钢结构图纸英文版深化技术规范

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BS英国钢结构规范中文完整版

BS英国钢结构规范中文完整版

BS英国钢结构规范中⽂完整版BS 5950‐2:2001建筑钢结构的结构适⽤第2部分:材料规范,制造和安装 - 轧制和焊接型材英国标准委员会负责本标准的编制委托技术委员会B/521,钢结构的标准编制时,以下机构派代表出席了会议:英国的施⼯钢结构协会冷轧型材协会DETR(建设局)DETR(公路局)健康与安全执⾏局⼟⽊⼯程师学会英国结构⼯程师学会钢结构协会英国钢铁协会焊接研究所本英国标准乃根据部门政策⽅向和战略委员会建筑与⼟⽊⼯程⼯程出版社根据权威的标准政策和战略委员会出版2001年8⽉24⽇BSI2001年8⽉24⽇⾸发1985年12⽉出版1992年3⽉第⼆版2001年8⽉第三版以下BSI引⽤“有关这⽅⾯的标准:委员会参考B/521草案意见99/100269DCISBN0 580333043⽬录前⾔第1节。

综述1.1适⽤范围1.2规范性引⽤⽂件1.3定义第2节。

材料2.1结构钢2.2紧固件2.3焊接耗材2.4铸钢件和锻件2.5基材第3节。

制造3.1概述3.2识别。

3.3切割3.4开孔3.5预应⼒连接的接触表⾯3.6直接接触轴承的横截⾯3.7表⾯缺陷第4节。

组装4.1概述4.2焊接4.3螺栓4.4伸缩缝4.5安装标记4.6防护处理第5节。

架设5.1交货,存储和处理5.2吊装⽅法5.3施⼯精度第6条。

⽀撑和地基6.1地脚螺栓的安装和定位6.2灌浆6.3钢结构的基础第7条。

公差7.1概述7.2制造公差7.3安装公差附录A(标准)焊接的最终检验A.1⽬测检查A.2⾮破坏性测试A.3受剪螺钉连接A.4焊接验收标准和纠正措施A.5结构循环荷载作⽤附录B(资料性附录)钢结构招标和合同的⼀般建议29 B.1 概述29B.2资料的递交29B.3钢结构设计所需要的资料29B.4投标者所需要的资料(如果没有钢结构设计图)30B.5深化设计30B.6进度表31B.7检验和测试31附录C(资料性附录)“项⽬规范”所提到参考⽂献32参考⽂献33图1 - 最⼤的冲压变形10表1 - 钢结构产品 5表2 - 匹配螺栓,螺母和垫圈 6表3 - 清结螺纹11表4 - 形状和尺⼨公差20表A.1 - 检查范围 - 连接缝的类型和厚度的要求,⾮破坏性测试24表A.2 - 检查范围 - 连接缝在表A.1如需要⾮破坏性测试的测试频率范围25表A.3 - 钢结构焊接的验收要求26表A.4 - 钢结构焊接缺陷的特征28前⾔BS 5950 的这部分内容是替代BS5950-2:1992的修订版,旧版将被取代,撤回。

钢结构深化设计

钢结构深化设计

第4章构深化设计4.1 深化设计组织管理4.1.1深化设计实施细则深化设计工作为工程设计与工程施工的桥梁,需要准确无误地将设计图转化为直接供施工用的制造安装图纸。

同时,还需考虑与各相关专业的施工措施,并绘制在深化图中,以便与各专业之间能很好地协调配合。

深化设计需严格按照设计规定的规范、行业标准、规程作为依据;依据合理的计算规则进行相关验算。

从节点构造、构件的结构布置、材质的控制等方面对设计进行合理优化,使设计更加完善。

为了便于施工管理,编制详细的零部件编号规则及深化设计流程。

4.1.2深化设计主要职责4.1.3深化设计软件选择目前国际上高层、超高层钢结构深化设计常用的软件主要有专业的结构深化设计软件和通用设计软件两大类。

根据本工程的结构形式及构件特征,选择XSteeI设计软件作为深化设计的主要应用软件。

使用XSteeI不仅是考虑到能方便、快捷的进行整体模型、能准确快捷的导出深化图纸,主要考虑该软件在国内应用广泛,可以与参与本工程的相关单位共享数据。

更为重要的是,XSteeI数据可以方便地转化为其他软件接收的格式,非常适合本工程建筑信息模型系统管理工作。

配合设计软件拟采用AUtoCAD、Sap2000、Midas>AnSyS等5大类设计软件,分别作建模绘图、结构设计、有限元分析。

4.1.4技术资料依据(包括但不限于以下规范、图集、文件)4.1.5深化设计遵循的原则(1)制作单位将以原施工设计图纸和技术要求为依据,负责完成钢结构的深化设计,并完成钢结构加工详图的编制。

(2)制作单位将根据设计文件、钢结构加工详图、吊装施工要求,并结合制作厂的条件,编制制作工艺书包括:制作工艺流程图、每个零部件的加工工艺及涂装方案。

(3)加工详图及制作工艺书在开工前经详图设计单位设计人、复核人及审核人签名盖章,报原设计单位审核同意,招标人盖章确认后才开始正式实施。

(4)原设计单位仅就深化设计未改变原设计意图和设计原则进行确认,施工单位对深化设计的构件尺寸和现场安装定位等设计结果负责。

钢结构检验资料中英文

钢结构检验资料中英文

《low-alloy high-strength structural steel》(GB/T1591-94) 《低合金高强度结构钢》(GB/T1591-94)《Carbon Structural Steel》(GB/T700-1988)《碳素结构钢》(GB/T700-1988)< Carbon Steel Weld Rods>(GB/T5117-1995)《低合金钢焊条》(GB/T5117-1995)<Steel Wire used for Weld>(GB/T14957-1994) 《熔化焊用钢丝Steel Wires for melt weld》(GB/T14957JGJ81-2002《建筑钢结构焊接技术规程》<<Achitecture steel structure welding rule>>《钢结构焊缝外形尺寸》(GB10854-89)<<Steel structure welded seam physical dimension>>( GB10854-89)《钢结构工程施工质量验收规范》(GB50205-2001)<<Steel structure engineering construction quality acceptance rule>> GB50205-2001<< Steel structure high strength bolt connection design, construction and acceptance rule>> (JGJ82-91). <<钢结构高强度螺栓连接的设计.施工及验收规程>>GB8923<<涂装前钢材表面锈蚀等级和除锈等级>>Steel surface rusting grade and de-rusting grade before coating完工面漆:色泽均匀,无流挂、无漆雾、无污染。

