橡膠壩設(shè)計(jì)規(guī)范_第1頁
橡膠壩設(shè)計(jì)規(guī)范_第2頁
橡膠壩設(shè)計(jì)規(guī)范_第3頁
橡膠壩設(shè)計(jì)規(guī)范_第4頁
橡膠壩設(shè)計(jì)規(guī)范_第5頁
已閱讀5頁,還剩65頁未讀, 繼續(xù)免費(fèi)閱讀

下載本文檔

版權(quán)說明:本文檔由用戶提供并上傳,收益歸屬內(nèi)容提供方,若內(nèi)容存在侵權(quán),請(qǐng)進(jìn)行舉報(bào)或認(rèn)領(lǐng)

文檔簡介

中華人民共和國行業(yè)標(biāo)準(zhǔn)橡膠壩技術(shù)規(guī)范TechnicalStandardofRubberDamSL227-98前言為適應(yīng)推廣應(yīng)用橡膠壩工程的迫切要求,使橡膠壩工程建設(shè)和管理有章可循,1995年11月水利部農(nóng)村水利司下達(dá)了《關(guān)于開展(橡膠壩技術(shù)規(guī)范)編制工作的通知》。在水利部農(nóng)村水利司的主持下,編寫組立即開始工作,1996年6月完成初稿并召開了編寫工作會(huì)議,1996年8月完成征求意見稿,在廣泛征求意見補(bǔ)充修改后,于1997年10月完成送審稿,并于1998年2月召開審查會(huì)議,通過了專家審查。SL227-98《橡膠壩技術(shù)規(guī)范》分總則、工程規(guī)劃、工程設(shè)計(jì)、施工安裝、運(yùn)行管理,共5章99條和5個(gè)附錄。它在總結(jié)我國橡膠壩工程建設(shè)經(jīng)驗(yàn)基礎(chǔ)上,參考并吸收了國外橡膠壩工程建設(shè)的先進(jìn)技術(shù),內(nèi)容全面,技術(shù)先進(jìn)、成熟,達(dá)到國際先進(jìn)水平,可以指導(dǎo)今后橡膠壩工程建設(shè)。它所制定的技術(shù)指標(biāo)合理準(zhǔn)確,具有可操作性,并與相關(guān)技術(shù)規(guī)范協(xié)調(diào)配套。本規(guī)范解釋單位:

主編單位:參編單位:水利部農(nóng)村水利司中國水利水電科學(xué)研究院淮河水利委員會(huì)規(guī)劃設(shè)計(jì)院、四川省水利水電勘測設(shè)計(jì)院、廣東省水利水電勘測設(shè)計(jì)研究院、北京市水利規(guī)劃設(shè)計(jì)研究院1總則為使橡膠壩工程建設(shè)和管理做到安全可靠、技術(shù)先進(jìn)、經(jīng)濟(jì)合理、確保質(zhì)量、使用方便、美化環(huán)境、合理開發(fā)利用水資源,特制定本規(guī)范。本規(guī)范適用于壩高5m及其以下的袋式橡膠壩工程。壩高超過5m或特殊用途時(shí)應(yīng)進(jìn)行專門的技術(shù)論證和試驗(yàn)研究。獵1.悅0.永3抵橡膠煮壩工巡程的皆建設(shè)兵程序揉,應(yīng)同按基產(chǎn)本建幼設(shè)程童序辦矛理;另如規(guī)勤模較右小,潮建設(shè)錦程序放可以困簡化啄。于1.沙0.喘4忠橡膠懷壩工攏程的通建設(shè)殿和管已理,扣除執(zhí)裝行本勇規(guī)范評(píng)外,攤還應(yīng)陪符合婦現(xiàn)行遞有關(guān)競標(biāo)準(zhǔn)兵和規(guī)亦范的互規(guī)定車。端2繪工程吃規(guī)劃稍2.漁1基廉本資按料恰2.跌1.當(dāng)1炎應(yīng)搜縫集、扛整理敢、分槐析研南究和敢掌握盡建壩拆地區(qū)值的地稠形、匹氣象括、水蒜文、惕工程少地質(zhì)故、水潔文地駱質(zhì)、盯內(nèi)外海交通拐、流躬域臘(或燕地區(qū)擋)水簽利綜麥合利線用規(guī)嶄劃、睜社會(huì)知經(jīng)濟(jì)抓和環(huán)籃境評(píng)隸價(jià)等燒基本名資料饑。曉2.察1.黨2多地形絮資料結(jié)應(yīng)包無括工挺程規(guī)勉劃區(qū)模域地犁形圖常、壩走址地恭形圖練、回草水區(qū)更域地服形圖嘆、河響道縱忙橫斷測面圖泰等;滿測量至范圍粉應(yīng)根冷據(jù)工羊程任涉務(wù)和掌規(guī)模透確定漆,各抱種圖匹的比謝例尺模應(yīng)符則合有藍(lán)關(guān)規(guī)賄范要燕求。船2.漢1.壤3伐水文妻氣象濕資料描應(yīng)包淚括流蠟域概忙況和腐河道息特征層、壩熟址河跌段的售洪件(枯遠(yuǎn))水判流量戚、含志沙量倦、冰答情、皂水質(zhì)罰、漂雪浮物徒以及扮氣溫辭、降戶水、造蒸發(fā)犧、濕慨度、勺風(fēng)力凝、風(fēng)永向、檔日照免、冰頭凍期鄭、凍距土深理、潮結(jié)汐等三。茶2.符1.劇4槽工程鞠地質(zhì)土和水監(jiān)文地會(huì)質(zhì)資券料,學(xué)按《企中小介型水訪利水的電工膚程地健質(zhì)勘庭察規(guī)煤范》唯(S妥L5攔5—尚93雄)要濃求進(jìn)胃行必有要的屆地質(zhì)??辈靿喂ぷ魑ǎ瑧?yīng)亡有壩紛址地想質(zhì)縱民橫斷韻面圖糾、地川基和柄天然漂建筑燈材料杯的物枯理力煌學(xué)指費(fèi)標(biāo)、胸地下通水位顏、比港降、漠水質(zhì)北等資睜料。漆2.仁1.映5撲應(yīng)搜臣集有冠關(guān)橡緒膠壩他袋生陰產(chǎn)廠濕家產(chǎn)注品、坊規(guī)格蒙以及攀已建唯橡膠賞壩工有程資倉料。歌2.跡2壩湊址選脹擇慧2.逆2.潔1午應(yīng)根攤據(jù)橡涂膠壩占特點(diǎn)粥和運(yùn)咐用要糊求?;锞C合緒考慮美地形湯、地榜質(zhì)、匠水流畝、泥滾沙、布環(huán)境酬影響送等因因素,該經(jīng)過旦技術(shù)倉經(jīng)濟(jì)純比較緊后確師定壩集址。擊2.薪2.怠2晝壩址撈宜選航在河怖段相攝對(duì)順怠直、敲水流摸流態(tài)競平順探及岸花坡穩(wěn)弱定的掏河段辮;不塵宜選等在沖掠刷和遼淤積澇變化責(zé)大、再斷面瘦變化擦頻繁燦的河門段。編2.負(fù)2.陪3雕壩址井選擇撤應(yīng)考愉慮施軋工導(dǎo)徹流、街交通吊運(yùn)輸遵、供付水供莫電、貿(mào)運(yùn)行買管理腿、壩誦袋檢及修等草條件騾。咱2.匆2.殊4喂壩址楊選擇殺應(yīng)有核利于廁樞紐捉工程受總體定布置悅。重鴨要工他程應(yīng)劈有水曬工模米型試走驗(yàn)論顏?zhàn)C。遼2.眼3工娛程規(guī)緊模及料樞紐件布置饞2.麗3.籃1抄工程踐規(guī)模鋸應(yīng)根捎據(jù)水誤文水絹利計(jì)損算研惹究確牢定。困2.佳3.爭2畜工程贈(zèng)布置嚼宜包講括土佳建、襖壩體著、充稀排和零安全澡觀測廳系統(tǒng)責(zé)等。驗(yàn)應(yīng)做鈔到布思局合恨理、物結(jié)構(gòu)歡簡單亡、安農(nóng)全可錘靠、妹運(yùn)行團(tuán)方便罷、造嫁型美球觀。畏壩軸都線應(yīng)橋與壩弱址處弊河段截水流尼方向顆相垂鞋直。艇2.晚3.椅3肌壩長鉆應(yīng)與符河驅(qū)(渠鮮)寬籌度相擱適應(yīng)賠,坍演壩時(shí)簽應(yīng)能量滿足助河道研設(shè)計(jì)轟行洪梯要求鉛,單么跨壩棉長度蘿應(yīng)滿勒足壩動(dòng)袋制潔造、潮運(yùn)輸霧、安積裝、高檢修再以及代管理舞要求彩。魔2.托3.惜4帶取水尺工程掙應(yīng)保打證進(jìn)瑞水口斬取水薦和防挺沙的胃可靠款性。舅2.浙3.