steel structure of buildings and structures, which can form a fire-resistant and heat-insulating protective layer to improve the fire resistance of steel structure 2.0.3 fire resistive coating for steel structure engineering engineering that uses brushing, roller coating, spraying or wiping techniques to apply fire resistive coating on the surface of steel structure to provide fire protection to steel structure 2.0.4 crazing fracturing seam with the width less than 1mm, and not going through the transverse direction and depth on the surface or shallow layer of the fire resistive coating 2.0.5 cracking full-width crack appearing in fire resistive coating from steel structure substrate to coating surface 3 Fire resistive coating for steel structure and coating thickness 3.1 Species of fire resistive coating for steel structure 3.1.1 According to the application place, fire resistive coating for steel structure can be classified into: 1 Fire resistive coating for indoor steel structure: used for the surface of steel structure of indoors or concealed work of buildings; 2 Fire resistive coating for outdoor steel structure: used for the surface of steel structures in outdoor or open-air engineering of buildings. 3.1.2 According to the application thickness, fire resistive coating for steel structure can be classified into: 1 Extra-thin fire resistive coating for steel structure: the coating thickness is less than or equal to 3mm; 2 Thin fire resistive coating for steel structure: the coating thickness is greater than 3mm and less than or equal to 7 mm; 3 Thick fire resistive coating for steel structure: the coating thickness is greater than 7mm and less than or equal to 45mm. 3.2 Selection of fire resistive coating for steel structure 3.2.1 Fire resistive coating for indoor steel structure shall be selected for the surface of steel structure used for indoor or concealed work of buildings, and fire resistive coating for outdoor steel structure shall be selected for the surface of steel structure used for outdoor or open-air engineering of buildings. 3.2.2 When the fire endurance design requirement of steel structure is not more than 2.0h, extra-thin fire resistive coating for steel structure or thin fire resistive coating for steel structure shall be selected. When the fire endurance design requirement of steel structure is 1.0 h ~ 2.5 h, thin fire resistive coating for steel structure should be selected, and when the fire endurance design requirement of steel structure is 1.5 h ~ 3.0 h, thick fire resistive coating for steel structure should be selected. 