钢结构深化设计图纸规范化

钢结构深化设计图纸规范化

钢结构深化设计图纸规范化随着经济的发展和技术的进步,钢结构已经成为现代建筑中不可或缺的一环。

因其具有轻、强、耐久、可塑性好等特点,得到了广泛应用。

而在钢结构的设计中,深化设计图纸是不可或缺的一步。

深化设计图纸是指在初步设计的基础上,对结构的细部进行设计,补充未涉及的细节,完成布置、尺寸标注和细节的设计,为后续施工和验收提供明确的依据。

而钢结构的深化设计图纸规范化,则是为了保障结构安全、提高工程质量、减少工程风险等目的,对深化设计图纸的细节要求进行规范化处理。

首先,钢结构深化设计图纸规范化,应当遵循国家有关规范标准,如《建筑结构工程设计图集》等,以确保图纸的正确与规范。

其次,钢结构深化设计图纸规范化,应当将重点放在以下几个方面:1. 结构布置图的标准化。

在结构布置图上应当标注结构尺寸、荷载、支座位置、板厚等重要信息,以帮助后续工程的施工质量控制和验收。

2. 钢结构节点细节图的规范化。

结构节点细节图应当按照统一的标准进行设计,标注锚固柱的位置、尺寸和钢板搭接等,对于节点的结构连通、钢筋的布置和连接,应当遵循国家标准并在设计中予以体现。

3. 钢结构材料的规范化。

在深化设计图纸中应当明确使用的钢结构材料的型号、规格、品牌、厚度等信息,并按照国家有关标准进行选用,以确保钢结构的质量和可靠性。

4. 施工及验收图的规范化。

施工及验收图应当按照标准流程进行绘制,并涵盖结构的各个环节,如加工、组装、气密性、防水等细节方面,以便后续工程施工和验收人员按照标准要求进行操作。

总体来看,钢结构深化设计图纸规范化有助于确保钢结构的施工质量及安全,保障钢结构所提供的支撑和承载,降低工程风险及减少使用成本。

设计人员应当了解国家标准和规范,结合项目具体情况,进行规范的深入设计及绘图,并在施工验收过程中进行有效监督。

HLWP102钢结构工程施工详图深化设计规范

HLWP102钢结构工程施工详图深化设计规范

钢结构工程施工详图深化设计规范目录1.0目的2.0适用范围3.0引用标准4.0职责5.0工作规范5.1 详图深化设计图纸内容5.2 深化设计流程5.3 深化设计要点5.4制图管理规范6.0附件1.0目的为了统一公司深化设计制图规则,保证制图质量,提高制图效率,便于规范化管理,使图面表达规范化、标准化,符合设计、施工、存档的要求,适应工程建设的需要,特制定本标准。

2.0适用范围本标准规范适用于集团公司所有(轻钢、重钢、空间结构)的深化设计图纸。

3.0引用标准3.1本标准主要引用《房屋建筑制图统一标准》(GB/T50001-2001)和《建筑结构制图标准》(GB/T50105-2001)。

3.2详图深化设计除执行本标准外,还应严格遵循国内外相关钢结构设计,制作和安装规范。

4.0职责4.1详图设计中心负责此标准规范的制定、解释和修改管理工作;4.2图纸的详图深化设计人员负责按照此标准规范进行图纸详化工作;4.3档案室负责制定标准的存档、发放管理工作。

5.0工作规范5.1 详图深化设计图纸内容5.1.1 图纸目录,分指项制作5.1.2 钢结构深化设计总说明5.1.3 焊接通图5.1.4 构件布置图(含安装定位数据)5.1.5 总装图5.1.6 成品构件图、异形零件图及零件材料表5.1.7 成品构件清单5.1.8 螺栓清单5.2 深化设计流程5.2.1 根据深化设计任务委托部门的《项目深化设计联系单》及其提供的正式施工图、设计补充文件、设计变更单等进行设计前准备工作;5.2.2 召集工程项目部、制造工厂进行图纸会审,并形成会审纪要。

5.2.3 深化前期必须进行的准备工作:5.2.3.1 先要对原始设计图纸进行认真地分析,理解设计理念,熟悉和消化结构设计图;5.2.3.2对图纸中存在疑问、不清楚的地方以联系单的形式跟设计院进行沟通确认;5.2.3.3为保证结构详图能符合施工要求,详图设计人员需参与由制作方、安装方和监理方人员组成的技术交底联络会,共同讨论结构设计的制作工艺、安装方案,认真分析安装的可行性以及各种焊接制作工艺的可操作性等关键技术问题。

钢结构英文翻译对照

钢结构英文翻译对照

5.方茴说:“那时候我们不说爱,爱是多么遥远、多么沉重的字眼啊。

我们只说喜欢,就算喜欢也是偷偷摸摸的。

”6.方茴说:“我觉得之所以说相见不如怀念,是因为相见只能让人在现实面前无奈地哀悼伤痛,而怀念却可以把已经注定的谎言变成童话。

”7.在村头有一截巨大的雷击木,直径十几米,此时主干上唯一的柳条已经在朝霞中掩去了莹光,变得普普通通了。

8.这些孩子都很活泼与好动,即便吃饭时也都不太老实,不少人抱着陶碗从自家出来,凑到了一起。

9.石村周围草木丰茂,猛兽众多,可守着大山,村人的食物相对来说却算不上丰盛,只是一些粗麦饼、野果以及孩子们碗中少量的肉食。

Steel structure面积:area结构形式:framework坡度:slope跨度:span柱距:bay spacing檐高:eave height屋面板:roof system墙面板:wall system梁底净高: clean height屋面系统: roof cladding招标文件: tender doc建筑结构结构可靠度设计统一标准: unified standard for designing of architecture construction reliablity建筑结构荷载设计规范: load design standard for architecture construction建筑抗震设计规范: anti-seismic design standard for architecture钢结构设计规范: steel structure design standard冷弯薄壁型钢结构技术规范: technical standard for cold bend and thick steel structure门式钢架轻型房屋钢结构技术规范: technical specification for steel structure of light weight building with gabled frames钢结构焊接规程: welding specification for steel structure钢结构工程施工及验收规范: checking standard for constructing and checking of steel structure 压型金属板设计施工规程: design and construction specification for steel panel荷载条件:load condition屋面活荷载:live load on roof屋面悬挂荷载:suspended load in roof风荷载:wind load雪荷载:snow load抗震等级:seismic load变形控制:deflect control柱间支撑X撑:X bracing主结构:primary structure钢架梁柱、端墙柱: frame beam, frame column, and end-wall column钢材牌号为Q345或相当牌号,大型钢厂出品:Q345 or equivalent, from the major steel mill 表面处理:抛丸除锈Sa2.5级,环氧富锌漆,两底两面,总厚度为125UM。

