1、廣西工程建設(shè)標(biāo)準(zhǔn)設(shè)計(jì)專項(xiàng)圖集HFRP系列玻璃鋼化糞池桂10TS501廣西工程建設(shè)標(biāo)準(zhǔn)化辦公室2010年HFRP系列玻璃鋼化糞池批準(zhǔn)部門:廣西壯族自治區(qū)住房和城鄉(xiāng)建設(shè)廳批準(zhǔn)文號(hào) 桂建標(biāo)2010 號(hào)主 編 單 位 負(fù) 責(zé) 人雷 翔主編單位技術(shù)負(fù)責(zé)人單 梅主編單位:廣西華藍(lán)設(shè)計(jì)（集團(tuán)）有限公司圖 集 號(hào) 桂10TS202技術(shù)審定人陳永青參編單位:南寧威爾森環(huán)?？萍奸_發(fā)有限公司實(shí)行日期 2010年8月有 效 期 3年設(shè)計(jì)負(fù)責(zé)人肖睿書目錄目 錄 1清掏口檢查井圓環(huán)板（二）配筋圖17說明 25預(yù)制鋼筋混凝土井圈詳圖（一）18HFRP選用表（一）6預(yù)制鋼筋混凝土井圈詳圖（二）19HFRP選用表（二）7通氣管

2、管罩大樣20HFRP選用表（三）8進(jìn)出水導(dǎo)流彎頭21HFRP選用表（四）9一體式雙層井蓋支座及其固定大樣22HFRP選用表（五）10球墨鑄鐵子蓋支座及玻璃鋼子蓋大樣23HFRP選用表（六）11重型鋼筋混凝土井蓋及支座大樣24HFRP選用表（七）12重型鋼筋混凝土通氣井蓋及支座大樣25HFRP選用表（八）13HFRP-60100組合并聯(lián)式詳圖26HFRP平剖面圖14HFRP-60100組合分體式詳圖27清掏口檢查井與罐體連接詳圖15HFRP-60100組合并聯(lián)及分體式管道連接28清掏口檢查井圓環(huán)板（一）配筋圖16常用塑料檢查井詳圖（一）（三）2931目錄桂10TS202審核 肖睿書校對(duì) 鄧成運(yùn)設(shè)

3、計(jì) 梁佩宇頁1說明編制說明區(qū)域時(shí)，應(yīng)另行設(shè)計(jì)。根據(jù)桂建標(biāo)20101號(hào)文編制本圖集。4設(shè)計(jì)要求編制依據(jù)4.1 HFRP系列玻璃鋼化糞池簡(jiǎn)稱HFRP。HFRP選用出了不同建筑物、不同2.1 建筑給水排水設(shè)計(jì)規(guī)范 GB 50015-2000年版）;室外排水設(shè)計(jì)規(guī)范 GB 50014-2006;給水排水構(gòu)筑物工程施工及驗(yàn)收規(guī)范 GB 508;建筑地基基礎(chǔ)設(shè)計(jì)規(guī)范 GB 50007-2002;公路橋涵設(shè)計(jì)通用規(guī)范 JTG D60-2004;纖維增強(qiáng)塑料性能試驗(yàn)方法總則 GB/T 1446;玻璃纖維增強(qiáng)塑料拉伸性能試驗(yàn)方法 GB/T 447玻璃纖維增強(qiáng)塑料彎曲性能試驗(yàn)方法 GB/T 449纖維增強(qiáng)塑料吸水

4、性試驗(yàn)方法 GB/T 1462; 2.10玻璃纖維增強(qiáng)塑料耐水性試驗(yàn)方法 GB/T 2575； 2.11玻璃纖維增強(qiáng)塑料樹脂不可溶分含量試驗(yàn)方法 2.12玻璃纖維增強(qiáng)塑料樹脂含量試驗(yàn)方法 GB/T 577 2.13纖維增強(qiáng)巴氏（馬柯爾）硬度試驗(yàn)方法 GB/T85 2.14T 2.16玻璃纖維無捻粗紗 GB/T 18369; 2.17玻璃纖維無捻粗紗布 GB/T 18370。適用范圍本圖集適用于一般民用建筑和工業(yè)建筑生活污水的初級(jí)處理。獨(dú)排入HFRP等情況下，計(jì)算的HFRP服務(wù)總?cè)藬?shù)及時(shí)，由設(shè)計(jì)人員另作計(jì)算確定?；蛲＼噲?chǎng)以下。全部采用公路級(jí)汽車荷載。高為設(shè)計(jì)地面以下0.5m處。HFRP的設(shè)置地點(diǎn)

