店铺： 翩若惊鸿图书专营店
出版社： 中国计划出版社
ISBN：9787518201709
商品编码：28728912396
丛书名： 市政工程消耗量定额 ZYA1-31-2015
具体描述
| 书 名 | 市政工程消耗量定额 ZYA 1-31-2015 第六册 水处理工程 |
| 书 号 | ISBN 978-7-5182-0170-9 |
| 定 价 | 69.00 |
| 出版单位 | 中国计划出版社 |
| 标准类别 | 全国定额、其他定额 |
| 语 言 | 中文 |
| 等 级 | ***** |
| 主编部门 | 住房和城乡建设部标准定额研究所 |
| 发布部门 | 中华人民共和国住房和城乡建设部 |
| 发布日期 | 2015/3/4 |
| 实施日期 | 2015/9/1 |
| 发行日期 | 2015/9/ |
| 公 告 | 住房城乡建设部关于印发«房屋建筑与装饰工程消耗量定额»、 «通用安装工程消耗量定额»、«市政工程消耗量定额»、 «建设工程施工机械台班费用编制规则»、«建设工程 施工仪器仪表台班费用编制规则»的通知 建标〔２０１５〕３４ 号 各省、自治区住房城乡建设厅?1?75?1?73直辖市建委?1?75?1?73国务院有关部门: 为贯彻落实«住房城乡建设部关于进一步推进工程造价管理改革的指导意见»(建标〔２０１４〕１４２ 号)?1?75?1?73我部组织修订了«房屋建筑与装饰工程消耗量定额»(编号为ＴＹ ０１—３１—２０１５)、«通用安装工程 消耗量定额»(编号为ＴＹ ０２—３１—２０１５)、«市政工程消耗量定额»(编号为ＺＹＡ １—３１—２０１５)、«建设 工程施工机械台班费用编制规则»以及«建设工程施工仪器仪表台班费用编制规则»?1?75?1?73现印发给你们?1?75?1?73自 ２０１５ 年９ 月１ 日起施行?1?75?1?75 执行中遇到的问题和有关建议请及时反馈我部标准定额司?1?75?1?75 我部１９９５ 年发布的«全国统一建筑工程基础定额»?1?75?1?73２００２ 年发布的«全国统一建筑装饰工程消耗量 定额»?1?75?1?73２０００ 年发布的«全国统一安装工程预算定额»?1?75?1?73１９９９ 年发布的«全国统一市政工程预算定额»?1?75?1?73 ２００１ 年发布的«全国统一施工机械台班费用编制规则»?1?75?1?73１９９９ 年发布的«全国统一安装工程施工仪器仪 表台班费用定额»同时废止?1?75?1?75 以上定额及规则由我部标准定额研究所组织中国计划出版社出版发行?1?75?1?75 中华人民共和国住房和城乡建设部 ２０１５ 年３ 月４ 日 |
| 标准简介 | 住房和城乡建设部2015年3月4日以建标【2015】34号文批准发布《市政工程消耗量定额》（ZYA1-31-2015），自2015年9月1日起施行。 《市政工程消耗量定额》共分十一个分册，分别是“册 土石方工程”、“第二册 道路工程”、“第三册 桥涵工程”、“第四册 隧道工程”、“第五册 市政管网工程”、“第六册 水处理工程”、“第七册 生活垃圾处理工程”、“第八册 路灯工程”、“第九册 钢筋工程”、“第十册 拆除工程”、“第十一册 措施项目”，本书为第六册，主要内容包括水处理工程构筑物、设备安装、措施项目。 |
| 目 录 | 章 水处理构筑物 第二章 水处理设备 第三章 措施项目 |
| 字 数 | 374千字 |
| 页 数 | 184 |
| 相关标准 | 市政工程消耗量定额 ZYA1-31-2015 册 土石方工程 市政工程消耗量定额 ZYA1-31-2015 第二册 道路工程 市政工程消耗量定额 ZYA1-31-2015 第三册 桥涵工程 市政工程消耗量定额 ZYA1-31-2015 第四册 隧道工程 市政工程消耗量定额 ZYA1-31-2015 第五册 市政管网工程 市政工程消耗量定额 ZYA1-31-2015 第十一册 措施项目 市政工程消耗量定额 ZYA1-31-2015 第七册 生活垃圾处理工程 市政工程消耗量定额 ZYA1-31-2015 第八册 路灯工程 市政工程消耗量定额 ZYA1-31-2015 第九册 钢筋工程 市政工程消耗量定额 ZYA1-31-2015 第十册 拆除工程 |
municipal engineering consumption quota ZYA1-31-2015 Volume VI Water Treatment Engineering This volume focuses on the detailed consumption quotas for various aspects of water treatment engineering within the broader scope of municipal engineering. It serves as a crucial reference for estimating material, labor, and machinery costs in the planning, design, bidding, and construction phases of water treatment facilities. The content meticulously breaks down the requirements for different unit works, providing a standardized basis for cost calculation and project management. I. General Principles and Scope The introduction to this volume will clearly define its applicability and limitations. It will specify that the quotas herein are intended for standard municipal water treatment projects and may require adjustments for unique site conditions, specialized technologies, or exceptionally large-scale undertakings. The scope will encompass the primary stages of water treatment, from raw water intake and preliminary treatment to disinfection and sludge management. It will also outline the general methodology for applying the quotas, including considerations for: Unit of Measurement: Clearly defining the basis for each quota (e.g., per cubic meter of treated water, per linear meter of pipe, per square meter of construction, per ton of material). Scope of Work: Delineating what is included within each listed item, such as labor for excavation, formwork, reinforcement, concrete placement, welding, or machinery operation. Assumptions and Bases: Stating the assumed working conditions, efficiency rates, and standard specifications upon which the quotas are derived. This may include assumed ambient temperatures, geographical zones, and typical labor productivity. Exclusions: Explicitly