钢结构中英文(个人整理版)

钢结构中英文(个人整理版)

钢结构中英文对照从施工规范及相关文件资料整理Leo-QQ-778468076材料钢板steel plate钢管steel plate垫板padding plate垫块backfilling地脚螺栓anchor bolt预埋螺栓embedded bolt螺母nut垫圈washer铆钉rivet螺丝钉screw高强螺栓high-strength bolt大六角头高强螺栓big hexagonal high-strength bolt型钢section steel,shaped steel自攻螺钉tapping screw波形屋面瓦wave roof tile钢丝网steel-wire mesh防腐材料anticorrosive material防火涂料fireproof paint防锈漆anticorrosive paint底漆primer面漆nominated painting构件零件part部件component构件element钢柱steel column钢柱脚steel column base钢支座steel support实腹式钢柱solid-web steel column带牛腿钢柱the steel column with bracket主梁main beam次梁secondary beam檩条purlin吊车梁crane girder系杆tie beam系梁tie beam屋架roof truss坡口groove屋盖roof system屋面板roof board,roof slab,roof plate天窗架skylight truss拱形屋架arch-shaped roof truss三角形屋架triangle roof truss梯形屋架trapezoid roof truss中拼单位intermediate assembled structure空间刚度单元space rigid unit环境温度ambient temperature预拼装test assembling连接connection螺栓连接钢构bolted steel structure摩擦型高强螺栓连接high-strength bolted friction-type connection 不焊透对接焊接partial penetrated butt weld焊透对接焊接penetrated butt weld焊钉(栓钉)焊接stud welding数据及单位抗震设计earthquake-resistant design层高storey height净高net height计算长度effective length计算高度effective height计算跨度effective span净跨net span净重net weight吨ton千克kilogram面积area立方的cubic平方(正方形的,矩形的)square容积capacity米meter厘米centimeter毫米millimeter微米micrometer工具及机械焊机welding machine自动焊机automatic welding machine自动埋弧焊机submerged arc automatic welding machine手动电弧焊机manual arc welding machine二氧化碳埋弧焊机CO2(carbon dioxide)shield arc welding machine 电渣焊机electro-slag welding machine焊条electrode锤子hummer力矩扳手torque spanner,torque wrench螺丝钳clamp电钻electric drill钻机driller冲击钻(电锤)electric hammer手动摇臂钻manually operated whipping driller磁力钻magnetic driller铣床milling machine碘钨灯iodine tungsten lamp安全照明灯safety flare空压机air compressor钢丝绳steel cable吊车crane(150t)履带式吊车(150t)crawler crane吊钩crane hook液压校直机hydraulic calibrator经纬仪theodolite水平仪(水准仪)gradienter,level安全防护安全网safety net安全帽helmet安全带safety belt劳保鞋hard shoes护目镜goggles防护罩shield安全手套safety gloves防护手套protective gloves绝缘工作服insulating coverall耐火工作服fire-resistance coverall耐酸工作服acid-proof working suit耳塞earplug焊接过程及焊接质量和其他除锈车间blasting workshop焊接weld焊缝welding joint焊缝质量等级quality grade of weld横向焊缝transverse weld对接焊缝butt weld缺陷defect变形deformation凹坑pit麻面pock mark夹渣slag inclusion,slag joint咬边undercut焊缝中未熔焊点non-welded welding裂缝leakage,crack气孔air hole表面瑕疵surface defect不正确焊接尺寸incorrect welding size返工rework外观质量appearance quality检测方法和试验焊缝无损检测non-destructive inspection of weld非破损检测non-destructive test射线检测ray test磁粉检测magnetic particle testing超声波检测extra-sound test放大检测法magnetic test色彩检测法color test放大镜(扩大20倍)magnifier (within 20 times magnification)破坏试验damage test物理和化学成分physical and chemical properties机械性能试验mechanical character test拉伸试验extension test弯曲试验bending test冲击试验colliding test金相测试metelloge test高强螺栓连接副set of high-strength bolt抗滑移系数slip merged of faying surface质量焊接标准welding standard误差tolerance尺寸偏差dimensional轴线grid line标高elevation,levelAA垂直度degree of gravity vertical for AA,verticalityBB 平整度degree of plainness for BB水平度level水平位置position不合格点non-compliance不合格项non-conformance相关对话句子1,These drawings are well done and complied with the requirement of the specification.这些图制作得非常好且符合规范要求。

