BS 8485-2015 Code of practice for the design of protective measures for methane and carbon dioxide ground gases for new buildings《新建筑的甲烷和二氧化碳地面气体保护措施设计实施规程》.pdf
《BS 8485-2015 Code of practice for the design of protective measures for methane and carbon dioxide ground gases for new buildings《新建筑的甲烷和二氧化碳地面气体保护措施设计实施规程》.pdf》由会员分享,可在线阅读,更多相关《BS 8485-2015 Code of practice for the design of protective measures for methane and carbon dioxide ground gases for new buildings《新建筑的甲烷和二氧化碳地面气体保护措施设计实施规程》.pdf(96页珍藏版)》请在麦多课文档分享上搜索。
1、BSI Standards PublicationBS 8485:2015Incorporating corrigendum No.1Code of practice for thedesign of protectivemeasures for methane andcarbon dioxide ground gasesfor new buildingsPublishing and copyright informationThe BSI copyright notice displayed in this document indicates when the documentwas la
2、st issued. The British Standards Institution 2016Published by BSI Standards Limited 2016ISBN 978 0 580 92984 7ICS 91.120.99; 91.200The following BSI references relate to the work on this document:Committee reference EH/4Draft for comment 15/30283599 DCPublication historyFirst published October 2007S
3、econd (present) edition, June 2015Amendments/corrigenda issued since publicationDate Text affectedFebruary 2016 C1 Correction to Figure 5BS 8485:2015 BRITISH STANDARDContentsForeword ivIntroduction 11 Scope 22 Normative references 23 Terms and definitions 34 Overview of ground gas protection 55 Site
4、 investigation for ground gases 75.1 General 75.2 Preliminary investigation 75.3 Field investigation and monitoring 105.4 Conceptual site model for design of gas protection system 106 Process for ground gas characterization and hazard assessment 126.1 Risk assessment for ground gases 126.2 Methodolo
5、gies for ground gas characterization 126.3 Characterization using conceptual site model and gas monitoring data 136.4 Quantitative assessment of gas risk to characterize a site 187 Solutions choice and detailed design 197.1 Approach 197.2 Selection of appropriate protection measures 237.3 In-ground
6、pathway intervention 277.4 Detailed design 278 Implementation, verification and reporting 288.1 General 288.2 Site conditions and characterization of the ground gas regime 298.3 Design phase 308.4 Installation and verification phase 32AnnexesAnnex A (informative) Floor slab and substructure design 3
7、3Annex B (normative) Applicability and design of ventilation protectionmeasures 40Annex C (informative) Gas resistant membrane selection 58Annex D (informative) Characterization without gas monitoring data 61Annex E (informative) Sampling, examination and TOC testing of made groundfor the assessment
8、 of the potential for gas generation 63Annex F (informative) Worked examples 66Annex G (informative) Radon 78Annex H (informative) Volatile organic compounds (VOCs) 80Bibliography 83List of figuresFigure1BS8485 document flow chart 3Figure 2 Key ground gas ingress routes and accumulation areas within
9、unprotected conventional residential buildings 6Figure 3 Ground gas site characterization and assessment flow chart 8Figure 4 Example design conceptual site model cross sections 11Figure 5 Solutions choice flow chart 20Figure 6 Implementation stage 28Figure A.1 Example of potential influence of vibr
10、o stone columns for gasmigration 34Figure B.1 Typical passive ventilation arrangement with floor slab aboveground level 41BRITISH STANDARD BS 8485:2015 The British Standards Institution 2016 iFigure B.2 Typical passive ventilation arrangement with floor slab belowground level and low level vents 42F
11、igure B.3 Typical passive ventilation arrangement with floor slab belowground level and high level vents 42Figure B.4 Positive pressurization air blanket system 44Figure B.5 Typical active suction system with floor slab below ground level 45Figure B.6 Performance criteria for methane 48Figure B.7 Pe
12、rformance criteria for carbon dioxide 49Figure B.8 CFD computed volume flow through rates vs wind speed for variousmedia for a 30 m wide foundation 12 50Figure B.9 CFD computed volume flow through rates vs wind speed for variousmedia fora5mby5mwide foundation 12 51Figure B.10 Polystyrene void former
13、s 53Figure B.11 Geocomposite void former 55Figure B.12 Idealized plan of granular gas dispersal layer with network of gasdrains 57Figure E.1 Approach for detailed examination of made ground for theassessment of the potential for gas generation 66List of tablesTable 1 Check list for assessing the ade
14、quacy of a site investigation 9Table2CSbysite characteristic GSV 19Table 3 Building types 21Table 4 Gas protection score by CS and type of building 22Table 5 Gas protection scores for the structural barrier 23Table 6 Gas protection scores for ventilation protection measures 25Table 7 Gas protection
15、score for the gas resistant membrane 27Table 8 Information to be included in the design, installation and verificationreport 29Table A.1 Grades of waterproofing protection 36Table A.2 Risk rating summary 39Table B.1 Gas regimes considered in the DETR/PiT Guide for Design 12 46Table B.2 Gas regimes c
16、onsidered in the PiT Guide for Design 12 46Table B.3 Variables in the DETR/PiT Guide for Design 12 47Table B.4 Relative dispersal effectiveness of different gas dispersal layermedia 52Table D.1 Limiting values of thickness and organic content of made ground(after RB17 1, Table 1) 62Table F.1 Site A
17、ground conditions 67Table F.2 Site A gas monitoring data 68Table F.3 Maximum implied CS derived by combining the maximum observedflow rate and maximum observed concentrations from different boreholesduring any monitoring event 69Table F.4 Site A subsequent additional gas monitoring measurements 70Ta
18、ble F.5 Implied maximum CS derived from consideration of the maximumhazardous gas flow rate calculated from any single borehole standpipe duringany of these subsequent monitoring events 72Table F.6 Worst case implied CS derived by combining the maximum observedflow rate and maximum observed concentr
19、ations from different boreholesduring any of these subsequent monitoring events 72Table F.7 Minimum gas protection score (points) for different types of buildingat Site A 73Table F.8 Combinations of measures to provide a gas protection solution fordifferent types of building at Site A 73BRITISH STAN
20、DARDBS 8485:2015ii The British Standards Institution 2016Table F.9 Site B ground conditions 75Table F.10 Maximum implied CS derived from consideration of the maximumhazardous gas flow rate calculated from any single borehole standpipe duringany monitoring event 76Table F.11 Worst case implied CS der
21、ived by combining the maximum observedflow rate and maximum observed concentrations from different boreholestandpipes during any monitoring event 76Table F.12 Minimum gas protection score (points) for different types ofbuilding at Site B 76Table F.13 Combinations of measures to provide a gas protect
22、ion solution fordifferent types of building at Site B 77Summary of pagesThis document comprises a front cover, an inside front cover, pages i to v,pages 1 to 86, an inside back cover and a back cover.BRITISH STANDARD BS 8485:2015 The British Standards Institution 2016 iiiForewordPublishing informati
23、onThis British Standard is published by BSI Standards Limited, under licence fromThe British Standards Institution, and came into effect on 30 June 2015. It wasprepared by Technical Committee EH/4, Soil quality. A list of organizationsrepresented on this committee can be obtained on request to its s
24、ecretary.SupersessionThis British Standard supersedes BS 8485:2007, which is withdrawn.Information about this documentThis is a full revision of the standard, and introduces the following principalchanges: inclusion of more detailed recommendations on the interpretation of gasmonitoring data and ass
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