斗5鑰壩袋痛設(shè)計(jì)軟高度莊應(yīng)根造據(jù)工魔程規(guī)足劃,似滿足染綜合馬用水雹要求懶確定板。壩忠頂高呢程宜年高于阻上游懸正常圍水位抹0.考1~逼0.帖2m換,壩敲頂泄妄洪能頌力可尾按附真錄A固計(jì)算緒。儀2.梳3.窮6續(xù)壩底蟲板尺半寸布在置應(yīng)者包括黃壩底單板高圍程、揉厚度晌及順穿水流忍方向而上寬鞋度等企。壓1認(rèn)壩定底板耍高程糧應(yīng)根皮據(jù)地謠形、屢地質(zhì)借、水徐位、形流量庸、泥傅沙、斗施工習(xí)及檢果修條洋件等典確定袖,宜撲比上靈游河洽床地芽形平謀均高起程適胸當(dāng)提火高宜0.臘2~斷0樸.4邪m治。我2忽壩碰底板習(xí)厚度豐應(yīng)滿車足充摔排水帳(氣做)管場路及姐錨固蛋結(jié)構(gòu)獄布置剖要求底。眾3杰順穴水流癢方向漏的壩埋底板膨?qū)挾葦U(kuò)應(yīng)按律照壩饅袋坍桑平寬迎度以涼及安卵裝和泄檢修氧的要渠求確殃定。鍬2.次3.奉7蟲防滲吃排水阿布置針應(yīng)根獲據(jù)壩膝基地托質(zhì)條看件和植壩上久、下搬游水剛位差兼等因配素,故結(jié)合慚底板峰、消湯能和眼兩岸粱布置喂綜合遲考慮蘆,構(gòu)訓(xùn)成完鴨整的丟防滲弦排水滾系統(tǒng)炊。摘朋承受披雙向吩水頭真的橡究膠壩懶,其養(yǎng)防滲側(cè)排水源布置淋應(yīng)以薄水位供差較寒大的醒一方冰為控泉制條光件,紡合理糞選擇缸雙向砍布置緩形式排。德弟擬定逮壩基須防滲朝長度盤的方鑰法可遷參照?!端陂l設(shè)妻計(jì)規(guī)捐范》柿進(jìn)行蔥。娛2.慮3.王8仰消能息防沖膜設(shè)施旺的布慌置,翻應(yīng)根懼據(jù)地?zé)熁橹菦r、濕運(yùn)行尚工況千等因枝素確隱定。望2.浸3.壇9斃壩袋股與兩釘岸連廊接布證置,豈應(yīng)使它過壩揚(yáng)水流鴉平順鐮。上柏、下暗游翼鐮墻與鹿岸墻牽兩端友應(yīng)平位順連恥接,科其順數(shù)水流都方向蹤的長扭度應(yīng)繞根據(jù)付水流光和地勵(lì)質(zhì)條許件確燒定。虎邊墻集頂高甩程應(yīng)救根據(jù)喇校核率洪水佳位加患安全陡超高歪確定具。呢2.游3.妖10果壩袋緩充排四控制另設(shè)備閣及安愁全觀猾測裝座置均釋應(yīng)設(shè)賠在控才制室福內(nèi),描控制溝室布矮置應(yīng)蓄考慮董運(yùn)行元管理刊方便滴,嚴(yán)玉寒或寒潮濕撫地區(qū)眠應(yīng)有喂防凍主、防譯潮措翼施,市2.濕3.沾11套多跨哈橡膠捐壩之?dāng)D間應(yīng)泥設(shè)隔快墩,坡墩高閃應(yīng)不炕小于為壩頂享溢流中水頭棋,墩灰長應(yīng)諸大于魄壩袋艘工作根狀態(tài)謎時(shí)的連長度幟。碎2.堅(jiān)3.寇12擁在枯識(shí)水期漢流量恒較大害河流虛上的蘭橡膠隨壩工罰程,詠應(yīng)考貿(mào)慮檢籠修時(shí)恐的導(dǎo)性流方行式。咽2.揪4環(huán)呈境及廈經(jīng)濟(jì)開評(píng)價(jià)蹤2.喬4.膏1夜修建幕橡膠今壩工膚程對(duì)彩生態(tài)呈環(huán)境艇和社鞏會(huì)環(huán)皮境的汗影響雁應(yīng)參趙照《虛水利櫻水電脊工程既環(huán)境建影響徒評(píng)價(jià)增規(guī)范齒》的眉要求詳進(jìn)行涂必要泄的分踢析和提評(píng)價(jià)賢,對(duì)湊不利縫影響持提出喇防范隆措施肅。盡2.倒4.木2暑橡膠呼壩工起程建仍設(shè)應(yīng)民按照墻《水棉利建垃設(shè)項(xiàng)造目經(jīng)懂濟(jì)評(píng)凝價(jià)規(guī)敬范》街(S罷L7否2—晃94助)進(jìn)牢行經(jīng)鄭濟(jì)效搜益分跨析,巷評(píng)價(jià)厭項(xiàng)目匙的經(jīng)遮濟(jì)合慚理性五和財(cái)熱務(wù)可嗽行性籠,侮3疊工程臂設(shè)計(jì)戲3.乘1壩顛袋在3.腰1.疾1孕壩袋紫按充桌脹介漢質(zhì)可繁分為壯充水先式、換充氣告式。鋒應(yīng)按棍運(yùn)用哈要求蕉、工該作條虎件經(jīng)否技術(shù)庸經(jīng)濟(jì)漲比較望后確提定。倚3.翻1.徹2立壩體枝布置遲可采馳用單網(wǎng)跨式緣或多浪跨式援。絞3.便1.產(chǎn)3滾作用賭在壩土袋上習(xí)的主耐要設(shè)甚計(jì)荷恨載為除壩袋惠外的繞靜水傷壓力看和壩織袋內(nèi)嘆的充跨水紡(氣堅(jiān))壓久力。爽3.喇1.姑4漿設(shè)計(jì)厭內(nèi)外憶壓比貸α叼值的如選用灑應(yīng)經(jīng)君技術(shù)江經(jīng)濟(jì)探比較鄭后確對(duì)定。投充水妻橡膠苦壩內(nèi)界外壓艙比值忠宜選獅用嚴(yán)1.能25旗~1劣.6蝶0;伶充氣憲橡膠掉壩內(nèi)吃外壓煩比值走宜選如用0股.7旦5~愁1.圓10遣。僵3.讀1.何5誘壩袋叫強(qiáng)度齡設(shè)計(jì)艇安全忽系數(shù)都充水招壩應(yīng)史不小頂于牲6.庫0,勺充氣汁壩應(yīng)澤不小狠于8飲.0杏。軟3.耳1.稀6織壩袋困袋壁尾承受凡的徑灘向拉綠力應(yīng)相根據(jù)咬薄膜筍理論叔按平犬面問狠題計(jì)霞算。銅渣壩袋綿袋壁佩強(qiáng)度桃、壩懂袋橫途斷面伴形狀鋒、尺踩寸及薯壩體半充脹購容積碧的計(jì)憤算,運(yùn)可按助附錄遭B進(jìn)膝行。賠3.立1.淺7冬壩袋曬膠布罰除必鍬須滿陜足強(qiáng)腐度要死求外訪,還娘應(yīng)具悔有耐爬老化鍬、耐同腐蝕占、耐耳磨損南、抗己沖擊胸、抗寺屈撓帝、耐梢水、莫耐寒師等性歸能。森壩袋紛使用逗的膠餅布應(yīng)險(xiǎn)符合倡附錄晶C的價(jià)技術(shù)男要求售。頂3.漲2錨息固結(jié)考構(gòu)艷3.削2.兄1止錨固艙結(jié)構(gòu)挖型式裙可分骨為螺唉栓壓他板錨逮固、賠楔塊景擠壓備錨固勝以及規(guī)膠囊該充水懷錨固咽三種突。應(yīng)烈根據(jù)勤工程愁規(guī)模浮、加迫工條忠件、慧耐久死性、植施工擁、維損修等衰條件晚,經(jīng)雞過綜呼合經(jīng)暴濟(jì)比緞?shì)^后頭選用栽。錨蒼固結(jié)筋構(gòu)可觸按附拐錄斗D計(jì)拍算。眾3.袖2.慧2詞錨固繼構(gòu)件繳必須井滿足葡強(qiáng)度曾與耐砌久性腿的要莊求。墓3.俘2.甜3差錨固補(bǔ)線布涼置分柏單錨也固線濤和雙宗錨固災(zāi)線兩怕種。趕采用廁岸墻痕錨固順線布證置的初工程悠應(yīng)滿嘩足坍置壩時(shí)灘壩袋勉平整糊不阻挖水,濁充壩掀時(shí)壩庫袋格深皺較猶少的即要求研。非3.株2.贏4課對(duì)于柴重要云的橡除膠壩軟工程壟,應(yīng)襲做專鹽門的湯錨固師結(jié)構(gòu)蜻試驗(yàn)仗。決3.黃3控彩制系以統(tǒng)雄3.斤3.個(gè)1釘壩袋蠟的充辰脹與幣排放御所需豬時(shí)間健必須鋸與工兆程的謎運(yùn)用樂要求晃相適耕應(yīng)。熄3.濁3.溫2捕壩袋晉的充必排有駐動(dòng)力宴式和滲混合梳式?;钁?yīng)根飛據(jù)工顫程現(xiàn)股場條喊件和盤使用訓(xùn)要求挽等確綁定。武3.努3.叛3慰充水鞋壩的陳充水醒水源全應(yīng)水警質(zhì)潔估凈。稻3.匠3.盼4購充徘帥系統(tǒng)賊的設(shè)色計(jì)包受括動(dòng)毅力設(shè)倚備、哪管路雅、進(jìn)晴出水撕(氣悟)口賣裝置主等。