钢结构施工技术要求-英文翻译

钢结构施工技术要求-英文翻译

TECHNICAL SPECIFICATIONS FORCONSTRUCTION OF STEEL STRUCTURE1 WELDING OF STRUCTURAL COMPONETNS1.1 Welding workers must pass the examination and be certified. Certified weldingworkers must conduct welding within the category that passed examination and becertified.1.2 The first and second level welding seams required in design must be checked forinner defects with ultrasonic detection. When ultrasonic could not judge the innerdefect, radiation defect detection shall be applied.1.3 The surface of welding seam shall not have defects such as crack, flash, etc. Thefirst and second level of welding seams shall not have defects such as abscess, slaginclusion, crater crack, arc scratch, etc. First level welding seam shall have nodefects like undercut, underfill, root retraction, etc.2 CONNECTION OF FASTENERS2.1 Permanent normal bolt shall be fastened firmly and reliable, the exposed thread shallnot less than 2 rounds.2.2 The fabricating factory and installing company for steel structure shall conductanti-slip coefficient of friction surface and re-check test respectively on frictionsurface for high-strengthen bolts. To the friction surface treaded on site, ant-slipcoefficient of friction surface shall be tested separately at site of which the resultsshall comply with design requirements.2.3 Fastening sequence and torsional moment of initial fastening and secondaryfastening of high strength bolts shall comply with the design requirements andapplicable industrial standard Specifications for Design, Construction andAcceptance of High Strength Bolt Connection of Steel Structure (JGJ82).APPROVED BY CHENGDA IN 2003-09 IMPLEMENT IN 2003-10Page 1 of 102.4 After final screw of set of high strength bolts, the exposed bolt thread shall be 2-3round; among which it is allowed that 10% of the exposed thread is 1 or 4 rounds.2.5 The connecting friction surface of the high strength bolt shall be clean and dry, shallnot have bur, welding splash, welding scar, oxidized iron skin, dirt, etc. Unless it isrequired by the design the surface shall not be painted.2.6 High strength bolt shall be able to go into the bolthole freely. The enlargement ofthe bolthole shall not use gas cutting, the hole enlargement number shall bepermitted by the designer, the diameter after hole enlargement shall not be morethan 1.2 d (d is the boltm diameter).3 FABRICATION OF STEEL PARTS AND COMPONENT3.1 Steel cutting surface and shear plane shall not have crack, slag, lamination, or edgemissing which larger than 1 mm.3.2 Corrected steel surface shall not have obvious dent or damage, the scratch depthshall not be more than 0.5 mm, and shall not be more than 1/2 of the allowabletolerance of thickness of the said steel.3.3 When edge processing is necessary for gas-cut parts or mechanical-cut parts, theplaned thickness shall not be less than 2.0 mm.4 ASSEMBLING AND INSTALLATION OF STEEL ELEMENTS4.1 The distance between flange welding and web welding of H beams shall not beless than 200 mm.5 INSTALLATION OF SINGLE LEVEL STRUCTURE5.1 General regulations5.1.1 The acceptance of steel structure inspection shall be executed after arrive check andacceptance, at site and inspection of fastener installation and fabrication.5.1.2 Regarding the measurement and correction of installation and high strength boltinstallation, technique test or evaluation shall be conducted before installation, and makerelevant construction technique and plan based on this.5.1.3 The detection of installation deviation, shall be conducted after the structure has formedspace rigid unit and fastened.5.1.4 While installing, strictly control the construction load on roof, floor and platform. Neverapply construction load and snow load on girder, purlin, roof, floor and platform boardshigher than designed.5.1.5 After forming the space rigidity, apply secondary pouring with fine stone concrete, andgrouting materials for the intervals between column bottom board and foundation topsurface.5.2 Foundation and Supporting Surface5.2.1 The positioning axis, foundation axis, elevation, size and fastening of anchor bolts shallcomply with the design requirements.5.2.2 When the foundation top surface acts directly as the supporting surface for columns, orthe embedded steel sheets or supporting stand as supporting surface for columns, theallowable tolerance of the bracing plane, anchor bolt position shall comply with theregulation in Table 1.Table 1 Allowable Tolerance of bracing plane, foundation bolts positions5.2.3 When mortar bed is to be adopted, the mortar bed’s allowable tolerance shall complywith the regulation in Table 2.Mortar bed’s Allowable tolerance(mm) Table 25.2.4 Foundation bolt (ancho r bolt)’s size deviation shall comply with Table 3. The thread ofanchor bolt shall be protected.anchor bolt size Allowable tolerance(mm) Table 35.3 Installation and Correction5.3.1 Steel structure deformation and paint damage caused during transportation and handlingshall be corrected and repaired.5.3.2 Allowable tolerance of verticality and bending sector height of steel roof truss, truss,girder, and compression member shall comply with Table 4.Table 4 Steel roof truss, truss, girder, and compression memberverticality and side bending elevation Allowable tolerance5.3.3 Allowable tolerance of verticality and plane bending of single storey steel structure shallcomply with the regulation in Table 5.Table 5 Allowable tolerance of verticality and plane bending (mm)5.3.4 Centerline and elevation bench mark of major components like steel column shall bemarked properly.5.3.5 When steel truss (or girder) is installed on concrete column, the tolerance of its basecenter to positioning axis shall not be more than 10 mm; In case of using large concreteroof slabs, tolerance of steel truss (or beam) pitch shall not exceed 10 mm.5.3.6 The Allowable tolerance for steel column installation shall comply with regulations inTable 6.Table 6 The Allowable tolerance for column installationin single level steel structure6 INSTALLATION OF MULTI-STOREY STEEL STRUCTURE6.1 General regulations6.1.1 The length dimension of structures such as column, girder, and support shall includedeformation value such as welding shrinkage allowance.6.1.2 While installing column, each column’s positioning axis shall introduce directly formground control axis, not form the axis of the column underneath.6.1.3 Installation inspection of steel structure shall be conducted after inspection at differentstages like material arrival at site, welding, fastening, fabrication, etc.6.2 Foundation and supporting surface6.2.1 The positioning axis of building, positioning axis and elevation of columns on foundation,anchor bolt’s size and positioning, anchor bolt fastening shall comply with the designrequirements. When no clear design requirements is available, it shall comply with theregulation of Table 1.6.2.2 In multi-storey building, when the foundation top surface acts directly as the supportingsurface for column, or the pre-buried steel sheet or supporting stand as supportingsurfaces for column, the allowable tolerance of the supporting surface, anchor boltposition shall comply with the regulation in Table 1.6.2.3 In multilevel building, allowable tolerance of mortar bedding shall comply with theregulation in Table 2.6.2.4 Anchor bolt size tolerance shall comply with Table 3. The thread of anchor bolt shall beprotected.6.3 Installation and Correction6.3.1 The tolerance of column installation shall comply with Table 6.Table 6 Allowable tolerance of Column installation6.3.2 The allowable tolerance of verticality and side bent elevation of major steel girder,secondary girder and compression member shall comply with Table 5.6.3.3 Multi-storey and high rising steel structure’s entire verticality and the entire planarbending shall have allowable tolerance complying with the regulation in Table 7.Table 7 Allowable tolerance of whole verticality and whole plane bending6.3.4 We must have complete label to items such as the centerline of steel column, which ismajor structure, and its elevation datum.6.3.5 When the steel parts are installed on the concrete column, the deviation of its standcenter to positioning axis shall not be larger than 10 mm; When large concrete roomboard is involved, steel truss (or girder)’s interval deviation shall not be more than 10mm.6.3.6 The Allowable tolerance of steel column installation shall comply with Table 5.7 PRESSED METAL SHEET WORKS7.1 Pressed metal sheets shall be reliably connected on the supporting parts. Theconnection length shall comply with the design requirements, and shall not be lessthan the regulation in Table 8.Table 8 Pressed metal sheet connection length on the supporting structure7.2 Pressed modeling metal sheet installation shall be leveled, straight; on the surfacethere shall be free of any construction residue or dirt. The lower end of eaves andwall shall be straight; there shall not be any untreated wrong holes.8 PAINTING WORKS8.1 General Regulations8.1.1 The environmental temperature and relative moisture while painting shall comply with therequirement of product instruction. When the instruction has no clear requirements, theenvironmental temperature shall be between 5-38 C, relative moisture shall not be morethan 85%. During painting there shall not be any dew on the surface, the painted partsshall not be exposed to rain within 4 hours after painting.8.2 Anti-corrosion Painting8.2.1 The rust cleaning before painting shall comply with design requirements and currentstandards.8.2.2 Paint, painting times, the thickness of painting shall comply with the design requirements.8.2.3 When the steel structure is exposed, or located at an environment, which has corrosiveagents and the design has special requirements, shall conduct paint adhesive force test.When the paint completeness reach 70% or above, the paint adhesive force shall complywith the qualified standards.8.3 Anti-fire PaintingThe thickness of thin painting anti-fire paint shall comply with the fireproof limit’sextremity’s requirement. For thick pain ted fireproof paint’s, 80% and above areashall comply with the design requirements of fire-resisting extremity. And thethinnest point shall not be less than 85% of the design requirement.ATTACHED ILLUMINATION:This Standard Is Kept By Technique Department.This Standard Was Prepared By Construction Management Department.THE MAIN DRAFTSMAN OF THIS STANDARD:Song WenyingChecked by :Song Guilin / Wu BenlunApproved by :。