3.3 Thickness of fire resistive coating for steel structure 3.3.1 The coating thickness of various fire resistive coating for steel structure corresponding to different fire endurance limits shall be determined on the basis of relevant inspection reports. 3.3.2 If the coating thickness of fire resistive coating is specified in the design documents and is greater than the coating thickness in the corresponding inspection report, the coating thickness shall be determined according to the value specified in the design documents. 4 Construction requirements of fire resistive coating for steel structure 4.1 General requirements 4.1.1 Fire resistive coating for steel structure shall be carried out by construction units or production units with corresponding qualifications. 4.1.2 For all kinds of fire resistive coating products for steel structures entering the construction site, the package shall be pasted with the identity information sign of fire-fighting products (identity information sign A), and shall be accompanied with technical data such as type approval certificate, type inspection report, product certificate, product instructions and construction technology provided by the manufacturer. The acceptance shall be witnessed by the project supervisor on site, and the relevant information shall be recorded in Approach acceptance record of fire-resistive coating (Annex B). 4.1.3 Before coating construction, the construction unit shall develop a concrete and feasible construction scheme according to the structural form of the engineering, site conditions and the construction technology of the coating manufacturer, and submit it to the construction supervision for approval before construction according to the construction scheme. 4.1.4 Before construction, the steel structure shall be derusted and rustproof according to the relevant provisions of 4.2. 4.1.5 Dust, oil stains, etc. on the surface of the steel structure shall be removed, and the seam at the joint shall be filled with fire resistive coating or other fire resistive materials before construction. 4.1.6 Fire resistive coating for steel structure engineering may be divided into one or several inspection batches according to the principle of division of steel structure production or steel structure installation engineering inspection batches. Fire resistive coating for steel structure shall be carried out after the construction quality of the installation inspection batches and ordinary the coating inspection batches of steel structure has passed the acceptance. 