屢1筑動(dòng)陷力設(shè)辮備的企設(shè)計(jì)信應(yīng)根喂據(jù)工蔑程情酒況、緒運(yùn)用嗎管理碑的可櫻靠性冊(cè)、操攏作方疲便等籠因素代,經(jīng)尚濟(jì)合沉理地常選用掘水泵禁或空就壓機(jī)攪的容賠量及哭臺(tái)數(shù)狗。重晶要的棕橡膠右壩工假程應(yīng)付配置誰備用威動(dòng)力銅設(shè)備識(shí)。紡2捉管護(hù)路設(shè)第計(jì)應(yīng)嶺與充享、排燙水呆(氣父)時(shí)式間相北適應(yīng)憑,做歌到布奉置合架理、設(shè)運(yùn)行篩可靠錫及維盲修方嚷便,延具有格足夠倍的充夕排能料力。渠3圾充斧水壩鴿袋內(nèi)覺的克痕(排挖)水套口宜陵設(shè)置列兩個(gè)攻水帽酷,出涼口位架置應(yīng)很放在毫能排狀盡水戶(氣褲)的氏地方朱并在棉壩內(nèi)漿設(shè)置閃導(dǎo)水唇(氣錯(cuò))裝百置。銳4糾寒廳冷地角區(qū)管倉路埋雁設(shè)應(yīng)膀滿足罵防凍衫要求子。佛3.單4安沿全與交觀測葡設(shè)備蓮3.吃4.趴1已安全職設(shè)備舉設(shè)置肺應(yīng)滿跑足下揀列要滅求:佛1蝶充毒水壩司設(shè)置差安全炮溢流杜設(shè)備教和排鑰氣閥共,壩岸袋內(nèi)臟壓不列超過什設(shè)計(jì)獨(dú)值;您排氣感閥裝或設(shè)在放壩袋賴兩端辨頂部退。泊2扔充連氣壩非設(shè)置莖安全譜閥、于水封計(jì)管或桐U壤形管穩(wěn)等充抖氣壓悅力監(jiān)問測設(shè)安備。捷3裂對(duì)判建在健山區(qū)患河道圖、溢選流壩優(yōu)上或純有突輔發(fā)洪紛水情許況出銀現(xiàn)的槳充水徹式橡牧膠壩調(diào),宜巴設(shè)自嫩動(dòng)坍惹壩裝爹置。散3.犬4.掘2達(dá)觀測擦裝置管設(shè)置斜宜滿慢足下母列要蓋求:徒1換胞橡膠塑壩上飯、下補(bǔ)游水秘位觀車測,趣設(shè)置誦連通鍬管或塑水位懷標(biāo)尺往,必會(huì)要時(shí)深亦可濱采用臘水位債傳感吵器。掌存2賴朋壩袋英內(nèi)壓茂力觀陰測設(shè)混置,秀充水峽壩采央用壩書內(nèi)連學(xué)通管掏;充趣氣壩機(jī)安裝受壓力斷表,枝對(duì)重土要工悅程應(yīng)鼠安裝領(lǐng)自動(dòng)床監(jiān)測瞎設(shè)備象。爪向3生尸土建冊(cè)工程杰觀測災(zāi)設(shè)計(jì)倉可參炎照《遼水閘頌設(shè)計(jì)生規(guī)范酒》的姓規(guī)定拉進(jìn)行四。蚊3.噴5土饒建工誦程洞3.澆5.甘1愚橡膠棵壩土沃建工止程應(yīng)燙包括盯基礎(chǔ)朋底板液、邊博墩制(岸辛墻)渴、中信墩(初多跨付式)辟、上桑下游埋翼墻乎、上原下游性護(hù)坡匪、上廟游防窮滲鋪質(zhì)蓋或綠截滲離墻、雄下游撫消力除池、筆海漫伶等。吵3.辨5.趁2評(píng)土建搶工程柱設(shè)計(jì)死,應(yīng)鋼根據(jù)彎壩的裳設(shè)計(jì)很條件鍬,使悉建筑酒物滿民足強(qiáng)痕度、樓防滲挖及地獻(xiàn)基穩(wěn)扮定的擱要求是。嫂3.芹5.職3塞作用包在橡繪膠壩以上的奔設(shè)計(jì)械荷載秤可分上為基奔本荷討載和盲特殊單荷載砍兩類森。學(xué)1呼基拾本荷莫載:巨結(jié)構(gòu)長自重穴、水昏重、隨正常月?lián)跛廖换蚋G壩頂糠溢流扭水位院時(shí)的斑靜水?dāng)噳毫α?、揚(yáng)垃壓力嶼(包祖括浮師托力拐和滲鍵透壓舒力)爪、土移壓力爺、泥包沙壓座力等競2望特洗殊荷毯載:祥地震悟荷載和及溫杜度荷甚載等檔。虜3.吸5.個(gè)4鞭壩底寇板、串岸墻礎(chǔ)(中賞墩)劈應(yīng)根演據(jù)地尼基條吧件、勒壩高淋及上匆、下對(duì)游水弟位差斥等確盛定其箭地下脖輪廓稻尺寸掛。其盯應(yīng)力門分析娘應(yīng)根未據(jù)不唯同的嗓地基遺條件超,參端照其蔽它規(guī)跪范進(jìn)千行計(jì)社算;趕穩(wěn)定升計(jì)算泛可只搞作防踐滲、德抗滑帥動(dòng)計(jì)疫算。防3.胡5.窯5那橡膠喬壩應(yīng)游盡量辰建在幼天然電地基鄭上;悉對(duì)建藍(lán)在較漸弱地踩基上葡的橡趕膠壩砌應(yīng)進(jìn)饒行基冤礎(chǔ)處恢理。架3.摸5.攤6累上、送下游道護(hù)坡蠢工程邁應(yīng)根松據(jù)河移岸土脂質(zhì)及污水流良流態(tài)興分別鉆驗(yàn)算憂邊坡杜穩(wěn)定開及抗蜻沖能箏力。式護(hù)坡另長度善應(yīng)大善于河腔底防宰護(hù)的江范圍皂。恨3.釋5.意7節(jié)消力改池畜(護(hù)餐坦)蹲、海倆漫、溝鋪蓋滋除應(yīng)疫滿足畫消能難防沖椒外,販還應(yīng)銜考慮羅減輕爛和防贊止壩薪袋振孕動(dòng)。列對(duì)經(jīng)味常溢徹流的孔橡膠糾壩工氣程,珠宜設(shè)懂陡坡憲段與氏下游狹消力紫池(眾護(hù)坦匙)銜精接。貌應(yīng)根惰據(jù)運(yùn)菊用條斷件選漿擇最著不利上的水虎位和失流量鞋組合嬌進(jìn)行勵(lì)消能怠防沖瓜計(jì)算謎。繭3.香5.磁8鹽充氣巡橡膠映壩的仰消能替防沖案計(jì)算都,應(yīng)雷考慮耀坍壩番時(shí)壩遙袋出型現(xiàn)凹奸口引覆起單圾寬流批量增食大的賣因素?fù)?。裝3.嘩5.遠(yuǎn)9蘋控制嗽室應(yīng)誕滿足寒機(jī)電救設(shè)備巷布置還和操橋作運(yùn)例行及曬管理帆需要無,室餓內(nèi)地辟面高逝程應(yīng)武高于樹校核導(dǎo)洪水彈位。哄地下?lián)舯梅葵}應(yīng)作盼防滲釘、防擾潮處糠理。疑3.翼5.搖10連在已晝建攔滑河壩使頂或窮溢洪虧道上告加建枝橡膠陰壩時(shí)鉗,應(yīng)拉對(duì)原邁工程協(xié)抬高屠水位霸后進(jìn)姥行穩(wěn)洋定及拿應(yīng)力在校核艘,并而應(yīng)考建慮上浙游淹墨沒影啟響和虜不得秩降低分原有粱防洪勢(shì)標(biāo)準(zhǔn)榆。酬3.阿5.本11攏采用條堵頭巷式錨櫻固的撞橡膠安壩應(yīng)象采取辛有效窮措施總防止?jié)姸瞬繆Z坍肩苗。舊4都施工蠟安裝場4.秀1一泉般規(guī)刺定稠4.足1.悅1頁橡膠波壩工緩程建砌設(shè)應(yīng)削按有塵關(guān)水閘利基補(bǔ)建規(guī)羽定和醒程序況,作充好招主標(biāo)、掃投標(biāo)嗽、建辦設(shè)監(jiān)秤理等輝工作匪。填4.慌1.魄2稀施工堆前應(yīng)嗓根據(jù)慮批準(zhǔn)制的設(shè)鮮計(jì)文芳件司(包茶括施盤工組慎織設(shè)期計(jì)和孕工程尾概算危)和喜有關(guān)隔規(guī)范打,編鎖制詳坊細(xì)的堵施工鹿計(jì)劃謝,做久到技滅術(shù)先始進(jìn)和煙經(jīng)濟(jì)葛合理扇,確爹保施懂工進(jìn)甘度和抖工程掀質(zhì)量糖。堵4.圈1.胃3稅施工甘場地罷布置頌應(yīng)做椒到合庸理布君局,魚施工投方便摟,確拘保安俗全,將力求顯節(jié)約遷。協(xié)4.貴1.雙4偶橡膠既壩袋姻必須爭進(jìn)行呀專門似的質(zhì)擠量檢栽驗(yàn)。怒4.棗1.贊5弱壩袋釘安裝版必須墻保證震對(duì)充乳脹介寇質(zhì)的蜘密封任性。成4.何1.清6嶄橡膠啊壩施蔬工中黎必須君加強(qiáng)靜質(zhì)量探管理狐,應(yīng)忠建立西質(zhì)量薯保證卷體系棕和質(zhì)譯量檢拉查體鴨系,招確保符施工弦質(zhì)量怨。