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1486.1 STEEL STRUCTURES DESIGN AND DRAWINGL T P3 1 3 RATIONALEThis subject is an applied engineering subject. Diploma holders in Civil Engineering willbe required to supervise steel construction and fabrication. He may also be required to design simple structural elements, make changes in design depending upon availability of materials. He must be able to read and interpret structural drawings of different elements.This subject thus deals with elementary design principles as per BIS code of practice BIS:800 and their relevant drawingsDETAILED CONTENTSa) Theory1. Structural Steel and Sections: (2 hrs)1.1 Properties of structural steel as per BIS Codes1.2 Designation of structural steel sections as per BIS handbook and BIS:8002. Structural Steel and Connections: (12 hrs)2.1 Riveted connections, types of rivets, permissible stresses in rivets as perBIS:800, types of riveted joints, specifications as per BIS 800 for rivetedjoints, design of riveted joints for axially loaded members, testing andinspection of riveted joints as per BIS:8002.2 Welded connections: Types of welds, permissible stresses in welds, typesof welded connections, design of butt and fillet welded connectionssubjected to axial loads, testing and inspection of welded joints as perBIS:800hrs) Members: (63. TensionPermissible stresses in tension for steel, design of tension members as perBIS:800 (flats, angles and tee sections only).4. Compression Members: (10 hrs)4.1 Concept of buckling of columns, effective length and slenderness ratio,permissible stresses in compression as per IS:800, strength of columns ofsingle and built up sections with the help of table of permissiblecompressive stresses.1494.2 IS specifications for design of compression members, design of angle,struts and axially loaded columns (no built up columns); use of tackingrivets4.3 Beam and column, frame and seated connections (no design)5. Beams (8 hrs)BIS specifications for the design of simply supported steel beams including design of base plate at the ends (laterally restrained beams only), structural behaviour, deflected shapes and function of various elements of a plate girder and freehand sketching of a plate girder and its elements.6. Roof Truss (10 hrs)Form of trusses, pitch of roof truss, spacing of trusses, spacing of purlins, connection between purlin and roof covering, joint details of roof trusses, loading for roof truss, weight of roof truss, wind loads, snow loads, combination of loads, design of various elements of trussb) Steel Structures Drawing1. Preparation of a working drawing (elevation, plan, details of joints as ridge,eaves and other connections) for a riveted steel roof truss resting on a masonry wall with the given span, shape of the truss and the design data regarding the size of the members and the connections. Also calculate the quantity of steel for the truss.2. Steel connections (a,b,c,d) rivetted and (e) welded all unstiffened- Beam to beam connections (Seated and framed)- Beam to column (Seated and framed)- Column base connections (Slab base, grillage base andgussetted base)- Details of column splices- Connections of a steel bracket with flange of a column3. Detailed drawing showing plan and elevation for a riveted plate girder with thegiven design data regarding the sizes of its parts, with details at the supports and connections of stiffeners, flange angles and cover plates with the web INSTRUCTIONAL STRATEGYTeachers are expected to give simple problems for designing various steel structural members. For creating comprehension of the subject, teachers may prepare tutorial sheets, which may be given to the students for solving. It would be advantageous if150 students are taken at construction site to show fabrication and erection of steel structures. Practice of reading structural drawings is another important feature of this course.RECOMMENDED BOOKS1. Arya, AS and Ajmani, JL; "Design of Steel Structures", Roorkee, Nem Chandand Bros.2. Ram Chandra, "Design of Steel Structures", Delhi, Standard PublishersDistributors.3. Duggal SK, "Design of Steel Structures", Standard Publishers Distributors.4. Kazimi and. Jindal, “Design of Steel Structures”, Prentice Hall of India, NewDelhi5. LS Negi, ‘Design of Steel Structure”, Tata McGraw Hill, New Delhi1516.2 EARTHQUAKE RESISTANT BUILDING CONSTRUCTIONL T P3 - - RATIONALDiploma holders in civil engineering have to supervise construction of various earthquake resistant buildings. Therefore, the students should have requisite knowledge regarding terminology of earthquake and the precautions to be taken while constructing earthquake resistant buildingsDETAILED CONTENTS1. Introduction to Seismic Design Parameters (10 hrs)1.1 Introduction to Earthquakes1.2 Causes of earthquakesHypocenter1.3 Epicenter,1.4 Earthquake waves: Primary waves, secondary waves, long waves1.5 Seismic Region: Seismic zones in India1.6 Intensity and is isoseismal of an earthquake1.7 Magnitude and energy of earthquakehrs)(2 2. Performance of buildings under pastearthquakes3. Introduction to provisions of IS: 1893:2002 (4 hrs)4. Introduction to ductile detailing provisions of IS:13920 for Reinforcedhrs)(6ConcreteBuildings5. Introduction to IS:4326 for construction of earthquake resistant masonry buildings(6 hrs)6. Special construction methodologies, tips and precautions to be observed whileplanning, designing and construction of earthquake resistant buildings(8 hrs)hrs) Management (6 7. DisasterDisaster rescue, psychology of rescue, rescue workers, rescue plan, rescue bysteps, rescue equipment, safety in rescue operations, debris clearance andcasualty management152 INSTRUCTIONAL STRATEGYThe student may be taken for visit to various building construction sites where precautions related to earthquake resistant construction are being taken so that the students may appreciate the importance of the subject.RECOMMENDED BOOKS1. Elements of Earthquake Engineering by Jai Krishana and AR Chandersekaran;Sarita Parkashan, Meerut.2. Building Construction by BL Gupta and NL Arora, Satya Prakashan, New Delhi3. Manual Published by Earthquake Engineering department, IIT Roorkee1893-20024. IS139205. IS43266. IS1536.3 COMPUTER APPLICATIONS IN CIVIL ENGINEERING - IIL T P- - 3 RATIONALEComputers play a very vital role in present day life, more so, in all the professional life of engineering. In order to enable the students use the computers effectively in problemsolving, this