5、距離生活飲用水水池不得小于10m物不得小于30m；當(dāng)建筑物基礎(chǔ)底面高于HFRPFP筑物外墻凈距不宜小于5m，當(dāng)其基礎(chǔ)底面低于HFRPHFRP外壁距離建筑物外墻凈距不宜小于2m。22、23頁；當(dāng)采用重型鋼筋混凝土井蓋及支座時(shí)，詳見第24頁HFRP宜在第1格罐頂靠近進(jìn)水導(dǎo)流彎頭設(shè)置通氣管管處有困難時(shí)，宜在HFRP出口第一座檢查井（第14）設(shè)置重型鋼筋混凝土通氣井蓋及支座（第25頁）；亦可在HP向90 氣管管罩。說明（一）審核 肖睿書校對(duì) 鄧成運(yùn)設(shè)計(jì) 梁佩宇圖集號(hào)頁2與HFRP連接的進(jìn)出水管宜采用塑料排水管，進(jìn)出水管與罐體連接應(yīng)做好密封處理。HFRP容積若超過50m時(shí)，采用兩個(gè)單罐組合并聯(lián)式設(shè)置，亦

6、可采用兩個(gè)壁單罐組合分體式設(shè)置，詳見第2628頁。考慮建筑小區(qū)綠化或道路廣場(chǎng)鋪砌的需要，BHC球墨鑄鐵、混凝土井蓋宜與地面基本持平，當(dāng)?shù)孛娲u有統(tǒng)一鋪砌要求時(shí)，井蓋及支座可適當(dāng)降低至地面磚以下，以保證井蓋處地面裝飾與整體一致。表2每人每日計(jì)算污泥量q （L/人d）nts(h)生活污水與生活廢水合流排入生活污水單獨(dú)排入240.700.40180.530.31160.470.29120.360.238100.300.20340.100.07注：查表3.1.10醫(yī)院門診部、診療所使用時(shí)數(shù)為（812）hs=12h，HFRP型號(hào)的確定HFRP容積計(jì)算qn =0.3+（0.7-0.3）（12-10）/（24

7、-10）=0.36，依此類推。tn 污泥清掏周期，應(yīng)根據(jù)污水溫度和當(dāng)?shù)貧夂驐l件確定，V=Vw+n(5-1)HFRP宜采用（34）個(gè)月；w =mf w /(241000)(5-2)bx 新鮮污泥含水率，可按95%計(jì)算；n =qnnn(1b)M/(1nb(5-3)bn HFRP濃縮后的污泥含水率，可按90%計(jì)算；式中 V HFRP有效容積（m）；Ms HFRP濃縮后體積縮減系數(shù)，宜取0.8；V HFRP污水有效容積（m）；wVn HFRP污泥有效容積（m）；q 每人每日計(jì)算污水量（L/人d）詳見表1；w表1每人每日計(jì)算污水量qw1.2 清掏后遺留20%的容積系數(shù)；m HFRP服務(wù)總?cè)藬?shù)；b HFR

8、P實(shí)際使用人數(shù)占總?cè)藬?shù)的百分?jǐn)?shù)，可按表3確定。f分類qw(L/d)生活污水與生活廢水合流排入0.85qo生活污水單獨(dú)排入15表3f建筑物名稱b（%）fo注：qotw為生活用水定額，詳見GB 50015-2003(2009年版)表3.1.10。 污水在HFRP停留時(shí)間（h），合流取912，單獨(dú)排入取924；醫(yī)院、療養(yǎng)院、養(yǎng)老院、幼兒園（有住宿），無住宿見注住宅、宿舍、旅館辦公樓、教學(xué)樓、試驗(yàn)樓、工業(yè)企業(yè)生活間1007040nq （L/人d），t與 有關(guān)；ns食堂、餐飲業(yè)、影劇院、體育場(chǎng)（館）、商場(chǎng)和其他場(chǎng)所（按座位）5sft 人員逗留上限時(shí)間（h），即生活用水使用時(shí)數(shù)，詳見表2；注：無住宿的醫(yī)療

9、類建筑bsf=40%。說明（二）審核 肖睿書校對(duì) 鄧成運(yùn)設(shè)計(jì) 梁佩宇頁桂10TS2023HFRP容積計(jì)算公式簡(jiǎn)化根據(jù)公式（5-1、-2、-3）和表1、2、3，設(shè)計(jì)時(shí)，可將容積計(jì)算公式予以簡(jiǎn)化，其簡(jiǎn)化式詳見表4。w表4wVnV的70%或80%，Vn除以70%或80%確定總?cè)藬?shù)。當(dāng)生活污水與生活廢水分流，且糞便污水單獨(dú)排入HFRqw取15L/人d。建筑物名稱（40）100990120(Vw=0.0001275mq（40）100990120(Vw=0.0001275mqVw=0.00031875mqVn=0.0576mqno)oV=0.000425mqo 容積簡(jiǎn)化式HFRP隔墻板過水洞中心高度H2：