4.1.7 The ambient temperature and relative humidity during the application of fire resistive coating of steel structure shall meet the requirements of the coating product instructions. Unless otherwise specified, the ambient temperature should be kept above 5°C during the construction of water-based coatings and before the coating is dried and solidified, and as for the solvent-based coatings, the ambient temperature should be kept at -5°C to 38°C. The relative humidity should not be greater than 90% and the air shall be ventilated. When the air temperature is too low, the wind speed is more than 5m/s, it is rainy or there is condensation on the surface of the component, no operation is allowed. 4.1.8 Fire resistive coating should be applied before interior decoration and without being damaged by subsequent engineering. Coating during curing period shall be protected from rain, water flushing, dirty article pollution and bumping. 4.1.9 When measuring the coating thickness of components with a thickness gauge, the measuring points shall be uniformly arranged. For linear members such as steel beams and columns, the number of points measured per linear meter shall not be less than two; the number of measuring points per square meter for face-like members such as steel plates shall not be less than five. The average thickness of coating shall meet the thickness requirements specified in the construction unit design. The thickness of single-point coating shall not be less than 85% of the thickness specified in the construction unit design, and the length of continuous area of coating with the thickness of single-point coating greater than 85% of the thickness specified in the construction unit design but not up to the thickness specified in the construction unit design shall not exceed 1m. 4.1.10 The whole process must be recorded in detail during construction, and necessary photos or video records shall be kept at different time nodes for concealed work.