course offers various engineering applications of computers in civil engineering.DETAILED CONTENTS1. Estimate and costing by the use of software Civil-Prothe project using Primaveraof2. Networkingtechniques3. Introduction and use of software like Auto Survey, Auto Read, Auto Water4. Introduction and use of software for regarding structural analysis and design ofbuildings1546.4 TENDERING AND VALUATIONL T P2 2 - RATIONALEA good percentage of diploma engineers start working as small contractors. They requirethe knowledge of contractorship and associated skills like estimating and costing, tendering and preparation of specifications for various types of jobs. Also diploma holders adopt valuers as their profession. To promote entrepreneurship amongst these engineers, knowledge and associated skills in above field becomes essential . Hence this subject is of great importance to diploma engineers.DETAILED CONTENTS1. Contractorship (8 hrs)- Meaning of contract- Qualities of a good contractor and their qualifications- Essentials of a contract- Types of contracts, their advantages, dis-advantages and suitability, system of payment- Single and two cover-bids; tender, tender forms and documents, tender notice, submission of tender and deposit of earnest money, security deposit, retentionmoney, maintenance period- Types of contracting firms/construction companies2. Preparation of Tender Document (12 hrs)- Exercises on writing specifications of different types of building works from excavation to foundations, superstructure and finishing operation- Exercises on preparing tender documents for the followinga) Earth workb) Masonry worksc) Construction of a small house as per given drawingd) RCC workse) Pointing, plastering and flooring155f) White-washing, distempering and paintingg) Wood work including polishingh) Sanitary and water supply installationsi) False ceiling, aluminium (glazed) partitioning of tile flooringj) Construction of an Industrial shed3. Preparation of tender documents for: ( 6 hrs)- Highways- Culverts- Layout of sewer lines4. Exercises on preparation of comparative statements for item rate contract(2 hrs)5. Valuation (4 hrs)a) Purpose of valuation, principles of valuationb) Definition of various terms related to valuation like depreciation, sinkingfund, salvage and scrap value, market value, fair rent, year’s purchase etc.c) Methods of valuation (i) replacement cost method (ii) rental returnmethodRECOMMENDED BOOKS1. Pasrija, HD; Arora, CL and S. Inderjit Singh, “Estimating, Costing and Valuation(Civil)”, Delhi, New Asian Publishers2. Rangwala, BS; Estimating and Costing”. Anand, Charotar Book Stall3. Kohli, D; and Kohli, RC; “A Text Book on Estimating and Costing (Civil) withDrawings”, Ambala Ramesh Publications4. Chakraborti, M; “Estimating, Costing and Specification in Civil Engineering”,Calcutta5. Dutta, BN; “Estimating and Costing6. STAAD – Research Engineers - USA1566.5 CONSTRUCTION MANAGEMENT AND ACCOUNTSL T P4 - - RATIONALEThis is an applied engineering subject. The subject aims at imparting basic knowledge about construction planning and management, site organisation, construction labour, control of work progress, inspection and quality control, accidents and safety and heavy construction equipment.DETAILED CONTENTSTHEORYCONSTRUCTION MANAGEMENT:hrs) 1. Introduction: (61.1 Significance of construction management1.2 Main objectives of construction management1.3 Functions of construction management, planning, organising, staffing,directing, controlling and coordinating, meaning of each of these withrespect to construction job.1.4 Classification of construction into light, heavy and industrial construction1.5 Stages in construction from conception to completion1.6 The construction team: owner, engineer and contractors, their functionsand inter-relationship1.7 Resources for construction industry: Men, machines, materials and money.2. Construction Planning: (8 hrs)2.1 Importance of construction planning2.2 Developing work break down structure for construction works2.3 Stages of construction planning- Pre-tender stage- Contract stage1572.4 Scheduling construction works by bar charts- Preparation of bar charts for simple construction work- Preparation of schedules for labour, materials, machinery andfinances for small works- Limitations of bar charts2.5 Scheduling by network techniques- Introduction to network techniques; PERT and CPM, differencesbetween PERT and CPM terminology- Developing CPM networks- Analysis of CPM networks, determining completion time,identifying critical activities and critical path, floats etc.3. Organization:(4 hrs)3.1 Types of organizations: Line, line and staff, functional and theircharacteristics3.2 Principles of organisation (only meaning and significance of thefollowing)- Span of control- Delegation of authority- Ultimate responsibility- Unity of command- Jobdefinition(4hrs) Organization:4. Site4.1 Factors influencing selection and design of temporary services for aconstruction4.2 Principle of storing and stacking materials at site4.3 Location of equipment4.4 Preparation of actual job layout for a building4.5 Organizing labour at site158hrs)(7Labour:5. Construction5.1 Conditions of construction workers in India, wages paid to workers5.2 Trade Unions connected with construction industry5.3 Important provisions of the following Acts:- Trade Union Act 1926 (as amended)- Labour Welfare Fund Act 1936 (as amended)- Payment of Wages Act 1936 (as amended)- Minimum Wages Act 1948 (as amended)- Workman Compensation Act 1923 (as amended)- Contract Labour (Regulation and Abolition)Act 1970 (as amended)hrs) Progress: (4of6. Control6.1 Methods of recording progress6.2 Analysis of progress6.3 Taking corrective actions keeping head office informed6.4 Cost time optimization for simple jobs - Direct and indirect cost, variationwith time, cost optimization7. Inspection and Quality Control: (6 hrs)7.1 Need for inspection and quality control7.2 Principles of inspection7.3 Major items in construction job requiring quality control7.4 Stages of inspection and quality control for- Earth work- Masonry- RCC- Sanitary and water supply services- Electrical services159hrs) 8. Accidents and Safety in Construction: (6causes–8.1 Accidents8.2 Safety measures for- Excavation work- Drilling and blasting- Hot bituminous works- Scaffolding, ladders, form work- Demolitions8.3 Safety campaignCONSTRUCTION EQUIPMENThrs) 9. Introduction:(4Construction economy: Factors affecting the