伏4.澇2土呆建工屯程施程工鞋4.蒼2.柱1艇土建涉工程腥施工花可包匙括下長列主殼要項(xiàng)封目:虧1役基蹦坑開飾挖,紫控制宅及觀猜測系菜統(tǒng)管琴道理京設(shè)。妻2劃澆陶筑混昆凝土初底板福、錨汽固槽釘或預(yù)等埋錨膠固螺使栓;銜錨因?yàn)?zāi)件制滅作。丹3撐修運(yùn)筑岸于墻和毫防滲慨、防生沖設(shè)岡施及俘其它在安全姐保護(hù)裹措施交。疼4習(xí)控撤制室炮。娃洽以上凈各項(xiàng)帥施工斃應(yīng)符茂合有規(guī)關(guān)標(biāo)膀準(zhǔn)規(guī)幟范的乒技術(shù)肺要求吼。推4.仰2.假2繞壩袋束與基摔礎(chǔ)底桿板和適岸墻伸(中凱墩)兵接觸屋部位奮的表艦面必售須平烈整光膏滑。合4.較2.稈3芝采用縣螺栓舌壓板婚錨固往的,浮其螺萌拴間辨距和懸埋深頂均應(yīng)卸符合淚設(shè)計(jì)蛛要求汪。采險(xiǎn)用楔座塊或錄膠愛洲充水匆錢因透的,聽其錨壁固槽激的槽溝口、頭槽壁漲和槽簡底線述應(yīng)順盒直平繩整。尾1岸工競程驗(yàn)終收前缸,應(yīng)系由施祥工單異位負(fù)陷責(zé)管現(xiàn)理維誓護(hù)。奇2畝對(duì)杠工程烤施工漸遺留認(rèn)問題岸,施陶工單武位必頸須認(rèn)蕉真加詠以處顧理,節(jié)并在盤驗(yàn)收希前完部成。傾3昌工篇程竣討工后徐,建魄設(shè)單馬位應(yīng)罪及時(shí)攜組織望驗(yàn)收有。逃4.譽(yù)5.尿5吐橡膠籍壩工幫程的說質(zhì)量膜檢驗(yàn)何和評(píng)費(fèi)定應(yīng)復(fù)按《這水利氧水電亦工程鍵施工驕質(zhì)量著評(píng)定潤規(guī)程朋》乏(S理Ll碼76理—9戶6)歌執(zhí)行養(yǎng)。底4.豆5.苗6大壩袋腦應(yīng)以躺設(shè)計(jì)冬壩高述為驗(yàn)息收標(biāo)該準(zhǔn)。破4.播5.概7神竣工雷驗(yàn)收遣必須矮按《偵水利疏水電蛾工程膊驗(yàn)收欲規(guī)程盈》、月《水屈利水何電基憤本建期設(shè)工敢程單擱元工送程質(zhì)閉量等銳級(jí)評(píng)少定標(biāo)隔準(zhǔn)》布(S駐DJ率24肚9—桑88搖,S埋L3潤8—健92謠)和晃本規(guī)未范的鏟規(guī)定捷辦理借。群4.稠3控歲制、羨安全倉和觀臉測系缸統(tǒng)施貨工膀4.未3.量1沖控制銷系統(tǒng)跨的施辟工應(yīng)蒙符合徒有關(guān)唱機(jī)電嶼、土異建施慮工的矛要求藝。鉛4.澆3.尖2恨安全訊裝置山安裝臉前,尤應(yīng)進(jìn)悶行檢帆查,辱并按蒙設(shè)計(jì)企要求遲進(jìn)行紀(jì)安裝嬌,確搬保質(zhì)煎量,尊運(yùn)用衡可靠部。街4.非3.歷3針觀測蠢系統(tǒng)本的安央裝,絨應(yīng)進(jìn)紙行調(diào)晶試,揪使其丑符合剝?cè)O(shè)計(jì)箱精度也要求伸,確朗保觀桶測方排便可苗靠。綁4.枝4姐壩袋傲安裝補(bǔ)4.紙4.拍1濁壩袋涉、底準(zhǔn)墊片梯、密碌封材齊料、曾墊平或片要結(jié)求:光1而壩呢袋、喉底墊森片應(yīng)州由工愿廠按漢設(shè)計(jì)成圖紙轟進(jìn)行譽(yù)制作輝,出銅廠前敞必須獨(dú)檢查攜其尺川寸并燙畫出縮錨固鴿線和愧錨固掌中心代線;民應(yīng)在胳醒目助位置恒標(biāo)出頓上下材游標(biāo)百記。撤2油壩總袋制懲作必幕須嚴(yán)揚(yáng)格保窩證質(zhì)幕量要音求,舅出廠筆時(shí)必偏須附款有通曠過國抹家計(jì)汗量認(rèn)挽證的稅檢測駐機(jī)構(gòu)開出具感的有斯關(guān)參擱數(shù)檢勵(lì)驗(yàn)報(bào)葡告。錦3朵墊骨平片隊(duì)宜采煙用與瞎壩袋慚相同痛厚度樹或稍虜厚一通些的亞橡膠瓣片。伶4君壩阻袋及受底墊例片在閃搬運(yùn)樣過程錢中應(yīng)灰避免糖發(fā)生舊變形濕和損尖傷。裝4.購4.唱2囑壩袋判安裝億前的疫檢查嫩:符1疲楔笨塊、機(jī)基礎(chǔ)賓底板孕及岸憂墻混匪凝土易的強(qiáng)對(duì)度必欄須達(dá)隨到設(shè)廉計(jì)要輸求?;?委壩渠袋與臭底板粥及岸循墻接裳觸部推位應(yīng)蜂平整公光滑千。訂3鎖充惹排管主道應(yīng)圖暢通趟,無蘆滲漏籌現(xiàn)象防。慚4礦預(yù)述埋螺盼栓、榜墊板法、壓腫板、帆螺帽男(或糖錨固冠槽、硬楔塊迎、木淺芯)稿、進(jìn)狠出水卻(氣健)口檔、排色氣孔偏、超每壓溢筐流孔習(xí)的位串置和豐尺寸親應(yīng)符拐合設(shè)漏計(jì)要角求。雄5藝壩平袋和你底墊贏片運(yùn)饞到現(xiàn)稻場后鞠,應(yīng)第結(jié)合害就位恐安裝豎首先盡復(fù)查天其尺敗寸和少搬運(yùn)喘過程屑中有案無損明傷,脖如有扔損傷拴應(yīng)及株時(shí)修纏補(bǔ)或些更換驕。娛4.脾4.傷3勝壩袋點(diǎn)安裝堵可按散下列汁程序圣進(jìn)行腐:鍵1撐在獸底板圣上分乘別標(biāo)倉出壩楊軸線拾、中棒心線手。結(jié)2呈底掌墊片況就位話(指脈雙錨料固壩帖袋)痕;在殖底墊昂片上倦分別等標(biāo)出喪中心端線和許錨固芒線。威3限在償伸人尼壩袋巴內(nèi)的躺充排琴水產(chǎn)(氣獸)管宰、測師壓管芝和超疫壓溢暖流管抄等管誓口四驚周的猶底墊遣片上惱,宜噴粘上佳一層獻(xiàn)橡膠塘片作泰補(bǔ)強(qiáng)考處理糧。卸4瘡在跪底墊鉗片上輪畫出竭水帽蛛、測邪壓管懲和超徹壓溢支流管斧位置俯,復(fù)拋測無烏誤后鎖在各挎管口行處挖帖孔并總固定犬。璃5經(jīng)止死水海故綿幻(止敲氣布噴)可勸粘在鳳底墊透片相狀應(yīng)位金置上芒。僻6仆使顆壩袋郊中心圣線和淘錨固漠線與涂基礎(chǔ)偽底板討及底縱墊片討上的彎對(duì)應(yīng)凡線重趨合。側(cè)7探壩辮袋錨舞固順律序,顛端部陳為固逐定式衡的,約按先念下游刷,后盒上游體,最茄后岸蠅墻的狡順序陵進(jìn)行列。從險(xiǎn)壩袋可底板麥中心輕線開氧始,多向兩談側(cè)同及時(shí)進(jìn)蠶行安芹裝。集錨固事岸墻制(坡縫)時(shí)呢,先嗽將膠嬌布掛線起,榆撐平碎,再漆從下迷部往初上部蔬錨固腎。采灘用堵焰頭式鄉(xiāng)錨固過的,抓宜先價(jià)安裝高兩側(cè)芬堵頭滑裙腳味,后插錨固識(shí)下游吳和上話游。殖但無佳論采墻用何尊種錨像固型魄式,柔兩側(cè)泛岸墻亂拐角漸處,服袋布陡要折叼疊、吊理順溪、墊薄平,疊不得遍用剪盾口補(bǔ)唱強(qiáng)處尤理。焦4.舅5工背程檢挖查與注驗(yàn)收塊4.添5.簽1良施工燙期間叔應(yīng)檢式查下濤列內(nèi)辣容:窄1渣檢蔥查范俯圍:員壩袋向、錢毛固螺住栓或槳楔塊割標(biāo)號(hào)奪及外激形尺炭寸、座安裝案構(gòu)件坊、管食道、虎操作訪設(shè)備蛛的性餐能。惕2貼檢箭查要援求:崖檢查牽施工咱單位捆提供紛的質(zhì)危量檢苦驗(yàn)記乖錄和更分部坦分項(xiàng)儀工程塔質(zhì)量偵評(píng)定邁記錄掉,同贏時(shí)需菠進(jìn)行惑抽樣冤檢查它。移4.內(nèi)5.問2劣壩袋愈安裝老后,玩必須軌進(jìn)行能全面鼓檢查礙。在豪無擋徹水的罷條件牌下,腹應(yīng)做袋壩袋位充壩閣試驗(yàn)?。蝗袅翖l件悔許可沾,還西應(yīng)進(jìn)碌行擋絡(luò)水試璃驗(yàn)。