1 General provisions 2 Terminology 3 Fire resistive coating for steel structure and coating thickness 3.1 Species of fire resistive coating for steel structure 3.2 Selection of fire resistive coating for steel structure 3.3 Thickness of fire resistive coating for steel structure 4 Construction requirements of fire resistive coating for steel structure 4.1 General requirements 4.2 Rust removal and primary treatment for steel structure 4.3 Construction requirements of extra-thin fire-resistive coating for steel structure 4.4 Construction requirements of thin fire-resistive coating for steel structure 4.5 Construction requirements of thick fire-resistive coating for steel structure 4.6 Coating repair 5 Final acceptance of fire-resistive coating for steel structure engineering Annex A Detection of fire-restive coating quality Annex B Approach acceptance record of fire-resistive coating Annex C Inspection record of concealed work Annex D Supervision report of fire-resistive coating for steel structure engineering Explanation of wording in this code List of reference standards

1 總則 1.0.1 為貫徹落實(shí)國(guó)家有關(guān)建筑設(shè)計(jì)防火規(guī)范和技術(shù)標(biāo)準(zhǔn)，規(guī)范鋼結(jié)構(gòu)防火涂料工程的施工和驗(yàn)收工作，減少火災(zāi)危害，維護(hù)消防安全，制定本規(guī)范。 1.0.2本規(guī)范適用于建筑物和構(gòu)筑物鋼結(jié)構(gòu)防火涂料工程的施工和驗(yàn)收。 1.0.3鋼結(jié)構(gòu)防火涂料工程的施工和驗(yàn)收，除應(yīng)符合本規(guī)范外，尚應(yīng)符合國(guó)家現(xiàn)行有關(guān)標(biāo)準(zhǔn)的規(guī)定。 2術(shù)語(yǔ) 2.0.1鋼結(jié)構(gòu)涂料Coating for steel structure 施涂于建筑物及構(gòu)筑物的鋼結(jié)構(gòu)表面，形成鋼結(jié)構(gòu)防火或防腐層的涂覆材料。 2.0.2鋼結(jié)構(gòu)防火涂料fire resistive coating for steel structure 施涂于建筑物及構(gòu)筑物的鋼結(jié)構(gòu)表面，能形成耐火隔熱保護(hù)層以提高鋼結(jié)構(gòu)耐火極限的涂料。 2.0.3 鋼結(jié)構(gòu)防火涂料工程fire resistive coating for steel structure engineering 使用刷涂、輥涂、噴涂或抹涂等工藝將鋼結(jié)構(gòu)防火涂料涂覆于鋼結(jié)構(gòu)表面，給鋼結(jié)構(gòu)提供防火保護(hù)的工程。 2.0.4裂紋crazing 在防火涂層的表面或淺層出現(xiàn)的寬度小于1mm、在橫向和縱深均未形成貫穿的龜裂縫隙。 2.0.5開(kāi)裂cracking 在防火涂層中出現(xiàn)的從鋼結(jié)構(gòu)基材到涂層表面縱深貫穿的全寬度裂縫。 3鋼結(jié)構(gòu)防火涂料及涂層厚度 3.1 鋼結(jié)構(gòu)防火涂料的分類 3.1.1按使用的場(chǎng)所，鋼結(jié)構(gòu)防火涂料分為： 1室內(nèi)鋼結(jié)構(gòu)防火涂料：用于建筑物室內(nèi)或隱蔽工程的鋼結(jié)構(gòu)表面； 2室外鋼結(jié)構(gòu)防火涂料：用于建筑物室外或露天工程的鋼結(jié)構(gòu)表面。 3.1.2按使用厚度，鋼結(jié)構(gòu)防火涂料分為： 1超薄型鋼結(jié)構(gòu)防火涂料：涂層厚度小于或等于3mm； 2薄型鋼結(jié)構(gòu)防火涂料：涂層厚度大于3mm且小于或等于7mm； 3厚型鋼結(jié)構(gòu)防火涂料：涂層厚度大于7mm且小于或等于45mm。 3.2鋼結(jié)構(gòu)防火涂料的選用 3.2.1 用于建筑物室內(nèi)或隱蔽工程的鋼結(jié)構(gòu)表面應(yīng)選用室內(nèi)鋼結(jié)構(gòu)防火涂料，用于建筑物室外或露天工程的鋼結(jié)構(gòu)表面應(yīng)選用室外鋼結(jié)構(gòu)防火涂料。 3.2.2鋼結(jié)構(gòu)耐火極限設(shè)計(jì)要求不大于2.0h時(shí)宜選用超薄型鋼結(jié)構(gòu)防火涂料或薄型鋼結(jié)構(gòu)防火涂料。鋼結(jié)構(gòu)耐火極限設(shè)計(jì)要求為1.0h～2.5h時(shí)宜選用薄型鋼結(jié)構(gòu)防火涂料，鋼結(jié)構(gòu)耐火極限設(shè)計(jì)要求為1.5h～3.0h時(shí)宜選用厚型鋼結(jié)構(gòu)防火涂料。 3.3鋼結(jié)構(gòu)防火涂料的涂刷厚度 3.3.1 不同耐火極限對(duì)應(yīng)的各種鋼結(jié)構(gòu)防火涂料的涂刷厚度要以相關(guān)的檢驗(yàn)報(bào)告作為確定的依據(jù)。 