10、V25m時(shí)，H2按（-300）的60%V30m時(shí)，H2按（-300）的70%計(jì)算。HFRP進(jìn)口側(cè)小口徑塑料管段水力粗糙系數(shù)n可取01而HFRP出口側(cè)療養(yǎng)院、休養(yǎng)所住房部、（醫(yī)務(wù)人員ts=8）10012901001290Vn=0.0432mq120Vn=0.0576mq70(12)90(Vw=0.0002975mqVn=0.03024mq9120Vn=0.04032mq401290Vw=0.00017mqVn=0.01728mq120Vn=0.02304mqts=24qn=0.70 、無住宿 ts=10qn=0.70 、住宅、宿舍、招待所、培訓(xùn)中心、旅館、賓館、酒店式公寓ts=24，至下游大中小

11、塑料管段n可取0.009。計(jì)算例題nn1 某醫(yī)院采用污廢水合流制，病房床位m=500，qo=150L/人d；醫(yī)務(wù)人m=200，qo =250L/人d；m=1000；請(qǐng)確定HFRP的有效容V。n)解：查6頁表（一）。V=50040/512+20/243+10009/1013=39.1)on+7.4+8.9=55.4取60（m）。n2 某住宅小區(qū)地勢(shì)較平坦，其污廢水總流=22L/s，請(qǐng)確定HFRP進(jìn)出口辦公樓、教學(xué)、實(shí)驗(yàn)樓、工業(yè)企業(yè)生活間 t10 ，公共浴室 ts=12食堂、影劇院、體育場(chǎng)（館）、商場(chǎng)等ts：商場(chǎng)、中餐酒樓12，食堂 16，酒吧 18，影劇院3，體育場(chǎng)（館）451290120onn

12、Vw=0.00002125mqoVn=0.00216mq nVn=0.00288mqn段塑料管水力參數(shù)。0.022=3.88取4（）=K Q=40.570.22=0.89（m/s）。出口段：cDN=250mm，n=0.009=53730.022=2.6取3（）=0.89（m/s）。HFRP結(jié)構(gòu)特點(diǎn)注：ts =12hqn按表2僅取0.36（L/人d），而體育場(chǎng)（館ts=4h查表2qn只是0.1（L/人d），依此類推。HFRPtw=9h。無住宿的醫(yī)務(wù)人員、門診部、診療bf可取40%。賓館HFRPt =9h，V 可減少25%。當(dāng)生活污水單獨(dú)排入HFRP時(shí)，HFRP 墻板分格，板上設(shè)有兩組生物填料箱，

13、第3ww表4V 簡(jiǎn)化式除以0.85系數(shù)后，q 變成q 。wow說明（三）審核 肖睿書校對(duì) 鄧成運(yùn)設(shè)計(jì) 梁佩宇圖集號(hào)頁桂10TS2024容積超過50m的HFRP-060100型號(hào)，可采用組合并聯(lián)式或分體式安裝， 采用分體式時(shí)，前罐中央清掏口范圍內(nèi)壁可作玻璃鋼加固處理。地基處理地基承載力特征f 100kPa。地基處理：無地下水時(shí)，0mm厚礫石砂墊層下素土應(yīng)夯實(shí)，罐體兩側(cè)用良質(zhì)土回填夯實(shí)至與玻璃鋼清掏口頂面持平；有地下水時(shí)，罐底應(yīng)設(shè) 置100mm厚C15混凝土墊層下鋪卵石或碎石夯實(shí)厚100mm，墊層上再鋪100mm厚礫石砂墊層，罐體兩側(cè)亦用良質(zhì)土夯實(shí)至與玻璃鋼清掏口頂面持平。當(dāng)?shù)鼗休d力特征值55k