selection of construction equipment,rolling resistance, effect of grade on required tractive effort, effect of altitude andtemperature on the performance of internal combustion engines, drawbar pull,rimpull, and acceleration10. Earth Moving Equipment: (7 hrs)Crawler and wheel tractors: their functions, types and specifications, gradability;bull dozers and their use, tractors pulled scrapers, their sizes and output; effect ofgrade and rolling resistance on the output of tractor pulled scrapers, earth loaders,placing and compacting earth fills.Power shovels: Functions, selection, sizes, shovel dimensions and clearances,output; Draglines: Functions, types, sizes, output; clamshells; safe liftingcapacities and working ranges of cranes; hoes, trenching machines: types andproduction ratesACCOUNTS11.ACCOUNTS: (8hrs) WORKPUBLICIntroduction, accounts, work- major, repair, administrative approval –expenditure, Technical sanction, allotment of funds, bill, contractor ledger,Running and final account bills complete, completion certificate & report, handreceipt, establishment-permanent, temporary-aquittance roll. WC, Establishment,MR labour, casual labour roll-duties and responsibility of different cadres,160 budget-stores, returns, direct material, road metal return, account of stock, misc.P.W. advances T & P – verification, survey , returns, account- expenditure & revenue head, remittance and deposit head, cash book, imprest account, temp advance, treasury challan.INSTRUCTIONAL STRATEGYThis is highly practice-based course and efforts should be made to relate process of teaching with direct experiences at work sites. Participation of students should be encouraged in imparting knowledge about this subject. To achieve this objective the students should be taken to different work sites for clear conception of particular topics, such as site organization, inspection of works at various stages of construction and working of earth moving equipmentRECOMMENDED BOOKS1. Shrinath, LS, "PERT and CPM - Principles and Applications", New Delhi, EastWest Press2. Harpal Singh, "Construction Management and Accounts", New Delhi, TataMcGraw Hill Publishing Company.3. Peurifoy, RL, "Construction Planning, Equipment and Methods" Tokyo, McGrawHill4. Wakhlo, ON; "Civil Engineering Management", New Delhi Light and LifePublishers5. Verma, Mahesh; "Construction Equipment and its Planning and Application6. Dharwadker, PP; "Management in Construction Industry", New Delhi, Oxfordand IBH Publishing Company.7. Gahlot PS; Dhir, BM; "Construction Planning and Management", Wiley EasternLimited, New Delhi8. MS Project – Microsoft USA9. Primavera1616.6 ENTREPRENEURSHIP DEVELOPMENT AND MANAGEMENTL T P3 - - RATIONALEEntrepreneurship Development and Management is one of the core competencies of technical human resource. Creating awareness regarding entrepreneurial traits, entrepreneurial support system, opportunity identification, project report preparation and understanding of legal and managerial aspects can be helpful in motivating technical/ vocational stream students to start their own small scale business/enterprise. Based on the broad competencies listed above, following detailed contents are arrived to develop the stated competencies.DETAILED CONTENTS(1) Entrepreneurship (4 hrs)1.1 Concept/Meaning1.2 Needof an entrepreneur1.3 Competencies/qualitieshrs)System (6 (2)SupportEntrepreneurial2.1 District Industry Centres (DICs)Banks2.2 Commercial2.3 State Financial Corporations2.4 Small Industries Service Institutes (SISIs), Small Industries DevelopmentBank of India (SIDBI), National Bank for Agriculture and RuralDevelopment (NABARD), National Small Industries Corporation (NSIC)and other relevant institutions/organizations at State level(3) Market Survey and Opportunity Identification (Business Planning) (6 hrs)3.1 How to start a small scale industry3.2 Procedures for registration of small scale industry3.3 List of items reserved for exclusive manufacture in small scale industry3.4 Assessment of demand and supply in potential areas of growthopportunitybusiness3.5 Understandingin product selection3.6 Considerations3.7 Data collection for setting up small ventures(6Preparationhrs) ProjectReport(4)4.1 Preliminary Project Report4.2 Techno-Economic feasibility report162Viability4.3 Project(5) Managerial Aspects of Small Business (8 hrs)5.1 Principles of Management (Definition, functions of management vizplanning, organisation, coordination and control5.2 Operational Aspects of Production5.3 Basic principles of financial managementTechniques5.4 Marketing5.5 Personnel and Inventory Management5.6 Importance of Communication in business(6) Legal Aspects of Small Business (6 hrs)6.1 Elementary knowledge of Income Tax, Sales Tax, Patent Rules, ExciseRules6.2 Factory Act and Payment of Wages Acthrs) considerations (6 Environmental(7)7.1 Concept of ecology and environment7.2 Factors contributing to Air, Water, Noise pollution7.3 Air, water and noise pollution standards and control7.4 Personal Protection Equipment (PPEs) for safety at work placeshrs) Miscellaneous (6 (8)8.1 Human and Industrial Relations8.2 Human relations and performance in organization8.3 Industrial relations and disputes8.4 Relations with subordinates, peers and superiors8.5 LabourWelfare8.6 Workers participation in managementRECOMMENDED BOOKS1. A Handbook of Entrepreneurship, Edited by BS Rathore and Dr JS Saini; AapgaPublications, Panchkula (Haryana)2. Entrepreneurship Development by CB Gupta and P Srinivasan, Sultan Chand andSons, New Delhi3. Environmental Engineering and Management by Suresh K Dhamija, SK Katariaand Sons, New Delhi1634. Sharma BR, Environmental and Pollution Awareness : Satya Prakashan , NewDelhi5. Thakur Kailash, Environmental Protection Law and policy in India: Deep andDeep Publications, New Delhi6. Handbook of Small Scale Industry by PM Bhandari7. Marketing Management by Philip Kotler, Prentice Hall of India, New Delhi8. Total Quality Management by Dr DD Sharma, Sultan Chand and Sons, NewDelhi9. Principles of Management by Philip Kotler TEE Publication1646.7ELECTIVES6.7.1REPAIR AND MAINTENANCE OF BUILDINGSL T P3 - - RATIONALEOne of the major concerns of a civil engineer is to take care of the building works, already constructed, in order to keep these buildings in utmost workable conditions. Usually it is being felt that the buildings deteriorate faster for want of care and proper maintenance. The buildings usually have a shabby appearance due