店鋪： 翩若驚鴻圖書專營店
齣版社： 中國計劃齣版社
ISBN：9787518201709
商品編碼：28728912396
叢書名： 市政工程消耗量定額 ZYA1-31-2015
具體描述
| 書 名 | 市政工程消耗量定額 ZYA 1-31-2015 第六冊 水處理工程 |
| 書 號 | ISBN 978-7-5182-0170-9 |
| 定 價 | 69.00 |
| 齣版單位 | 中國計劃齣版社 |
| 標準類彆 | 全國定額、其他定額 |
| 語 言 | 中文 |
| 等 級 | ***** |
| 主編部門 | 住房和城鄉建設部標準定額研究所 |
| 發布部門 | 中華人民共和國住房和城鄉建設部 |
| 發布日期 | 2015/3/4 |
| 實施日期 | 2015/9/1 |
| 發行日期 | 2015/9/ |
| 公 告 | 住房城鄉建設部關於印發«房屋建築與裝飾工程消耗量定額»、 «通用安裝工程消耗量定額»、«市政工程消耗量定額»、 «建設工程施工機械颱班費用編製規則»、«建設工程 施工儀器儀錶颱班費用編製規則»的通知 建標〔２０１５〕３４ 號 各省、自治區住房城鄉建設廳?1?75?1?73直轄市建委?1?75?1?73國務院有關部門: 為貫徹落實«住房城鄉建設部關於進一步推進工程造價管理改革的指導意見»(建標〔２０１４〕１４２ 號)?1?75?1?73我部組織修訂瞭«房屋建築與裝飾工程消耗量定額»(編號為ＴＹ ０１—３１—２０１５)、«通用安裝工程 消耗量定額»(編號為ＴＹ ０２—３１—２０１５)、«市政工程消耗量定額»(編號為ＺＹＡ １—３１—２０１５)、«建設 工程施工機械颱班費用編製規則»以及«建設工程施工儀器儀錶颱班費用編製規則»?1?75?1?73現印發給你們?1?75?1?73自 ２０１５ 年９ 月１ 日起施行?1?75?1?75 執行中遇到的問題和有關建議請及時反饋我部標準定額司?1?75?1?75 我部１９９５ 年發布的«全國統一建築工程基礎定額»?1?75?1?73２００２ 年發布的«全國統一建築裝飾工程消耗量 定額»?1?75?1?73２０００ 年發布的«全國統一安裝工程預算定額»?1?75?1?73１９９９ 年發布的«全國統一市政工程預算定額»?1?75?1?73 ２００１ 年發布的«全國統一施工機械颱班費用編製規則»?1?75?1?73１９９９ 年發布的«全國統一安裝工程施工儀器儀 錶颱班費用定額»同時廢止?1?75?1?75 以上定額及規則由我部標準定額研究所組織中國計劃齣版社齣版發行?1?75?1?75 中華人民共和國住房和城鄉建設部 ２０１５ 年３ 月４ 日 |
| 標準簡介 | 住房和城鄉建設部2015年3月4日以建標【2015】34號文批準發布《市政工程消耗量定額》（ZYA1-31-2015），自2015年9月1日起施行。 《市政工程消耗量定額》共分十一個分冊，分彆是“冊 土石方工程”、“第二冊 道路工程”、“第三冊 橋涵工程”、“第四冊 隧道工程”、“第五冊 市政管網工程”、“第六冊 水處理工程”、“第七冊 生活垃圾處理工程”、“第八冊 路燈工程”、“第九冊 鋼筋工程”、“第十冊 拆除工程”、“第十一冊 措施項目”，本書為第六冊，主要內容包括水處理工程構築物、設備安裝、措施項目。 |
| 目 錄 | 章 水處理構築物 第二章 水處理設備 第三章 措施項目 |
| 字 數 | 374韆字 |
| 頁 數 | 184 |
| 相關標準 | 市政工程消耗量定額 ZYA1-31-2015 冊 土石方工程 市政工程消耗量定額 ZYA1-31-2015 第二冊 道路工程 市政工程消耗量定額 ZYA1-31-2015 第三冊 橋涵工程 市政工程消耗量定額 ZYA1-31-2015 第四冊 隧道工程 市政工程消耗量定額 ZYA1-31-2015 第五冊 市政管網工程 市政工程消耗量定額 ZYA1-31-2015 第十一冊 措施項目 市政工程消耗量定額 ZYA1-31-2015 第七冊 生活垃圾處理工程 市政工程消耗量定額 ZYA1-31-2015 第八冊 路燈工程 市政工程消耗量定額 ZYA1-31-2015 第九冊 鋼筋工程 市政工程消耗量定額 ZYA1-31-2015 第十冊 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.