14、P100kPa時(shí)，不論有無地下水，按有HFRP設(shè)置位置及埋深應(yīng)嚴(yán)格按設(shè)計(jì)要求放線、定位。HFRP就位后，應(yīng)及時(shí)回填土，罐體內(nèi)灌滿水，以防止位移。回填土要求進(jìn)行篩選，應(yīng)無尖角石塊和建筑垃圾；罐體四周用良質(zhì)土（粗顆粒土、中砂、粗砂、砂夾石、土夾石）回填后按土質(zhì)密實(shí)度0.95夯實(shí)，特別注意罐體固定位置受力均勻。在雨季施工時(shí)，應(yīng)有排水措施，防止基坑積水及邊坡坍塌，同時(shí)將罐內(nèi)注滿水以防止因漂浮而造成的位移。施工應(yīng)遵照有關(guān)工程施工及驗(yàn)收規(guī)范的規(guī)定進(jìn)行。地下水的情況處理。檢查井檢查井有磚砌井、組合式預(yù)制鋼筋混凝土井和塑料檢查井三種?？筛鶕?jù)具體情況進(jìn)行選用。清掏口檢查井（鑄鐵雙層或混凝土井蓋）與HFRP進(jìn)出口

15、兩側(cè)的檢查井做法詳見第1519及2631頁。磚砌井內(nèi)外壁應(yīng)做防水砂漿（1:2水泥砂漿摻5%防水劑）抹面厚20mm，陰角抹45斜面厚50mm。有地下水時(shí)，井外壁抹面層施涂GZ-6環(huán)氧煤瀝青 防腐防滲涂料兩道。滿水試驗(yàn)HFRP在出廠前應(yīng)做好滿水試驗(yàn)，即灌滿水24h無滲漏。為防止因運(yùn)輸不當(dāng)本圖集詳圖索引圖集專用圖例名稱圖集專用圖例名稱圖例名稱HFRPHFRP分流井彎頭井座匯流井其他詳圖所在頁圖例FH而引起破損，HFRP在基坑就位后再做一次滿水試驗(yàn)，無滲漏方可回填土。施工注意事項(xiàng)開挖基槽時(shí)，應(yīng)掌握水文地質(zhì)情況，若遇地下水，且地下水位較高時(shí)， 可采用井點(diǎn)降水或挖集水坑直接排水。本圖集除圖中標(biāo)注外，其他所

16、注尺寸以mm計(jì)。HFRP-002（-050）表示有效容積V=2m（50m）的玻璃鋼化糞池。HFRP由專業(yè)廠家按照相關(guān)的統(tǒng)一標(biāo)準(zhǔn)制作，其產(chǎn)品質(zhì)量由廠家保證。本圖集說明未盡事宜，均按國(guó)家及地方有關(guān)標(biāo)準(zhǔn)及規(guī)范執(zhí)行。主編單位：廣西華藍(lán)設(shè)計(jì)（集團(tuán)）有限公司 參編單位：南寧威爾森環(huán)?？萍奸_發(fā)有限公司技術(shù)顧問：李華說明（四）審核 肖睿書校對(duì) 鄧成運(yùn)設(shè)計(jì) 梁佩宇頁桂10TS2025幼兒園、托兒所（日托）幼兒園、托兒所（日托）bf=100中餐酒樓bf=5ts=12住宅、宿舍、旅館、賓館、酒店式公寓bf=70ts=24辦公教學(xué)樓bf=40商場(chǎng)bf=5ts=12體育場(chǎng)（館）bf=5ts=4型 號(hào)ts=10qn=0.

17、30qn=0.36qn=0.70ts10qn=0.30qn=0.36qn=0.10醫(yī)院住院部、療養(yǎng)院、休養(yǎng)所住房部bf=100醫(yī)院住院部、療養(yǎng)院、休養(yǎng)所住房部bf=100ts=24醫(yī)務(wù)人員bf=40ts=8門診部診所bf=40ts=12養(yǎng)老院、托老所（全托）bf=100幼兒園、托兒所（全托）bf=100養(yǎng)老院、托老所（日托）bf=100型 號(hào)qn=0.70qn=0.30qn=0.36ts=24qn=0.70ts=24qn=0.70ts=10qn=0.30HFRP-1001502002503004001502501015100150501005080L/dL/dL/dL/dL/dL/dL/dL/

18、dL/dL/dL/dL/dL/dL/dL/dL/d00232262118161382542252253226433269520046451433632251651084504506451876413810400697776455483824716267567597771309720815600914511596827257370243101310131451151951453112340121931541281099576494324135013501931542601934153120162582051701461271016584321800180025820534625855441602

19、03222562131821591278235402251225132225643332269252002540232026622719915810286752813281340232054140286565003048338431927323819012348103858368948338464948310387800406445124263643182541645107951444918644512866644138410400508056415324553973172057134964306148805641108280517301300HFRP-30504060501001502002