它整個(gè)弱過程油應(yīng)進(jìn)州行下葉列項(xiàng)肥目的尿檢查膨:找1衫壩典袋及宇安裝辦處的啟密封著性。蔽2譽(yù)錢片固構(gòu)歪件的鍋狀況拉。侄3腐壩較袋外呆觀觀脈察及池變形管觀測艘。紫4活充湊排、茂觀測扯系統(tǒng)標(biāo)情況中。呆5童充凳氣壩佳袋內(nèi)聰?shù)膲壶澚ο聞〗登閺N況。徑4.端5.脹3負(fù)充壩騎檢查橫后,猴應(yīng)排省除壩柳袋內(nèi)應(yīng)水體喚,重眨新緊忠固錨平固件厚。蒜4.粥5.愉4浮驗(yàn)收刺前的閃管理索維護(hù)漠:掉1達(dá)工劈程驗(yàn)濁收前白,應(yīng)商由施匠工單津位負(fù)建責(zé)管稠理維拿護(hù)。呢2猴對(duì)宏工程攝施工淺遺留呼問題慰,施徑工單肥位必鞠須認(rèn)挽真加叢以處苦理,老并在愁險(xiǎn)收貫前完船成。抵3剪工問程竣速工后毫,建赤設(shè)單值位應(yīng)淺及時(shí)旨組織哨驗(yàn)收鄰。物4.伴5.貓5摧橡膠裙壩工掏程的已質(zhì)量養(yǎng)檢驗(yàn)浸和評(píng)貴定應(yīng)查按《塌水利歸水電男工程援施工耐質(zhì)量之評(píng)定撕規(guī)程技》睜(S午Ll輩76襯-6癢)執(zhí)癢行。吼4.帳5.虎6吊壩袋活應(yīng)以則設(shè)計(jì)搶壩高討為驗(yàn)狀收標(biāo)僵準(zhǔn)。青4.戲5.界7餅竣工帽驗(yàn)收哨必須猴按《糧水利艦水電疑工程楚驗(yàn)收腳規(guī)程穴》、限《水龍利水居電基舌本建寸設(shè)工舒程單雖元工認(rèn)程質(zhì)舟量等示級(jí)評(píng)卡定標(biāo)著準(zhǔn)》延(S陡DJ用24具9-貸8,煎SL程38壟-2資)和雪本規(guī)擁范的齊規(guī)定箱辦理浴。包5倆運(yùn)行反管理彩碌5門.1搭一般濕規(guī)定假5.避1.么1魂橡膠禁壩工緊程必塊須有昌管理聰機(jī)構(gòu)鄰。在柱工程睬施工膛時(shí),聰可由俱管理染籌備卵機(jī)構(gòu)吵派人逮參與銹施工浙,工參程竣裁工驗(yàn)補(bǔ)收后糖由管豎理機(jī)東構(gòu)接思管工趣程。依5.捆1.幣2轟工程話竣工罵驗(yàn)收距前,殖應(yīng)由閑管理機(jī)籌備鐵機(jī)構(gòu)貴會(huì)同我設(shè)計(jì)翅、施惹工單曬位遵姻照本痰規(guī)范碌要求剛,結(jié)路合工胖程特片點(diǎn),醉制定偏具體距管理肉辦法旬和有六關(guān)制鴨度。旅橡膠要壩工惑程必男須按優(yōu)運(yùn)行雪規(guī)律馳進(jìn)行泡科學(xué)肥運(yùn)行眾。皆5.墻1.側(cè)3沈管理懇機(jī)構(gòu)耐應(yīng)進(jìn)伴行科攏學(xué)管餃理,攝并對(duì)納工程蹦進(jìn)行捕經(jīng)常蜘檢查錢、觀塌測、科養(yǎng)護(hù)改、維起修和討控制俊運(yùn)用稍等。靜各項(xiàng)路記錄獎(jiǎng)應(yīng)及纖時(shí)整聯(lián)理歸攻檔,鵲建立芳完整須的技華術(shù)檔供案。乒5.善1.演4惡橡膠晌壩工委程竣賣工驗(yàn)?zāi)涨扒?,必芬須確測定工紛程管醋理范宣圍和梨安全消區(qū)域填。在爬管理鍋范圍燒內(nèi)嚴(yán)奏禁爆香破、鍬采砂交、游列泳、掉捕魚落、排揀污、爽非計(jì)鴨劃建率筑施膚工及干其它爸一切梯不利扇于橡帖膠壩辮安全須的活在動(dòng)。針5.并2檢蠟查觀聲測壇5.柜2.甩1步管理怒機(jī)構(gòu)電應(yīng)監(jiān)泡視水贈(zèng)情和盛水流外形態(tài)獨(dú)、工肆程狀黃態(tài)變艱化和喬壩袋槽運(yùn)用患情況奪,及場時(shí)發(fā)拉現(xiàn)異傍常現(xiàn)星象,錫分析嶺原因牲,采撥取措荷施,津防止異發(fā)生朱事故蛇。墊5.昨2.父2養(yǎng)橡膠閣壩工倍程檢榆查工化作應(yīng)懶包括使經(jīng)常才檢查度、定儉期檢早查和場特別躬檢查領(lǐng)。音1送經(jīng)竟常檢登查;挑管理刃單位故應(yīng)經(jīng)昨常對(duì)礦橡膠駛壩工但程各東部位較、壩暫袋、扶錨固愚件、歇充排診設(shè)備兇、機(jī)測電設(shè)采備、宏通訊香設(shè)施宜、河林床沖折淤、及管理永范圍賄內(nèi)的嶺河道草堤防冰和水胃流情兼況等剩進(jìn)行啄檢查引。檢網(wǎng)查周駐期,撫每月鞭應(yīng)不露少于虛一次他。當(dāng)身橡膠襖壩遭含受到吧不利裁因素促影響樸時(shí),抗對(duì)容茫易發(fā)造生問清題的苗部位杏應(yīng)及暑時(shí)加虧強(qiáng)檢遣查觀嚴(yán)察。巾2騎定淹期檢懼查:昂每年毫汛前僅、汛皇后、尤冬季除封凍起時(shí)或驅(qū)在橡擺膠壩爆運(yùn)用藍(lán)前后膏,應(yīng)湖對(duì)橡澤膠壩賴工程客各部晝位及誘各項(xiàng)糕設(shè)施司進(jìn)行首全面插檢查刻。每溝年初喜次運(yùn)毅用前捧,應(yīng)貼著重裁檢查蹦歲修潤工程再完成豐情況叉,汛歌后應(yīng)鄭著重勾檢查鄉(xiāng)工程倆變化關(guān)和損況壞情灰況,偽寒冷柏地區(qū)借冬季泥運(yùn)用曬的橡隙膠壩撫工程烏,應(yīng)連著重宰檢查觸防凍斑、防博冰凌飲措施存的情甩況。均3釣特惹別檢澤查:被當(dāng)發(fā)呆生特含大洪漫水、亞暴雨蔑、暴面風(fēng)、成強(qiáng)烈害地震免和重失大工污程事須故時(shí)洋,應(yīng)胞及時(shí)臨對(duì)橡鞋膠壩歡工程會(huì)進(jìn)行鉛特別飽檢查巴,著抬重檢離查主貍體工全程有鴿無損床壞等男。菠4仁定智期檢篩查、記特別轟檢查拜結(jié)束浪后,耗應(yīng)及摸時(shí)向?qū)O上級(jí)洽主管比部門目提交到檢查炒報(bào)告聾。檢威查人熔員應(yīng)炮相對(duì)究穩(wěn)定媽,檢園查報(bào)畢告應(yīng)近長期際保存覺。約5.茂2.草3設(shè)觀測訪工作猜應(yīng)有唯下列找項(xiàng)目結(jié):壩豎袋內(nèi)唱壓力醫(yī)、壩鵲袋變葛形、貿(mào)老化款、河預(yù)流上銜下游獸水位噴、河擦床變伯形、廟水流助形態(tài)舟、水沿位、避流量喂、卵曾石、糖漂浮忽物、兄冰凌侍等。本5.惑2.弱4翠資料中整理單與整績編:栽觀測燃結(jié)束騙后,餓應(yīng)及毅時(shí)對(duì)談資料襯進(jìn)行使整理湯計(jì)算潑和校摧核。慈資料異整編冰應(yīng)按訴要求暗每年貴進(jìn)行訂一次未,其悲整編餐成果抄應(yīng)提釘交上儀級(jí)主倒管部建門審裳查。憑橡膠頁壩工滑程管你理單識(shí)位必氏須對(duì)終發(fā)現(xiàn)艦的異梁?,F(xiàn)蓬象作恭專項(xiàng)原分析蜓,必牢要時(shí)賴可會(huì)懇同科圖研、晌設(shè)計(jì)碗、施品工人襖員作指專題弊研究膽。狹5.串3維孔護(hù)修徐理粉5.角3.堅(jiān)1鞠橡膠故壩工吧程養(yǎng)踏護(hù)修繩理工兼作可騙分為貧養(yǎng)護(hù)剛、歲麗修、按搶修帶和大鞠修,閃其劃渾分原鹿則應(yīng)俗符合腥下列標(biāo)規(guī)定出:斥1燭維吧護(hù):閣對(duì)經(jīng)扣常檢剃查發(fā)賴現(xiàn)的洪缺陷線和問瘦題,遭應(yīng)及罵時(shí)進(jìn)館行保尾養(yǎng)和鄭局部烘修補(bǔ)列,保除持工芽程和丘設(shè)備黑完整奴清潔車,操脅作靈批活。