to cracks, leakagefrom the roofs and sanitary/water supply fittings. Thus the need for teaching the subject isproper perspective has arisen making students aware of importance of maintenance of buildings.DETAILED CONTENTShrs) Maintenance (61. Needfor1.1 Importance and significance of repair and maintenance of buildings1.2 Meaning of maintenance1.3 Objectivesmaintenanceofrepair and maintenancetheinfluencing1.4 Factors2. Agencies Causing Deterioration (Sources, Causes, Effects) (6 hrs)2.1 Definition of deterioration/decay2.2 Factors causing deterioration, their classification2.2.1 Human factors causing deterioration2.2.2 Chemical factors causing deterioration2.2.3 Environmental conditions causing deterioration2.2.4 Miscellaneous factors2.3 Effects of various agencies of deterioration on various building materialsi.e. bricks, timber, concrete, paints, metals, plastics3. Maintenance Management (Principles, inspections, Practices) (6 hrs)3.1 Importance of maintenance management3.2 Organisational structure for maintennce1653.3 Building inspections and reports3.4 Maintenance budgets and estimates3.5 Specifications for maintenance jobshrs) 4. Investigation and Diagnosis ofDefects (6approach/procedure of investigation4.1 Systematic4.2 Objectives of investigation of building defects4.3 Sequence of detailed steps for diagnosis of building defects/problems4.4 Various tests for correct diagnosis of building defects4.5 Various tests on materials for investigatng defects4.6 List non-destructive tests on building elements and materials to evaluatethe condition of the building and study of three most commonly used testscauses (6hrs)root5. Defectsandtheir5.1 Define defects in buildingsclassification of defectsandimportance5.2 Describe5.3 Main causes of building defects5.4 List three main defects and their main causes in various building elements5.4.1 Foundations, basements and DPC5.4.2 Walls5.4.3 Column and Beams5.4.4 Roof and Terraces5.4.5 Joinery5.4.6 Decorative and protective finishes5.4.7 Services5.5 Defects caused by dampness(6hrs)andprotection6. Materials for Repair, maintenance6.1 Basic characteristics of repair materials6.2 Compatibility aspects of repair materials166typesof repair materialsvarious6.3 List6.4 State characteristics of:6.4.1 Anti corrosion coatings6.4.2 Adhesives/bonding aids6.4.3 Repair mortars6.4.4 Curing compounds6.4.5 Joints sealants6.4.6 Waterproofing systems for roofs6.4.7 Protective coatings6.5 Selection procedure of repair materials for specific job7. Remedial Measures for Building Defects (12 hrs)considerations7.1 Preventivemaintenance7.2 Precautions during repair and maintenance7.3 Surface preparation for repairmethodsrepair7.4 Crack7.4.1 Epoxy injection7.4.2 Grooving and sealing7.4.3 Stitching7.4.4 Adding reinforcement and grouting7.4.5 Flexible sealing by sealant7.5 Repair of surface defects of concrete7.5.1 Bug holes7.5.2 Form tie holes7.5.3 Honey comb and larger voids7.6 Repair of corrosion in RCC elements7.6.1 Steps in repairing7.6.2 Prevention of corrosion in reinforcement7.7 Material placement techniques with sketches7.7.1 Pneumatically applied (The gunite techniques)7.7.2 Open top placement7.7.3 Pouring from the top to repair bottom face7.7.4 Birds month7.7.5 Dry packing7.7.6 Form and pump7.7.7 Preplaced – aggregate concrete7.7.8 Trowel applied method1677.8 Repair of DPC against Rising Dampness7.8.1 Physical methods7.8.2 Electrical methods7.8.3 Chemical methods7.9 Repair of walls7.9.1 Repair of mortar joints against leakage7.9.2 Efflorescence removal7.10 Waterproofing of wet areas and roofs7.10.1 Water proofing of wet areas7.10.2 Water proofing of flat RCC roofs7.10.3 Various water proofing systems and their characteristics7.11 Repair of joints in buildings7.11.1 Sealing of joints7.11.2 Types of sealant and their characteristics7.12 Repair and maintenance of public health Services7.12.1 Low pressure7.12.2 Cisterns defects, blocked drains, damaged china ware7.12.3 Maintenance of GI Pipes7.12.4 Repair of traps7.12.5 Repair of overhead and underground water tanks INSTRUCTIONAL STRATEGYThis is very important course and efforts should be made to find damaged/defective work spots and students should be asked to think about rectifying/finding solution to the problem. Visits to work site, where repair and maintenance activities are in progress can be very useful to students.RECOMMENDED BOOKS1. Nayak, BS; "Maintenance Engineering for Civil Engineers", Khanna Publishers,Delhi2. Ransom, WH; "Building Failures - Diagnosis and Avoidance", Publishing E andF.N. Span3. Hutchinson, BD;etc, "Maintenance and Repair of Buildings", Published byNewness - Butterworth1686.7.2 ENVIRONMENTAL ENGINEERINGL T P3 - - RATIONALECivil Engineering diploma holders must have the knowledge of different types of environmental aspects due to development activities so that they may help in maintainingthe ecological balance and control pollution. They should also be aware of the environmental laws for effectively combating environmental pollution. The class room instructions should be supplemented by field visits to show the pollution caused by urbanization and the combatment measures being adopted at site. Extension lectures by experts may be encouraged.DETAILED CONTENTS1. Environment and Ecology (4 hrs)Definition and understanding of environment and ecology concept, ecosystem andtypes of ecosystems, energy flow in an ecosystem, food chain, ecologicalpyramids, consortium and ecological balance, important biogeo chemical andmaterial cycles, (water, carbon, sulphur, oxygen and nitrogen etc)2. Protection of Environment (2 hrs)Importance of clean environment, control of environmental pollution with respectto air, land and water. Conservation of natural resources, environmentaleducation and awareness3. Water Pollution (8 hrs)Causes of pollution in surface and underground water; BIS standards for waterquality, preventive measures to control water pollution, harmful effects ofdomestic wastes and industrial effluent, BIS standards for waste water disposal,measures to combat pollution due to waste water, eutrophication of lakesPollution (6hrs) 4. AirDefinition, principal air pollutants, atmospheric parameters influencing airpollution, types of air contaminants and their sources, effects of air pollution onhuman beings, plants, animals and economic effects, automobile pollution, BISambient air quality standards and measures to combat air pollution。

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