20、5030020505839L/dL/dL/dL/dL/dL/dL/dL/dL/dL/dL/dL/dL/dL/dL/dL/d00289691413115462463730262325917318001800648155640041781382827230712492736152455173463601360112963111290062672084240346118613811091786877651954015401194441669300940031163605191278207165137117102116477981028102291672503901253441584806921371

21、276220182156136155210381080210802388893338601671255411307922849536829324320818220691384144031440351852445140208896921413311535619460366304260227258617301800418004648155564302511128651766714419773575458380325284323221632250522505810196955303013341038212001730392869054945639034138792595308643086411111

22、183464040177913842826723070123792073260852045451723461411524115214814811128505022241730353332883815471150915760650568646543265144051440185185139106注：1.2.本表指說明5.1 。HFRP-050V=50m,依此類推。3.HFRP-060、-080、-100總?cè)藬?shù)按-050者依次乘以1.2、1.6和2.0。HFRP選用表（一）圖集號(hào)桂10TS2024.旅館、賓館客房服務(wù)人數(shù)可按每間房1.5人計(jì)算取整數(shù)。設(shè)計(jì)梁佩宇頁6醫(yī)院住院部、療養(yǎng)院、休養(yǎng)所住房部b

23、f=100 、醫(yī)院住院部、療養(yǎng)院、休養(yǎng)所住房部bf=100 、ts=24醫(yī)務(wù)人員bf=40ts=8門診部診所bf=40 、ts=12養(yǎng)老院、托老所（全托）bf=100幼兒園、托兒所（全托）bf=100養(yǎng)老院、托老所（日托）bf=100型號(hào)qn=0.70qn=0.30qn=0.36ts=24 、qn=0.70ts=24 、qn=0.70ts=10 、qn=0.30HFRP-1001502002503004001502501015100150501005080L/dL/dL/dL/dL/dL/dL/dL/dL/dL/dL/dL/dL/dL/dL/dL/d0022823191715127752169

24、169282335286047004554538332924154103338338554569551209400683685850443623015550650683681048318114000912510286756654346232760760125102156125271210012166136115100887246130910131013166136208166361281016222182154133118966154131350135022218227822248237402027722719216714711976851616881688277227347277602468

25、0253462842402081841499606452110211034628443434675358403041634028825022117911527732894289441634053341690370104055445438433329423815361031385838585544547115541204935050693567480417368298192612894823482369356788969315051169HFRP-305040605010015020025030020505839L/dL/dL/dL/dL/dL/dL/dL/dL/dL/dL/dL/dL/dL/d

26、L/dL/d002756011951005735240332824203151135013504861463600414912023892011147104816656484053012701270197229271006224181358430162201561219983726084524051405114583139070093352715375452433023418114812510891167760676067217852086001244736171676032440312242198167144121590381028102291672781401659648295568043

27、586416323261223193162012041080210802388893708502074560211945100547335204033272782412025150513503135034861146357025931753149321256791665050441234830125321882168791687960764579460301118903179181508111007806054924173613171225820255202558333369535040149012042389120108146610418076585564824227301027006270

28、0611111192713050186315052986325134183313011008821695602528437633375833758138889115892幼兒園、托兒所（日托）bf=100中餐酒樓bf=5ts=12住宅、宿舍、旅館、賓館、酒店式公寓bf=70 、ts=24辦公教學(xué)樓bf=40商場(chǎng)bf=5 、ts=12體育場(chǎng)（館）bf=5 、ts=4幼兒園、托兒所（日托）bf=100中餐酒樓bf=5ts=12住宅、宿舍、旅館、賓館、酒店式公寓bf=70 、ts=24辦公教學(xué)樓bf=40商場(chǎng)bf=5 、ts=12體育場(chǎng)（館）bf=5 、ts=4型號(hào)ts=10qn=0.30qn=0.

29、36qn=0.70ts10qn=0.30qn=0.36qn=0.102. HFRP-050指V=50m,依此類推。3. HFRP-060、-080、-100總?cè)藬?shù)按-050者依次乘以1.2、1.6和2.0。4. 旅館、賓館客房服務(wù)人數(shù)可按每間房1.5人計(jì)算取整數(shù)。HFRP選用表（二）圖集號(hào)桂10TS202審核 肖睿書校對(duì) 鄧成運(yùn)設(shè)計(jì) 梁佩宇頁7醫(yī)院住院部、療養(yǎng)院、休養(yǎng)所住房部bf=100 、醫(yī)院住院部、療養(yǎng)院、休養(yǎng)所住房部bf=100 、ts=24醫(yī)務(wù)人員bf=40 、ts=8門診部診所bf=40 、ts=12養(yǎng)老院、托老所（全托）bf=100幼兒園、托兒所（全托）bf=100養(yǎng)老院、托老所（