mentioning any elements not covered by the quotas, such as land acquisition, general site preparation beyond specific construction needs, design fees, or project management overhead not directly tied to construction activities. II. Raw Water Intake and Preliminary Treatment This section will detail the consumption quotas for the initial stages of bringing water into the treatment plant and removing gross solids. Intake Structures: Intake Towers/Wells: Quotas for excavation, reinforced concrete work (formwork, rebar, concrete), steel structures, mechanical equipment installation (pumps, screens, valves), and electrical work. This will be broken down by intake type (e.g., riverine, lake, well) and capacity. Pumping Stations (Initial Stage): Consumption quotas for building construction (foundations, walls, roof), pump installation (various types and sizes), piping systems (suction and discharge, materials like ductile iron, steel, PVC, including flanges, gaskets, bolts, and welding), valve installation, electrical power supply and control systems, and drainage systems. Screening Facilities: Coarse Screens (Bar Screens): Quotas for civil works (concrete channels, supports), installation of mechanical screens (fixed or automated), and associated structures. Fine Screens (Rotary Screens, Drum Screens): Consumption quotas for civil works, installation of sophisticated mechanical screening equipment, and maintenance access structures. Grit Removal: Grit Chambers (Aerated, Vortex, Horizontal Flow): Detailed quotas for excavation, reinforced concrete structures, aeration equipment installation (blowers, diffusers, piping), scraping or conveying mechanisms, and drainage. Pre-sedimentation/Plain Sedimentation: Sedimentation Tanks (Rectangular, Circular): Consumption quotas for excavation, reinforced concrete structures, scum troughs, sludge collection mechanisms (e.g., chain and flight collectors, scraper arms), influent and effluent distribution systems, and overflow weirs. III. Primary Treatment This section covers processes that remove settleable solids and some suspended matter. Primary Sedimentation Tanks: (Similar breakdown to pre-sedimentation, but often with more emphasis on larger capacities and more robust sludge removal systems). Quotas for excavation, reinforced concrete construction, installation of mechanical sludge collection equipment, effluent launders, and associated piping. IV. Secondary Treatment (Biological Treatment) This part will focus on the biological processes used to remove dissolved and colloidal organic matter. Aeration Basins/Tanks: Conventional Aeration Basins: Quotas for excavation, reinforced concrete structures, air supply systems (blower installation, air distribution piping, diffusers – specifying different types of diffusers like coarse bubble, fine bubble, membrane), mechanical aerator installation, and internal piping. Activated Sludge Systems: Specific quotas for tank construction, aeration equipment, return activated sludge (RAS) pumping stations, and waste activated sludge (WAS) handling. Oxidation Ditches: Consumption quotas for the specialized oval or circular channel construction, aerator installation, and bridging structures. Trickling Filters: Civil Works: Quotas for foundation construction, circular or rectangular tank construction (concrete or masonry), underdrain systems, and support structures. Media Installation: Consumption quotas for the placement of filter media (e.g., rock, slag, plastic media), specifying per unit volume. Distribution Systems: Quotas for installing rotary distributors (mechanical) or fixed nozzles. Biofilters (e.g., Rotating Biological Contactors - RBCs): Consumption quotas for civil works, assembly and installation of the RBC units, drive mechanisms, and associated piping. Membrane Bioreactors (MBRs): While often proprietary, this section might include quotas for the civil works to house the membrane modules and associated aeration/mixing systems, and potentially generic installation quotas for membrane modules themselves if standardized. V. Tertiary Treatment and Disinfection This section addresses advanced treatment processes and the final disinfection step. Tertiary Filtration: Sand Filters (Rapid Sand, Slow Sand): Quotas for tank construction, underdrain systems, media placement (sand, gravel layers), backwash systems (piping, pumps), and control mechanisms. Multi-media Filters: Similar to sand filters but with quotas for the different layers of media (anthracite, sand, garnet). Membrane Filtration (Microfiltration, Ultrafiltration): Consumption quotas for civil works to house membrane skids, installation of pre-treatment filters, and the membrane modules themselves, including piping, electrical, and control systems. Adsorption (e.g., Activated Carbon): Granular Activated Carbon (GAC) Filters: Quotas for tank construction, GAC media placement, and backwashing/regeneration systems. Powdered Activated Carbon (PAC) Dosing: Quotas for PAC storage, dosing equipment installation, and associated piping. Disinfection: Chlorination: Consumption quotas for chlorine storage and dosing equipment installation (e.g., gas chlorinators, liquid hypochlorite feeders), emergency ventilation systems, safety equipment, and contact tanks (civil works and piping). Ozonation: Quotas for ozone generator installation, oxygen supply systems, ozone contact chambers (civil works and bubble diffusers/injection systems), off-gas destruction units, and associated piping and electrical work. UV Disinfection: Consumption quotas for civil works to house UV reactors, installation of UV lamps and associated equipment (ballasts, wipers), and piping. VI. Sludge Treatment and Disposal This crucial section details the consumption quotas for handling the waste product of water treatment. Sludge Thickening: Gravity Thickeners: Quotas for tank construction, sludge thickening mechanisms (e.g., rake arms), influent and effluent piping, and overflow weirs. Dewatering Equipment (e.g., Belt Filter Presses, Centrifuges, Screw Presses): Consumption quotas for installation of the dewatering units, associated chemical conditioning systems (polymer preparation and dosing), sludge cake handling conveyors, and electrical connections. Sludge Digestion: Anaerobic Digesters: Quotas for tank construction (often large diameter concrete tanks), mixing systems (mechanical, gas mixing), heating systems, biogas collection and handling systems, and sludge pumping. Aerobic Digesters: Quotas for tank construction, aeration systems, and sludge recirculation. Sludge Dewatering: (As mentioned above, with detailed focus on the machinery installation and associated infrastructure). Sludge Disposal/Further Treatment: Drying Beds: Quotas for excavation, underdrain systems, sand/gravel media, and boundary walls. Incineration/Drying: Consumption quotas for specialized incinerator or dryer installation, fuel supply systems, ash handling, and emissions control equipment. Transport: While direct transport costs are often separate, this section might include quotas for loading facilities if integrated into the sludge treatment plant. VII. Ancillary Works and Instrumentation This