用戶評價
評分
這本書的排版布局堪稱一絕，大量使用錶格和流程圖來輔助復雜的定額說明，極大地提升瞭閱讀效率。我記得有一次我正在為一個特定的管道鋪設項目查找相關的土方開挖與迴填定額，以往查閱其他資料時總是被大段的文字淹沒，而這本書中，相關的定額編號、適用條件、以及係數調整的說明，都被規範地放置在一個清晰的錶格結構內，查找起來毫不費力。更值得稱道的是，書中對“非標準工況”的處理方式，提供瞭非常實用的指導原則。例如，當施工場地條件特殊，或者所用機械型號與標準定額中的設備型號存在差異時，作者並未簡單地要求“參照執行”，而是提供瞭一套完整的係數修正或新增工序分析的思考框架。這種前瞻性的指導，讓這本書的實用價值遠遠超齣瞭一個單純的“定額手冊”，更像是一本現場問題解決指南，體現瞭編寫者深厚的工程實踐功底。
評分這本書的封麵設計得相當樸實，深藍色的封皮上印著清晰的白色字體，給人一種專業、嚴謹的感覺。初次翻閱時，我被其詳盡的目錄和嚴密的章節劃分所吸引。盡管書名直接點明瞭市政工程消耗量定額的主題，但深入閱讀後發現，它更像是一部深入探討工程經濟學與技術標準結閤的教科書。書中對不同類型材料的計量單位、運輸損耗、現場加工損耗的界定，都做瞭極其細緻的量化說明，這對於需要精確編製預算的工程師來說，無疑是寶貴的參考資料。特彆是其中關於復雜結構物（例如大型沉澱池或曝氣池）的施工方法與定額套用邏輯的闡述，邏輯鏈條清晰，即便是初涉水處理領域的預算人員，也能順著書中的指引，逐步掌握定額編製的核心要領。我特彆欣賞它在定額條目後附帶的“背景說明”部分，這些說明解釋瞭定額標準是如何基於曆史數據和技術進步而製定的，使得單純的數字不再是冰冷的規範，而是蘊含瞭行業智慧的結晶。
評分從內容深度來看，這第六冊在水處理工程這個細分領域確實做到瞭全麵覆蓋，從最基礎的進水泵站到復雜的深度處理單元，主要的消耗項幾乎都囊括進去瞭。我特彆留意瞭關於汙泥處理和處置環節的定額條目，這部分往往是項目成本中波動性最大、爭議最多的部分。書中對不同脫水工藝（如闆框、離心機）的電耗、藥劑消耗以及濾餅外運的計量標準，提供瞭詳細的基準值，這對於控製項目後期的隱性成本至關重要。然而，一個微小的建議是，如果能加入一些跨專業接口的定額考量就更完美瞭。例如，水處理構築物的基坑降水工作，雖然屬於土建範疇，但其運行時間與水處理工藝的周期緊密相關，書中若能提供一些關於這類交叉作業的定額聯動建議，將使整本書的係統性和指導性更上一層樓，真正體現市政工程“係統集成”的本質。
評分作為一名長期從事項目概算工作的專業人士，我不得不說，這本書在“量”的精確控製上做得非常到位，然而，我在實際使用過程中發現，它對“時間”維度上的動態變化描述略顯不足。定額本身是基於特定的曆史時期和技術水平製定的靜態標準，但在當前快速迭代的市政工程領域，新材料和新型施工工藝的齣現頻率越來越高。雖然書中提到瞭定額的更新機製，但對於如何快速評估一種新興環保技術（比如某種新型膜處理工藝的安裝工序）的閤理工時和材料消耗，書中給齣的指導相對保守和滯後。如果能在附錄中增加一章關於“新技術定額預估與對比分析”的案例研究，將會極大地拓寬其應用邊界，使其更適應快速發展的行業需求。目前的版本更偏嚮於對成熟技術的固化和規範，對於前沿領域的探索略顯謹慎。
評分這本書的語言風格總體來說是極其學術和規範的，幾乎沒有冗餘的錶達，每一個詞語的選擇都精確地對應著工程術語的定義。這對於確保定額的權威性和統一性至關重要，保證瞭不同設計院和施工單位在解讀同一條目時不會産生歧義。然而，這種極度的嚴謹性也帶來瞭一定的閱讀門檻。對於非專業齣身的管理人員或剛畢業的年輕技術員來說，初次接觸時可能會感覺有些晦澀難懂。例如，某些關於“材料損耗係數在不同天氣條件下的摺算公式”的推導過程，如果能輔以更直觀的物理模型圖示或類比說明，可能會幫助讀者更快地理解背後的科學原理，而不僅僅是機械地記憶公式。總體而言，它更像是一本供專傢之間進行精確溝通的“密碼本”，而非一本麵嚮大眾的“入門教程”。
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