30、日托）bf=100型號(hào)qn=0.70qn=0.30qn=0.36ts=24 、qn=0.70ts=24 、qn=0.70ts=10 、qn=0.30HFRP-1001502002503004001502501015100150501005080L/dL/dL/dL/dL/dL/dL/dL/dL/dL/dL/dL/dL/dL/dL/dL/d0022721171513106542225225272139275843004554335292520130844504505543785511785006826452443830196126675675826411782175128009124967866

31、574529318910131013124961751242631920121651281048876603912521350135016512823316535125601622017013911710180521336180018002201703112204683410202752131741471271006524192251225127521338827558542602534426621718315812581552428132813344266486344731532030412319260220190150978629378734204123195834128776390405

32、504263472932542001304836505045615504267775501169852050687532434366317250163010496312570168753297168714621065HFRP-305040605010015020025030020505839L/dL/dL/dL/dL/dL/dL/dL/dL/dL/dL/dL/dL/dL/dL/dL/d0027858122997455393025211823314618001800648149110041561172458194911179615042364662923601360112963982200623

33、317536862923166118917463546994385401540119444147330093502635530438525017713711294821048658810281022916722099012467351737358463332361821491261091396877108021080238889294660166224689830779544431424319816714518641169144031440351852392880207785851228897445553933042482091812330146218004180046481549110025

34、9727311536012180694491380310262226291218272250522505810196138703011678771843214616832589456372314272349521923086430864107239736650401556116924576194871110786608496419362466029234115241152142985982200501945146230720243591387982760620523453582536545144051440178731122775注：1. 本表ts指說明5.1ts。幼兒園、托兒所（日托）bf=

35、100中餐酒樓bf=5幼兒園、托兒所（日托）bf=100中餐酒樓bf=5ts=12住宅、宿舍、旅館、賓館、酒店式公寓bf=70 、ts=24辦公教學(xué)樓bf=40商場(chǎng)bf=5ts=12體育場(chǎng)（館）bf=5 、ts=4型號(hào)ts=10 、qn=0.30qn=0.36qn=0.70ts10qn=0.30qn=0.36qn=0.103. HFRP-060、-080、-100總?cè)藬?shù)按-050者依次乘以1.2、1.6和2.0。4. 旅館、賓館客房服務(wù)人數(shù)可按每間房1.5人計(jì)算取整數(shù)。HFRP選用表（三）圖集號(hào)審核 肖睿書校對(duì) 鄧成運(yùn)設(shè)計(jì) 梁佩宇頁8醫(yī)院住院部、療養(yǎng)院、休養(yǎng)所住房部bf=100醫(yī)院住院部、療養(yǎng)

36、院、休養(yǎng)所住房部bf=100ts=24醫(yī)務(wù)人員bf=40ts=8門診部診所bf=40ts=12養(yǎng)老院、托老所（全托）bf=100幼兒園、托兒所（全托）bf=100養(yǎng)老院、托老所（日托）bf=100型號(hào)qn=0.70qn=0.30qn=0.36ts=24qn=0.70ts=24qn=0.70ts=10qn=0.30HFRP-1001502002503004001502501015100150501005080L/dL/dL/dL/dL/dL/dL/dL/dL/dL/dL/dL/dL/dL/dL/dL/d00224191614121062401691692419322452390044838322

37、724191238133833848386548104780067258484136291851215065067258977215611700910986726154432781827607601098614610923417601214511596827257370243101310131451151951453112340161931541281099576494324135013501931542601934153120202411921601361199561740516881688241192325241519390025302240199171149119771506211021

38、1030224040630264948803036228823920517914392660728942766362288487362779585040483384319273238190123481038583689483384650483103878005060448039934129823815431012482346116044808126041298975HFRP-305040605010015020025030020505839L/dL/dL/dL/dL/dL/dL/dL/dL/dL/dL/dL/dL/dL/dL/dL/d002675210608654634272319171941

39、301350135048614173004133104212017309369554639343882602701270197228346006200156318025951391038268585158238940514051145831252000930023447703893209155124103887787358460766076218751877901240031163605191278207165137117102116477981028102291672503901653341584806921371276220182156136155210381080210802388893

40、338502066651910600865146434527522819517019391298135031350348611417320258336491325010814580431343285244213242416221687916879607645216503099977915900129776965174123422922552909194723148231488333362598040133210382120017303928690549456390341387925953086430864111111834640501665129826500216281160862686570