既2繳歲追修:鳥根據(jù)意汛后塊全面煎檢查譯發(fā)現(xiàn)屈的缺懸陷和尼問題絹,應(yīng)智對(duì)工愧程設(shè)鄰施進(jìn)身行必罷要的例整修召和局云部改木善。鍋3賭搶蜻修:歪當(dāng)橡壓膠壩念工程澆及設(shè)交備遭加受損末壞,敬如壩馬袋破所損、成刺洞勒而漏姜水獸(氣佩)時(shí)榮,必專須立攏即采氣取搶序修措模施。民4焰大瘡修:爐當(dāng)工拉程發(fā)顛生較螺大損悶壞或句設(shè)備痰老化剩,修晉復(fù)工訂程量滅大,添技術(shù)記較復(fù)穿雜時(shí)襪,應(yīng)滲有計(jì)屈劃進(jìn)卻行工努程整潛修或極設(shè)備小更新蒼。貴5.警3.生2肆壩袋絲維護(hù)盞修理籠:損1槽壩擴(kuò)袋表手面可者涂刷諒防老趴化涂犁層,昏防老徹化涂層層的春施工淚工藝投和方女法見付附錄杜E。唇2耕必熟須及褲時(shí)清徹除袋對(duì)體和藥壩袋策坍落胳區(qū)底塘板上狹的砂盡石等灰雜物犁,排蚊除河灘中危渴及壩箏袋安疾全的購漂浮否物。宴3果當(dāng)?shù)脡未绕茡p冠時(shí),債應(yīng)根礎(chǔ)據(jù)損右傷程獅度采緩用不鼻同的犧修補(bǔ)桂方法得,詳戴見附家錄骨E。殖5.堅(jiān)3.腸3敘錨固寶件維污護(hù)修郊理:啊1緒錨麻固件婦(含叫鋼、步鐵、釀木及托混凝般土)賴如有陷松動(dòng)究等,吧必須乎按安涂裝要瞇求旋慣緊、避壓牢脹、補(bǔ)休齊,盡腐蝕計(jì)嚴(yán)重娃或劈井裂的滔予以嬸更換沿。唱2禽金奉屬錨盡因件詢應(yīng)定壩期除兄銹和因涂刷落防銹墊劑。輔3女木禁質(zhì)錨繪固件蘆應(yīng)防駐止生遣物蛀南蝕和初腐爛障。合4督應(yīng)絲及時(shí)羞清除唐壩袋剪附近痰的淤曲積物匪。殲5.欣3.慚4繭充排敞設(shè)備溝維護(hù)雪修理陪:辦1籠充杰排設(shè)養(yǎng)備中及的管罰道、里閘閥創(chuàng)等易振銹蝕趁構(gòu)件框,應(yīng)姐定期朝除銹柱和涂灶刷防洲銹劑滿。貧2盟充冒排設(shè)術(shù)備嘴(如紛電動(dòng)做機(jī)、廚水泵時(shí)、空毫壓機(jī)攔(風(fēng)窄機(jī))燥、法訂蘭、樸閘閥才等)追出現(xiàn)倒故障億或損嗎壞,吐必須垃及時(shí)改排除趕故障拾,進(jìn)河行修簡復(fù)或?qū)痈鼡Q水。嗎3捐必療須隨衰時(shí)清存除滯壁留在熟充排胡水口港和安選全溢薦流孔寶內(nèi)的麻淤積埋物及巖其它帆雜物乒。員4堡必壁須保廣持安楚全溢豐流孔艱和排圣氣孔殺的暢撲通。泛5.達(dá)3.題5隆土工妨建筑大物、猾石工族建筑封物、則混凝必土建慚筑物忠的養(yǎng)形護(hù)修休理可統(tǒng)參照驗(yàn)《水哥閘技博術(shù)管今理規(guī)料程》蠢(S螺L7漏5—妹94樂)中版的有織關(guān)規(guī)哲定執(zhí)惡行。后5.蔑4運(yùn)配行控到制調(diào)5.裂4.刮1鉗管理憤單位劣應(yīng)根冊(cè)據(jù)建累壩用極途和浩工程浴特點(diǎn)想,制碎定運(yùn)玻行方荷案和診操作蘭規(guī)程籮,經(jīng)冷上級(jí)兼主管那部門架批準(zhǔn)輸后,申必須育嚴(yán)格榜執(zhí)行碌。梳5.皺4.條2失嚴(yán)禁者壩袋欲超高晚超壓銜運(yùn)用程,即伍充水待(或聚氣)訪不得卸超過芒設(shè)計(jì)蛋內(nèi)壓粉力。剩單向肅擋水塌的橡棟膠壩訴,嚴(yán)崇禁雙瑞向運(yùn)擦用。逐5.量4.仁3自汛期前應(yīng)與漢上游抗水利拿管理優(yōu)部門括聯(lián)系瓶,根胸?fù)?jù)氣栽象和晶水文違預(yù)報(bào)鼠及時(shí)葉掌握崇水情輝,提目前采悉取安甘全保巡護(hù)措昆施。膛5.素4.叼4腎修建兼在多主泥沙晃河流歸上的恐橡膠塑壩工轟程,示應(yīng)采窄取泄愁洪防支淤措鞠施。昨5.沸4.現(xiàn)5澆壩頂它溢流企時(shí),碰可改夢(mèng)變壩蠶高來位調(diào)節(jié)占溢流充水深配從而距避免睜壩袋妨發(fā)生沿振動(dòng)學(xué)。棚5.去4.顛6泊寒冷友地區(qū)消的充順?biāo)椒畔鹉z鋒壩冬謙季宜夜坍壩簽越冬們;若癢不能謎坍壩遼越冬邪,應(yīng)浴在臨室水面鎖采取晶防凍冠破冰尤措施看;冰均凌過驢壩時(shí)恨,對(duì)子壩袋勿應(yīng)采疊取保火護(hù)措粘施。鼠5.瘡4.遞7務(wù)橡膠遠(yuǎn)壩擋奔水期辱間,抽在高框溫季散節(jié)為警降低匹壩袋找表面年溫度績,可輕將壩濁高適肉當(dāng)?shù)伉B降低鉤,在狗壩頂塔上面?zhèn)涠虝r(shí)購間保尺持一貿(mào)定的奮溢流路水深麗。敲5.飯4.萄8識(shí)對(duì)于底多跨爽橡膠毅壩,羅坍壩淡時(shí)應(yīng)叮均勻貞對(duì)稱異、緩膜慢坍絨落,婚避免黎下游亮有害稍沖刷閑。嫁5.擱4.許9惡坍壩繡泄流訊前應(yīng)嗓事先愚通知笨有關(guān)蝶單位陸和部干門,沃并以榴各種觀有效宏信號(hào)磨對(duì)危欣險(xiǎn)區(qū)傅域發(fā)儉出警竟告。筆附錄怕A郵橡膠增壩泄可洪能踏力計(jì)曾算盈A.諒0.恢1織橡膠殃壩泄股洪能棋力,悠可按腔堰流哀基本倉公式設(shè)計(jì)算倍:()鋤式中才Q—偏—過屬壩流路量,夢(mèng)m頂3己/s茄;冒B—牙—溢前流斷鍬面的貢平均猾寬度杏,m騎;字h佛0貢——施計(jì)人仍行近曠流速剖水頭怎的堰白頂水耀頭,百m;逼m—醋—流叢量系初數(shù);根σ—跟—館淹沒參系數(shù)漁,可突取寬福頂堰云的試侵驗(yàn)數(shù)信據(jù);犁償辱ε—失堰流缸側(cè)收屯縮系圾數(shù),愧與邊盡界條站件有部關(guān)。于A.史0.鮮2類橡膠決壩的渴流量充系數(shù)瘡介于剖寬頂榨堰與噸曲線猛型實(shí)兩用堰呈之間弊,壩拳袋完址全坍張平時(shí)程,可揪視作俱寬頂倡堰,皂流量隊(duì)系數(shù)醉m=將0.罷33狠~0葵.3笨6;婚壩袋沙充脹雕時(shí),劇可視顯為曲撞線型桌實(shí)用廢堰,中流量燥系數(shù)烏m=吳0.說36頃~0額.4悲5。躬A.魄0.由3墻橡膠愧壩在宋運(yùn)用凈中,遠(yuǎn)流量示系數(shù)價(jià)可按端如下內(nèi)公式午計(jì)算賓:春1)杜單廳錨固槽充水羊橡膠毫壩流齊量系這數(shù):m=0.138+0.018h1/H+0.152H0/H+0.032h2/H(-1)限式中林H喜0茂——你壩袋石內(nèi)壓遍水頭仁,困m;真H—文—運(yùn)知行時(shí)期壩袋癢充脹蝶的實(shí)倘際壩決高,權(quán)m;梨h溫l柜——腿壩上慧游水謝深,圈m;認(rèn)h凝2礦——挪壩下潤游水滔深,糧m。祝扇以上紗各值濱均以辜?jí)蔚诐姙榛邷?zhǔn)面翁。溢遣流時(shí)喘的壩禾高可斥量測爆或用殖下式劫計(jì)算堤:H/H1=O.5138—0.7673h1/H1十0.8742H0/H1十0.1452h2/H1(-2)晨式中昆矩H股l環(huán)——刮設(shè)計(jì)再壩高購,炕m。帆2)只雙簡錨固邊充水艱橡膠釣壩流固量系乞數(shù):m=0.1630+0.0913h1/H+0.0951H0/H+0.0037h2/H(-3)H/H11/H1+0.7053H0/H1+0.1088h2/H1(-4)落3)德雙島錨固蔥充氣縮橡膠館壩流編量系擴(kuò)數(shù):m=0.0930+0.2720h1/H-0.0200H0/H+0.0270h2/H(-5)H/H10.6275+0.0802h1/H1+0.0976H0/H1+0.2372h2/H1(-6)犧公式擾適用由范圍吼是:旺H-克h沫2裹/h嬌0品≤辮0.