3.3.2設(shè)計(jì)文件中規(guī)定了防火涂料涂層厚度且此厚度大于相應(yīng)的檢驗(yàn)報(bào)告中的涂層厚度時(shí)，應(yīng)按設(shè)計(jì)文件規(guī)定的數(shù)值確定涂刷厚度。 4鋼結(jié)構(gòu)防火涂料施工要求 4.1 一般規(guī)定 4.1.1 鋼結(jié)構(gòu)防火涂料工程應(yīng)由具有相應(yīng)資質(zhì)的施工單位或生產(chǎn)單位進(jìn)行施工。 4.1.2進(jìn)入施工現(xiàn)場(chǎng)的各種鋼結(jié)構(gòu)防火涂料產(chǎn)品，包裝上應(yīng)粘貼有消防產(chǎn)品身份信息標(biāo)志本體(身份信息A簽)，并應(yīng)附有生產(chǎn)廠家提供的型式認(rèn)可證書(shū)、型式檢驗(yàn)報(bào)告、產(chǎn)品合格證、產(chǎn)品說(shuō)明書(shū)、施工工藝等技術(shù)資料。由工程監(jiān)理現(xiàn)場(chǎng)見(jiàn)證驗(yàn)收，并將相關(guān)信息記錄于《鋼結(jié)構(gòu)防火涂料進(jìn)場(chǎng)驗(yàn)收記錄表》(附錄B)。 4.1.3在涂料施工前施工單位應(yīng)根據(jù)工程的結(jié)構(gòu)形式、現(xiàn)場(chǎng)條件及涂料生產(chǎn)廠家的施工工藝編制具體可行的施工方案，報(bào)施工監(jiān)理審批后方可按施工方案進(jìn)行施工。 4.1.4施工前，鋼結(jié)構(gòu)應(yīng)根據(jù)第4.2條的相關(guān)規(guī)定進(jìn)行除銹、防銹處理。 4.1.5鋼結(jié)構(gòu)表面的粉塵、油污等應(yīng)清除干凈，其連接處的縫隙應(yīng)用防火涂料或其他防火材料補(bǔ)平后方可施工。 4.1.6鋼結(jié)構(gòu)防火涂料工程可按鋼結(jié)構(gòu)制作或鋼結(jié)構(gòu)安裝工程檢驗(yàn)批的劃分原則劃分成一個(gè)或若干個(gè)檢驗(yàn)批。鋼結(jié)構(gòu)防火涂料工程應(yīng)在鋼結(jié)構(gòu)安裝工程檢驗(yàn)批和鋼結(jié)構(gòu)普通涂料涂裝檢驗(yàn)批的施工質(zhì)量驗(yàn)收合格后進(jìn)行。 4.1.7鋼結(jié)構(gòu)防火涂料施工的環(huán)境溫度和相對(duì)濕度應(yīng)符合涂料產(chǎn)品說(shuō)明書(shū)的要求。若無(wú)要求時(shí)，水性涂料施工過(guò)程中和涂層干燥固化前，環(huán)境溫度宜保持在5℃以上，溶劑型涂料宜保持在-5至38℃。相對(duì)濕度不宜大于90％，空氣應(yīng)流通。當(dāng)氣溫過(guò)低、風(fēng)速大于5m/s、雨天或構(gòu)件表面有結(jié)露時(shí)，不應(yīng)作業(yè)。 4.1.8防火涂料宜在室內(nèi)裝修之前和不被后繼工程所損壞的條件下進(jìn)行施工。在養(yǎng)護(hù)期內(nèi)的涂層.應(yīng)防止雨淋、水沖、贓物污染和磕碰。 4.1.9用測(cè)厚儀測(cè)量構(gòu)件涂層厚度時(shí)，測(cè)量點(diǎn)應(yīng)均勻布置。對(duì)線狀構(gòu)件如鋼梁、鋼柱等每延米測(cè)量點(diǎn)數(shù)不應(yīng)少于兩點(diǎn)；對(duì)面狀構(gòu)件如鋼板等每平方米測(cè)量點(diǎn)數(shù)不應(yīng)少于五點(diǎn)。涂層平均厚度應(yīng)符合施工組織設(shè)計(jì)規(guī)定的厚度要求，單點(diǎn)涂層厚度應(yīng)不小于施工組織設(shè)計(jì)規(guī)定厚度的85％，且單點(diǎn)涂層厚度大于施工組織規(guī)定厚度的85％而未達(dá)到施工組織設(shè)計(jì)規(guī)定厚度的涂層之連續(xù)面積的長(zhǎng)度應(yīng)不超過(guò)1m。 4.1.10在施工中必須對(duì)全部過(guò)程作出詳細(xì)記錄，對(duì)于隱蔽工程部位在不同的時(shí)間節(jié)點(diǎn)應(yīng)留下必要的照片或視頻記錄。 4.2鋼結(jié)構(gòu)除銹與基層處理 4.2.1 所有鋼結(jié)構(gòu)構(gòu)件表面應(yīng)做防腐處理.除銹等級(jí)應(yīng)達(dá)到現(xiàn)行國(guó)家標(biāo)準(zhǔn)《涂裝前鋼材表面銹蝕等級(jí)和除銹等級(jí)》(CB 8923)規(guī)定的Sa2.5級(jí)。 4.2.2鋼結(jié)構(gòu)構(gòu)件表面除銹達(dá)到要求后，應(yīng)在60分鐘內(nèi)涂刷第一道防銹底漆，對(duì)于鋼結(jié)構(gòu)所處環(huán)境氣候條件較差的情況，應(yīng)在30分鐘內(nèi)涂刷第一道防銹底漆。 4.2.3鋼結(jié)構(gòu)構(gòu)件表面底漆和中間漆的漆膜應(yīng)不少于三道，總厚度共不小于100μm。 4.8超薄型鋼結(jié)構(gòu)防火涂料的施工 4.3.1 超薄型鋼結(jié)構(gòu)防火涂料宜采用刷涂、輥涂或噴涂工藝施工。如需涂覆面層涂料，面層涂料也可刷涂、噴涂或輥涂。 4.3.2防火涂料應(yīng)在施工現(xiàn)場(chǎng)充分?jǐn)嚢杈鶆蚝笫褂谩Ｍ苛祥_(kāi)封后宜在當(dāng)日使用完畢。 