41、487426484932443858038580138889104330幼兒園、托兒所（日托）bf=100中餐酒樓bf=5ts=12住宅、宿舍、旅館、賓館、酒店式公寓bf=70ts=24辦公教學(xué)樓bf=40商場(chǎng)bf=5ts=12體育場(chǎng)（館）bf=5幼兒園、托兒所（日托）bf=100中餐酒樓bf=5ts=12住宅、宿舍、旅館、賓館、酒店式公寓bf=70ts=24辦公教學(xué)樓bf=40商場(chǎng)bf=5ts=12體育場(chǎng)（館）bf=5ts=4型號(hào)ts=10qn=0.30qn=0.36qn=0.70ts10qn=0.30qn=0.36qn=0.102.HFRP-050指V=50m,依此類推。3. HFRP-0

42、60、-080、-100總?cè)藬?shù)按-050者依次乘以1.2、1.6和2.0。4. 旅館、賓館客房服務(wù)人數(shù)可按每間房1.5人計(jì)算取整數(shù)。HFRP選用表（四）圖集號(hào)桂10TS202審核 肖睿書校對(duì) 鄧成運(yùn)設(shè)計(jì) 梁佩宇頁9污水單獨(dú)排入HFRP服務(wù)總?cè)藬?shù)表型號(hào)HFRP-002004006009012016020025030040050污水停留時(shí)間tw(h)醫(yī)院住院部bf=100ts=24qn=0.40醫(yī)務(wù)人員bf=40 、ts=8qn=0.20門診部診所bf=40ts=12qn=0.23住宅、賓館、公寓bf=70ts=24qn=0.40辦公教學(xué)樓bf=40 、ts10qn=0.2090d120d180d

43、90d120d180d90d120d180d90d120d180d90d120d180d981614190d120d180d90d120d180d90d120d180d90d120d180d90d120d180d98161413512922033212641761168758351292203128161413102632022872411761158758310263202916212281701583405643528352231174116701583405121611228162052640457448235223117411662052640492431821221052875608

44、964793528347260174105287560812242182122929789605860723528346260174929789605936527318215771312911144611897935213912601577131291112363273182139411839081290108479351939126013941183908948636524321031750121519281585105769452134721031750121512484365243185915771211172114461057692521347185915771211964848632

45、428042333162025712114140992669446328042333162012646486324247821031614229419281409922694463247821031614981060840535052916202532132642176111578685793505291620251280760840530982629201828682410176111538685793098262920189101376050643813645253240163302220214471085723438136452532121009760506387232862522358

46、530122202144110857233872328625229131010426945258437432744820397429421871148899252584374327412121198269446473943302743013615274017301403992464739433027917461389926701058334366642652993922247519841323701058334366121614131092661965258403657354820365323061871132361965258403692183173611578763729154578033

47、66234903311824801653876372915457122018163711577745657250447169602545672883233916537745657250442. HFRP-050指V=50m,依此類推。3. HFRP-060、-080、-100總?cè)藬?shù)按-050者依次乘以1.2、1.6和2.0。4. 賓館客房服務(wù)人數(shù)可按每間房1.5人計(jì)算取整數(shù)。審核 肖睿書HFRP選用表（五）校對(duì) 鄧成運(yùn)設(shè)計(jì) 梁佩宇頁桂10TS20210污水單獨(dú)排入HFRP服務(wù)總?cè)藬?shù)表型號(hào)HFRP-002004006009012016020025030040050污水停留時(shí)間tw(h)醫(yī)院住院部

48、bf=100ts=24qn=0.40醫(yī)務(wù)人員bf=40ts=8qn=0.20門診部診所bf=40ts=12qn=0.23住宅、賓館、公寓bf=70ts=24qn=0.40辦公教學(xué)樓 bf=40ts10qn=0.2090d120d180d90d120d180d90d120d180d90d120d180d90d120d180d90d120d180d90d120d180d90d120d180d187058412512201752362041611008358251220175246253402121891552011771438975582121891551814011781503439351472

49、408321200167116503439351241241058142337731040135428717715011542337731018210175122754659526708612482300250174754659526241861581216355664656025314302662251736355664651831526218211319887891062918723451375260113198878924279237182952848697902797645398338259952848697184213502431508131810521416122596460150

50、034715081318105224372315242126911619291203106286053145134612691131929185614673242011175714021888163312858016674632011175714022449642132316921508123916041416114770860146116921508123918701583405251421961753236020411607100183357925142196175324620526404211518851549200517701434885751577211518851549188767