抄45溫。牢附錄駐B鹿壩袋舍設(shè)計(jì)獸計(jì)算揮B.奏1一猜般規(guī)央定酷B.輔1.肢1奇壩更袋設(shè)字計(jì)計(jì)鋼算應(yīng)獨(dú)分為壤充水點(diǎn)式與命充氣惱式橡鑒膠壩帽兩部楚分??ㄓ?jì)算灰內(nèi)容瞞宜包北括:嗎壩袋暗徑向泉拉力旬,壩雖袋環(huán)栗向各行部尺儀寸,徒壩袋哨單寬腐容積柱,壩葛袋堵腦頭輪撥廓坐節(jié)標(biāo)等饒。即B.斯1.千2尖橡壘膠壩李袋設(shè)進(jìn)計(jì)計(jì)低算工井況應(yīng)今為上鞭游水頌深等慘于壩識(shí)高,趣下游朱無水蜘的情網(wǎng)況??稡.府2白充水柄式橡余膠壩浙設(shè)計(jì)侍計(jì)算割B.千2.蠟1把壩銜袋各檔項(xiàng)設(shè)嘗計(jì)參叢數(shù)可里通過裹數(shù)解溜法按灰下列白公式漆計(jì)算動(dòng)1度壩猴袋徑稀向計(jì)求算強(qiáng)抱度T=1/2γ(α-1/2)H12(B.2.1-1)梳式中澇欠T—之—壩從袋徑欄向計(jì)妄算強(qiáng)奇度,醋kN維/m伶;葬γ—發(fā)—仙水的選容重寬,固kN影/m彈3港;乏α—欄—越內(nèi)壓兄比,遭H游0濤/H章1殺;爭H猜0言——損內(nèi)壓腦水頭藥,宜m;肅H旦l陰——嘗設(shè)計(jì)偶?jí)胃咻?,軌m。移2酸可叛將充毯脹后償?shù)膲挝浯喦鹄值⒊伤牟總€(gè)部委分:盛上游親壩面并曲線花段長咽度體S未1孫,下皺游壩毅面曲核線段菊長度冊(cè)S,限上游臺(tái)貼地遼段長養(yǎng)度n橡,下粗游貼崖地段偏長度添X朗0品(參勾見圖似B.飾2.廳1)裹。租1)敬采臭用單敗錨線夫錨固刊壩袋級(jí)的有垃效周渣長需(不痕包括陷錨固受長度磨)為L0=S1+S+n+X0(B.2.l-2)槐2)份采功用雙叔錨線幣錨固尖壩袋訴的有猾效周教長而(不稼包括庸錨固確長度奶)為L0=S1+S(B.2.1-3)夫3)偉采孟用雙早錨線研錨固鎮(zhèn)的底桐墊片鉗有效邀長度亦(不溪包括忍錨團(tuán)飾長度違)為l0=n+X0(B.2.1-4)步捷壩袋遙各部楊分忽n、絮S繳1類、鏡S與熟X樓0滲的計(jì)杯算公侮式如扛下:(B.2.1-5)S1=Rθ(B.2.1-6)當(dāng)α≤1.5時(shí),(B.2.1-7)當(dāng)α>1.5時(shí),(B.2.1-8)S=(1-1/2α)H1·F(k,π/2)(B.2.1-9)X0=(α-1+1/2α)H1·F(k,π/2)-αH1·E(k,π/2)(B.2.1-10)拾厚上游笨壩面剝曲線瓣段半歪徑展R摸的計(jì)受算式腦為R=2α-1/4(α-1)/H1(B.2.1-11)凳勉其中柱F(泡k,堆π舅/2導(dǎo))紅、哨E(啄k,旅π冰/2幅)總分別蛇為第牌一、角第二善類完總?cè)珯E萬圓積喂分。(B.2.1-12)(B.2.1-13)k2=2α-1/α2(B.2.1-14)不3夢(mèng)壩窯袋單宏寬容且積撥V(碼m鍛2生)V=1/2R2θ-1/2n(R-H1)+αH1X0(B.2.1-15)4壩袋橫面曲線坐標(biāo)。坐標(biāo)選取見圖B.2.1。上游壩面曲線段坐標(biāo)(B.2.1-16)下游壩面線段坐標(biāo)X=X0-(α-1+1/2α)H1·F(k,φ1)+αH1·E(k,Φ1)(B.2.1-17)圖B.2.1充水式橡膠壩示意圖禿低其中紡F(哲k,畏φ燒1葵)賺、柴E(很k四、懸φ排1牙)崖分別救為第揮一、黎第二書類不陳完全睛橢圓棵積分革。(B.2.1-18)(B.2.1-19)(B.2.1-20)此B.譯2.灣2蓬壩臉袋各期項(xiàng)設(shè)溫計(jì)參暴數(shù)也姜可通尋過下信列查燈表格葉法進(jìn)甜行計(jì)信算霉:犁1絹表鍵B.煎2.句2-掛1是寬根據(jù)銀數(shù)解住法的共公式痛計(jì)算統(tǒng)所得幸的充灰水式旱橡膠膽壩壩哈袋設(shè)丘計(jì)參竟數(shù)表葬,可紙供設(shè)睛計(jì)時(shí)脖直接敘查用哀。計(jì)陣算與住V時(shí)罩,只斬需把帽表中遭數(shù)字首乘以湯設(shè)計(jì)移壩高動(dòng)的平畝方;競其它詞各項(xiàng)炎把表淡中數(shù)該字乘三以設(shè)勵(lì)計(jì)壩就高即姐為設(shè)票計(jì)時(shí)藏的使封用值更。包表蜻B.妄2.雁2-壯1具充水輝式橡重膠壩榨壩袋英設(shè)計(jì)恨參數(shù)允表αT/H21S1/H1S/H1X0/H1N/H1R/H1V/H211.011.051.101.111.121.131.141.151.161.171.181.191.201.211.221.231.241.251.261.271.281.291.301.311.321.331.341.351.361.371.381.391.401.411.421.431.441.451.461.471.481.491.501.511.521.531.541.551.561.571.581.591.601.611.621.631.641.651.661.671.681.691.701.721.741.761.781.801.851.901.952.002.102.202.302.402.500.25500.27500.30000.30500.31000.31500.32000.32500.33000.33500.34000.34500.35000.35500.36000.36500.37000.37500.38000.38500.39000.39500.40000.40500.41000.41500.42000.42500.43000.43500.44000.44500.45000.45500.46000.46500.47000.47500.48000.48500.49000.49500.50000.50500.51000.51500.52000.52500.53000.53500.54000.54500.55000.55500.56000.56500.57000.57500.58000.58500.59000.59500.60000.61000.62000.63000.64000.65000.67500.70000.72500.75000.80000.85000.90000.95001.00007.16503.36912.52322.43212.35362.28512.22492.17142.12362.08052.04162.00621.97381.94411.91681.89151.86821.84641.82621.80731.78961.77311.75751.74281.72901.71601.70731.69201.68091.67041.66041.65091.64191.63331.62501.61721.60971.60251.59561.58591.58271.57661.57081.56521.55981.55461.54971.54491.54021.53581.53151.52731.52331.51951.51571.51211.50861.50531.50201.49881.49581.49281.49881.48441.47931.47441.46981.46551.45571.44711.43961.43301.42201.41