4.3.3分層涂覆的涂料，應(yīng)按產(chǎn)品施工工藝規(guī)定的施工間隔進(jìn)行涂覆，直至達(dá)到所需厚度。 4.3.4涂覆后的涂層不應(yīng)出現(xiàn)流掛、粉化、空鼓、脫落、漏涂和裂紋等缺陷。 4.4薄型鋼結(jié)構(gòu)防火涂料的施工 4.4.1薄型鋼結(jié)構(gòu)防火涂料，宜采用噴涂或刷涂、輥涂工藝施工，每遍涂覆厚度不宜超過(guò)1.5mm，采用噴涂時(shí)噴涂壓力宜為0.4MPa～0.6MPa。應(yīng)按產(chǎn)品施工工藝規(guī)定的施工間隔進(jìn)行涂覆。 4.4.2涂覆后的涂層應(yīng)完全閉合，輪廓清晰，無(wú)流掛、粉化、空鼓、脫落、漏涂和寬度大于0.5mm裂紋等缺陷。 4.4.3施工過(guò)程中，操作者應(yīng)適時(shí)檢測(cè)涂層厚度，直到涂層達(dá)到規(guī)定的相應(yīng)厚度。 4.4.4當(dāng)設(shè)計(jì)要求涂層表面平整時(shí)，應(yīng)對(duì)最后一遍涂層作抹平處理，確保外表面均勻平整。 4.4.5當(dāng)薄型鋼結(jié)構(gòu)防火涂料需涂覆面層時(shí)，面層的施工應(yīng)滿足下列要求： 1 當(dāng)?shù)讓雍穸确鲜┕そM織設(shè)計(jì)規(guī)定并干燥后，方可施工面層； 2面層宜涂覆1～2次，并應(yīng)全部覆蓋底層。涂料用量應(yīng)符合產(chǎn)品使用說(shuō)明書(shū)要求； 3面層應(yīng)顏色均勻，接槎平整，不應(yīng)有流掛、粉化、空鼓、脫落、裂紋和漏涂等缺陷。 4.5厚型鋼結(jié)構(gòu)防火涂料的施工 4.5.1 厚型鋼結(jié)構(gòu)防火涂料宜采用噴涂或抹涂工藝施工，當(dāng)采用噴涂時(shí)。噴槍口直徑宜為6mm～10mm。 4.5.2配料應(yīng)嚴(yán)格按使用說(shuō)明書(shū)中的配合比加料，并使涂料攪拌均勻，稠度適宜。配好的涂料應(yīng)在規(guī)定時(shí)間內(nèi)用完。 4.5.3噴涂施工應(yīng)分遍完成，每遍噴涂厚度宜為4 mm～5mm，并應(yīng)按產(chǎn)品施工工藝規(guī)定的施工間隔進(jìn)行涂覆，直至達(dá)到所需厚度。噴涂保護(hù)方式、噴涂遍數(shù)與涂層厚度應(yīng)根據(jù)施工組織設(shè)計(jì)要求確定。 4.5.4施工過(guò)程中，操作者應(yīng)適時(shí)檢測(cè)涂層厚度，直到涂層達(dá)到規(guī)定的相應(yīng)厚度。 4.5.5噴涂后的涂層應(yīng)厚度均勻。無(wú)流掛、粉化、空鼓、脫落、漏涂和寬度大于1.0mm的裂紋等缺陷。 4.6防火涂層的返修 4.6.1 防火涂層涂層干燥固化不好，粘結(jié)不牢或出現(xiàn)流掛、粉化、空鼓、局部脫落和漏涂時(shí)，應(yīng)進(jìn)行修補(bǔ)。 4.6.2鋼結(jié)構(gòu)的接頭、轉(zhuǎn)角處的涂層有明顯凹陷時(shí)，應(yīng)進(jìn)行防火涂層修補(bǔ)。 4.6.3超薄型、薄型、厚型鋼結(jié)構(gòu)防火涂料涂層表面分別出現(xiàn)明顯裂紋、寬度大于0.5mm的裂紋、寬度大于1.0mm的裂紋時(shí)，應(yīng)對(duì)裂紋進(jìn)行修補(bǔ)。 4.6.4涂層厚度不能滿足第4.1.9條要求時(shí)，應(yīng)補(bǔ)涂直至涂層厚度符合要求。 5鋼結(jié)構(gòu)防火涂料竣工驗(yàn)收 5.0.1 鋼結(jié)構(gòu)防火涂料施工竣工后，施工單位應(yīng)對(duì)施工質(zhì)量進(jìn)行自檢，并形成檢驗(yàn)報(bào)告，提交建設(shè)單位。 5.0.2鋼結(jié)構(gòu)防火涂料工程驗(yàn)收時(shí)，應(yīng)提供下列資料： 1含有鋼結(jié)構(gòu)防腐涂裝質(zhì)量?jī)?nèi)容的原材料進(jìn)場(chǎng)檢驗(yàn)報(bào)告； 2鋼結(jié)構(gòu)防火涂料產(chǎn)品型式認(rèn)可證書(shū)、檢驗(yàn)報(bào)告、產(chǎn)品合格證、產(chǎn)品使用說(shuō)明書(shū)； 3粘貼有消防產(chǎn)品身份信息標(biāo)志驗(yàn)證體(B簽)的《鋼結(jié)構(gòu)防火涂料進(jìn)場(chǎng)驗(yàn)收記錄表》(附錄B)； 4按現(xiàn)行國(guó)家標(biāo)準(zhǔn)《鋼結(jié)構(gòu)工程施工質(zhì)量驗(yàn)收規(guī)范》(GB50205)要求的粘結(jié)強(qiáng)度、抗壓強(qiáng)度復(fù)檢報(bào)告； 5鋼結(jié)構(gòu)防火涂料生產(chǎn)單位與工程定貨單位簽定的訂貨合同或發(fā)票； 6鋼結(jié)構(gòu)防火涂料施工方案及防火涂料施工質(zhì)量自檢報(bào)告； 7施工過(guò)程的檢查記錄； 8《鋼結(jié)構(gòu)防火涂科隱蔽工程檢查記錄表》(附錄C)； 9對(duì)施工中不合格項(xiàng)等問(wèn)題的處理記錄； 10《鋼結(jié)構(gòu)防火涂料工程涂層質(zhì)量監(jiān)理報(bào)告》(附錄D)： 11相關(guān)機(jī)構(gòu)的檢測(cè)報(bào)告； 12其他有關(guān)文件和記錄。 5.0.3鋼結(jié)構(gòu)防火涂料涂層質(zhì)量驗(yàn)收合格應(yīng)符合表5.0.3的規(guī)定： 表5.0.3鋼結(jié)構(gòu)防火涂料涂層技術(shù)要求