51、295063142274521912950255120081252104272331422745219124774657504264423571936250622131792110693972126442357193618105287565537713294262935403061241015021250936377132942629249297896053173282823233008265521511328112786531732828232318140211678735028439235054720408232132003166612475028439235052412391052807

52、4230377130984010354028681770150211534230377130981817531458109162855490438159005102401625042083155962855490438124154913141009528847133872501344253585221318781441528847133872。2.HFRP-050指V=50m,依此類推。3.HFRP-060、-080、-100總?cè)藬?shù)按-050者依次乘以1.2、1.6和2.0。賓館客房服務(wù)人數(shù)可按每間房1.5人計(jì)算取整數(shù)。審核 肖睿書HFRP選用表（六）校對(duì) 鄧成運(yùn)設(shè)計(jì) 梁佩宇圖集號(hào)桂10TS2

53、02頁112001884.002001884.000.01040.75640.04163.003703572.052502360.0113.000.01930.78440.0743.00802540.572940.550.03170.83350.1153.01248626.143003002.500.03350.84360.1203.01223225.102502363.000.0240.97290.0743.00537340.572943000.0090.552.500.0391.02220.1153.01166426.143000.0411.03210.1192.99149425.1029

54、43000.602.000.0400.94210.1283.01126523.513000.0420.95200.1333.00113622.583924000.650.540.0500.60130.2462.96215.212.04進(jìn)口或范圍DN/IDD粗糙系數(shù)充滿度IQvIQv1000BKminminmin333C出口段屬性（mm）（mm）n=h/D()（m3/s）（m/s）()（m3/s）（m/s）（s2 /m6 ）（1/m 2）1601505.000.00640.72870.02653.00123489113.2進(jìn)口段小口徑出口段小口徑小區(qū)以內(nèi)0.50出口段小出口段小區(qū)以500大外60

55、0中屬小口于市700徑政8009004000.530.0520.60130.2593.00193.211.574900.390.0850.609.60.4243.0153.417.0935000.380.0890.619.30.4403.0047.956.8125880.300.1220.607.50.6093.0020.204.9266000.0090.290.1270.607.30.6343.0018.144.7316730.250.1600.606.30.8003.019.8313.7606880.700.250.1690.616.10.8353.008.7403.5987000.240

56、.1730.606.00.8673.017.9703.4767850.210.2200.615.11.0863.004.3252.7648000.200.2260.605.01.1313.013.9102.6618850.180.2800.614.41.3883.022.2822.1749000.170.2860.604.21.4182.982.0862.102注：1. I 、Q 、v 依次為最小I、Q、v的控制值；minminminI 、Q 、v 為流速約3m/s的對(duì)應(yīng)I、Q、v值。3332. I=1000BQ（），v=K Q（m/s）。C審核 肖睿書HFRP選用表（七）校對(duì) 鄧成運(yùn)設(shè)計(jì) 梁

57、佩宇頁桂10TS20212HFRP規(guī)格選用表型號(hào)HFRP直徑LL1L2L3HH1H2H3生物填料箱過水洞D箱厚T封頭弦高H4-002120022001100550550900850540900400200250-0041200390019501000950900850540900400200250-00615003700185095090012001150720900400200250-00918003700185095090015001450900900400200300-0121800490024501250120015001450900900500250300-0162300400020

58、0010001000200019501200900500250350-02023005100255013001250200019501200900500250350-02523006200310015501550200019501200900500250350-03025006300315016001550220021501540900500250400-04028007000350017501750250024501750900500300500-05028008600430021502150250024501750900500300500-0602500263002315016001550

59、220021501540900500250400-0802800270002350017501750250024501750900500300500-1002800286002430021502150250024501750900500300500HFRP最小基坑尺寸表型號(hào)HFRP最小基坑尺寸長(zhǎng)寬型號(hào)HFRP直徑最小基坑尺寸長(zhǎng)寬-002120027001900-040280080003800說明：-004120045001900-0502800960038001.基坑開挖時(shí)需根據(jù)工程地質(zhì)情況確定放坡角度3050。-006150047002200-060（并）25002730065002.基坑應(yīng)

60、夯實(shí)，地基承載力特征值f1kPa。-009180048002500-080（并）28002800071003.HFRP規(guī)格選用表附屬于第14頁。-012180058002500-100（并）28002960071004.HFRP-060100最小基坑尺寸附屬于第2628頁。-016230048003000-060（分）25002141003500-020230060003000-080（分）28002155007300-025230070003000-100（分）28002187007300-030250073003500-060（并）或（分）是指-030兩個(gè)并聯(lián)或分體HFRP選用表（八）審核