covers essential supporting elements and control systems. Piping and Valves: Comprehensive quotas for different pipe materials (e.g., ductile iron, steel, PVC, HDPE, concrete) and diameters, including excavation for buried pipes, trenching, bedding, backfilling, jointing (welding, flanging, push-on joints), testing, and support structures for above-ground pipes. Detailed quotas for various valve types (e.g., gate valves, butterfly valves, control valves, air release valves) and their installation. Electrical and Instrumentation: Consumption quotas for the installation of power supply cables, motor control centers (MCCs), lighting systems, control panels, sensors (flow, level, pressure, pH, turbidity, chlorine residual), actuators, communication wiring, and integration into SCADA systems. This will be broken down by the complexity and scale of the facility. Buildings and Structures: Quotas for general administrative buildings, laboratories, workshops, chemical storage buildings, pump houses, and generator rooms, covering foundation, structural elements, roofing, finishes, doors, and windows. Roads and Paving: Consumption quotas for internal roads, walkways, and hardstandings within the treatment plant site, including sub-base, base course, and surfacing. Drainage and Containment: Quotas for site drainage systems, stormwater management, and containment structures for chemical spills. VIII. Material Consumption Quotas This section will provide detailed breakdowns of material requirements per unit of work. Concrete: Consumption of cement, aggregates (sand, gravel), water, and admixtures per cubic meter for different concrete grades and applications (e.g., structural, mass concrete, precast). Reinforcement Steel: Consumption of rebar per ton for various structural elements. Pipes and Fittings: Quotas per linear meter or per joint for different pipe materials and sizes, including couplings, elbows, tees, and flanges. Mechanical Equipment: Material consumption for installation components of pumps, blowers, screens, mixers, etc., including bolts, nuts, gaskets, and welding consumables. Electrical Cables and Components: Material consumption per meter for cables of different sizes and types, conduits, junction boxes, and fittings. IX. Labor and Machinery Consumption Quotas This section will specify the estimated labor hours and machinery operating hours required for each unit of work. Labor: Categorized by skill level (e.g., skilled labor, semi-skilled labor, unskilled labor) and trade (e.g., concrete worker, rebar fixer, pipe fitter, electrician, operator). Machinery: Specified by type (e.g., excavator, crane, concrete mixer, pump, welding machine, asphalt paver) and required operating hours per unit of work. X. Adjustments and Considerations The volume will conclude with guidance on how to adjust the standard quotas. Geographical Location: Considerations for differing labor rates, material availability, and climatic conditions. Site Conditions: Adjustments for challenging soil conditions, confined working spaces, or high water tables. Technology and Equipment: How to account for the use of advanced or specialized technologies and equipment not explicitly covered by the standard quotas. Project Scale: Potential for economies of scale or diseconomies of scale for very large or very small projects. Quality Requirements: How stricter quality control measures might impact consumption. This comprehensive volume provides the essential quantitative data required for the precise and efficient execution of municipal water treatment engineering projects.
