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房屋新萄京8522的检测流程是怎样的?

来源:     发表日期: 2018-11-28 09:55:09     浏览次数:次    
  1、采集屋宇的地质勘察汇报、竣工图和工程验收文件等原始原料,必要时补充进行工程地质勘察。
  1. Collect the original materials such as the geological survey report, the completed drawings and the engineering acceptance documents of the building, and supplement the engineering geological survey if necessary.
  2、全盘检验和记载屋宇基本、承重结构和围护结构的破损部位、界线和水准。
  2. Inspect and record the damaged parts, boundaries and levels of the basic, load-bearing and envelope structures of the building.
  3、查核分析屋宇结构的特点、结构部署、构造等抗震对策,复核抗震承载力。
  3. Check and analyze the characteristics of the building structure, structural deployment, structure and other anti-seismic countermeasures, and review the anti-seismic bearing capacity.
  4、屋宇结构原料力学功能的检测名目,应根据结构承载力验算的需求肯定。
  4. The inspecting items of mechanical functions of building structural raw materials should be affirmed according to the requirement of checking structural bearing capacity.
  5、通常屋宇应按《建筑抗震认定准则》GB50023-95,选用相应的逐级认定方式,进行综合抗震实力分析。
  5. Usually, according to GB50023-95, the comprehensive seismic strength analysis should be carried out by selecting the corresponding step-by-step identification method.
  抗震认定方式分为两级。 一级认定以宏观管制和构造认定为主进行综合估价, 二级认定以抗震验算为主,融合构造影响进行屋宇抗震实力综合估价。 屋宇满足 一级抗震认定的各项要求时,屋宇可评为满足抗震认定要求,不再进行 二级认定;不然应由 二级抗震认定做出推断。
  Seismic identification methods are divided into two levels. In the first level, macro-control and structural identification are the main methods for comprehensive evaluation, while in the second level, seismic checking is the main method for comprehensive evaluation of building seismic strength. When a building meets the requirements of the first-order seismic identification, it can be evaluated as meeting the requirements of the second-order seismic identification, otherwise it should be inferred from the second-order seismic identification.
  6、对现有屋宇整体抗震实力做出评定,对不符合抗震要求的屋宇,按相关技艺准则提出必要的抗震加固对策建讲和抗震减灾对策。 重点检测参数有:
  6. Evaluate the overall seismic strength of existing buildings, and put forward the necessary anti-seismic reinforcement countermeasures and anti-seismic disaster mitigation countermeasures according to relevant technical criteria for buildings that do not meet the requirements of anti-seismic. The key detection parameters are:
  歪斜、沉降、裂痕、地基基本、砌体结构构件、木结构构件、混凝土结构构件、钢结构构件等,各参数的检测通常为现场检测。
  Inclination, settlement, crack, foundation, masonry structure, wood structure, concrete structure, steel structure, etc. The parameters are usually measured on site.
  选用手工、半自动切割时,应消除熔渣和飞溅物,其切割品质应符合下面要求: 切口端面不垂直度不大于工件厚度的百分之十,且不大于2mm。 滑动或翻滚着支吊架的滑到加工后,应当采用保护对策,预防划伤或许碰损。 手工切割的切割线与号料线的误差不大于2mm,半自动切割不大于1.5mm; 抗震支吊架的螺栓孔,使用钻床或许手电钻加工,不得运用痒乙炔焰割孔。孔的加工误差不得超出其自在衙役。 管道支吊架的卡环(U型卡)使用扁用钢弯制而成,圆弧部分应当平滑、平均,尺寸应当和管子外径相符合。
澳门新萄京8522
  When choosing manual and semi-automatic cutting, slag and spatter should be eliminated, and the cutting quality should meet the following requirements: the non-perpendicularity of the cutting end surface is not less than 10% of the thickness of the workpiece, and not more than 2 mm. After sliding or rolling the support and hanger sliding into the processing, protective measures should be adopted to prevent scratches or damage. The error between the cutting line cut by hand and the number line is not more than 2 mm, and the semi-automatic cutting is not more than 1.5 mm. The bolt holes of the anti-seismic support and hanger shall be machined by drilling machine or hand electric drill, and the itchy acetylene flame shall not be used to cut holes. The processing error of the hole shall not exceed its free service. The clamp ring (U-shaped clamp) of the pipe support and hanger is formed by bending flat steel. The arc part should be smooth and average, and the size should be in accordance with the outside diameter of the pipe.
  制造及格的抗震支吊架,应当涂刷防锈漆和标记,而且妥当的保管。合金钢支吊架应当有相应的材质标记,而且独自储存。 支吊架应当遵从设计要求来制造,其组装的尺寸误差不能大于3mm。 管道支吊架的角焊缝应当焊肉饱满,太过狡黠,焊脚高度应当不低于薄件厚度的1.5倍。焊接变形一定要进行更正。
  The qualified aseismic brackets and hangers shall be painted with rust-proof paint and markings and properly maintained. Alloy steel supports and hangers shall have corresponding material markings and be stored independently. The support and hanger shall be manufactured in accordance with the design requirements, and the dimension error of the assembly shall not be greater than 3 mm. The fillet weld of the pipe support and hanger shall be full and too cunning, and the height of the weld foot shall not be less than 1.5 times the thickness of the thin piece. Welding deformation must be corrected.
  我们了解了新萄京8522安全标准如何定义以及房屋新萄京8522检测流程及标准,希望对您有所帮助!
  We have learned how to define the safety standard of anti-seismic brackets and the detection process and standard of anti-seismic brackets in buildings. We hope it will be helpful to you.
  以上内容由专业的澳门新萄京8522整理发布,如果您有新萄京8522等产品需求可以点击咨询我们:/,我们将竭诚为您服务。
  The above contents are organized and published by professional aseismic bracket manufacturers. If you have requirements for aseismic brackets and other products, you can click to consult us at /. We will serve you wholeheartedly.
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