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这本书的语言风格总体来说是极其学术和规范的，几乎没有冗余的表达，每一个词语的选择都精确地对应着工程术语的定义。这对于确保定额的权威性和统一性至关重要，保证了不同设计院和施工单位在解读同一条目时不会产生歧义。然而，这种极度的严谨性也带来了一定的阅读门槛。对于非专业出身的管理人员或刚毕业的年轻技术员来说，初次接触时可能会感觉有些晦涩难懂。例如，某些关于“材料损耗系数在不同天气条件下的折算公式”的推导过程，如果能辅以更直观的物理模型图示或类比说明，可能会帮助读者更快地理解背后的科学原理，而不仅仅是机械地记忆公式。总体而言，它更像是一本供专家之间进行精确沟通的“密码本”，而非一本面向大众的“入门教程”。
评分这本书的排版布局堪称一绝，大量使用表格和流程图来辅助复杂的定额说明，极大地提升了阅读效率。我记得有一次我正在为一个特定的管道铺设项目查找相关的土方开挖与回填定额，以往查阅其他资料时总是被大段的文字淹没，而这本书中，相关的定额编号、适用条件、以及系数调整的说明，都被规范地放置在一个清晰的表格结构内，查找起来毫不费力。更值得称道的是，书中对“非标准工况”的处理方式，提供了非常实用的指导原则。例如，当施工场地条件特殊，或者所用机械型号与标准定额中的设备型号存在差异时，作者并未简单地要求“参照执行”，而是提供了一套完整的系数修正或新增工序分析的思考框架。这种前瞻性的指导，让这本书的实用价值远远超出了一个单纯的“定额手册”，更像是一本现场问题解决指南，体现了编写者深厚的工程实践功底。
评分从内容深度来看，这第六册在水处理工程这个细分领域确实做到了全面覆盖，从最基础的进水泵站到复杂的深度处理单元，主要的消耗项几乎都囊括进去了。我特别留意了关于污泥处理和处置环节的定额条目，这部分往往是项目成本中波动性最大、争议最多的部分。书中对不同脱水工艺（如板框、离心机）的电耗、药剂消耗以及滤饼外运的计量标准，提供了详细的基准值，这对于控制项目后期的隐性成本至关重要。然而，一个微小的建议是，如果能加入一些跨专业接口的定额考量就更完美了。例如，水处理构筑物的基坑降水工作，虽然属于土建范畴，但其运行时间与水处理工艺的周期紧密相关，书中若能提供一些关于这类交叉作业的定额联动建议，将使整本书的系统性和指导性更上一层楼，真正体现市政工程“系统集成”的本质。
评分这本书的封面设计得相当朴实，深蓝色的封皮上印着清晰的白色字体，给人一种专业、严谨的感觉。初次翻阅时，我被其详尽的目录和严密的章节划分所吸引。尽管书名直接点明了市政工程消耗量定额的主题，但深入阅读后发现，它更像是一部深入探讨工程经济学与技术标准结合的教科书。书中对不同类型材料的计量单位、运输损耗、现场加工损耗的界定，都做了极其细致的量化说明，这对于需要精确编制预算的工程师来说，无疑是宝贵的参考资料。特别是其中关于复杂结构物（例如大型沉淀池或曝气池）的施工方法与定额套用逻辑的阐述，逻辑链条清晰，即便是初涉水处理领域的预算人员，也能顺着书中的指引，逐步掌握定额编制的核心要领。我特别欣赏它在定额条目后附带的“背景说明”部分，这些说明解释了定额标准是如何基于历史数据和技术进步而制定的，使得单纯的数字不再是冰冷的规范，而是蕴含了行业智慧的结晶。
评分作为一名长期从事项目概算工作的专业人士，我不得不说，这本书在“量”的精确控制上做得非常到位，然而，我在实际使用过程中发现，它对“时间”维度上的动态变化描述略显不足。定额本身是基于特定的历史时期和技术水平制定的静态标准，但在当前快速迭代的市政工程领域，新材料和新型施工工艺的出现频率越来越高。虽然书中提到了定额的更新机制，但对于如何快速评估一种新兴环保技术（比如某种新型膜处理工艺的安装工序）的合理工时和材料消耗，书中给出的指导相对保守和滞后。如果能在附录中增加一章关于“新技术定额预估与对比分析”的案例研究，将会极大地拓宽其应用边界，使其更适应快速发展的行业需求。目前的版本更偏向于对成熟技术的固化和规范，对于前沿领域的探索略显谨慎。
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