331.40631.40081.39632.32192.06732.03592.00811.98321.96091.94071.92231.90561.89011.87591.86281.85061.83931.82881.81891.80971.80101.79281.78521.77791.77111.76461.75851.75261.74711.74181.73681.73201.72751.72311.71901.71501.71121.70751.70401.70071.69751.69441.69141.68851.68581.68311.68051.67811.67571.67341.67111.66901.66691.66491.66301.66111.65931.65751.65581.65411.65251.65101.64951.64801.64661.64381.64121.63881.63651.63641.62931.62481.62091.61741.61141.60651.60251.59911.59621.27780.98670.94880.91460.88380.85520.82920.80510.78280.76200.74250.72430.70710.69090.67560.66110.64730.63430.62180.60990.59850.58760.57720.56720.55760.54830.53940.53090.52260.51460.50690.49950.49230.48530.47860.47200.46570.45950.45350.44770.44210.43660.43120.42600.42100.41600.41120.40650.40200.39750.39310.38890.38470.38070.37670.37280.36900.36560.36170.35810.34560.35120.34460.33820.33210.32620.32060.30730.29510.28390.27350.25500.23890.22480.21230.20237.07113.16232.23612.13202.04121.96121.88981.82571.76781.71501.66671.62221.58111.54301.50761.47441.44341.41421.38681.36081.33631.31311.29101.27001.25001.23091.21271.19521.17851.16251.14711.13231.11801.10431.09111.07831.06601.05411.04261.03141.02061.01021.00000.99010.98060.97130.96230.95350.94490.93660.92850.92060.91290.90540.89800.89090.88390.87710.87040.86390.85750.85130.84520.83330.82200.81110.80060.79060.76700.74540.72550.70710.67420.64550.62020.59760.577425.50005.50003.00002.77272.58332.42312.28572.16672.06251.97061.88891.81581.75001.69051.63641.58701.54171.50001.46151.42591.39291.36211.33331.30651.28131.25761.23531.21431.19441.17571.15791.14101.12501.10981.09521.08141.06821.05561.04351.03191.02081.01021.00000.99020.98080.97170.96300.95450.94640.93860.93100.92370.91670.90980.90320.89680.89060.88460.87880.87310.86760.86230.85710.84720.83780.82890.82050.81250.79410.77780.76320.75000.72730.70830.69230.67860.66676.77403.49142.63422.53522.44842.37152.30282.24092.18472.13352.08652.04332.00331.96611.93151.89921.86891.84051.81371.78841.76451.74191.72041.70001.68061.66201.64441.62751.61131.59581.58091.56671.55301.53981.52711.51491.50311.49171.48071.47011.45981.44991.44031.43091.42191.41311.40461.39461.38841.38061.37301.36561.35841.35151.34461.33801.33161.32531.31911.31311.30731.30151.29601.28521.27491.26501.25561.24651.22541.20631.18881.17281.14451.12031.09931.08081.0645瑞2元表歲B.詢2.裝2-當(dāng)2峰為充爐水式型橡膠遠(yuǎn)壩在丹設(shè)計(jì)層條件給下的職下游些壩面而曲線乓坐標(biāo)題表場,狼用于暮繪制劇下游餡壩面唐曲線梁。將叮壩高辜分成姓20女等分扎,求煎出壩支袋下福游相命應(yīng)點(diǎn)濃的水靠平坐毀標(biāo)值移,列穗入表朵中。爐使用勵(lì)時(shí)只嗚須把乒表中欠數(shù)字射乘以候設(shè)計(jì)饑壩高腔即為投實(shí)用衰值。舉上游悲壩面襲曲線徐坐標(biāo)服,可避直接見由式匠(答B(yǎng).責(zé)2.勺1-競16職)求釣出。恭表陜B.泡2.暗2-恢2押充水廟式橡觀膠壩犧下游旅壩面款曲線最坐標(biāo)時(shí)表0.000.050.100.150.200.250.300.350.400.451.051.101.111.121.131.141.151.161.171.181.191.201.211.221.231.241.251.261.271.281.291.301.311.321.331.241.351.361.371.381.391.401.411.421.431.441.451.461.471.27780.98670.94880.91460.88350.85520.82920.80510.78280.76200.74250.72430.70710.69090.67560.66110.64730.63430.62180.60990.59850.58760.57720.56720.55760.54830.53940.53090.52260.51460.50690.49950.49230.48530.47860.47200.46570.45950.45351.43241.14481.10751.07391.04351.01580.99030.96680.94510.92480.90590.88820.87160.85590.84110.82710.81380.80120.78920.77770.76680.75640.74640.73680.72760.71880.71030.70210.69420.68660.67930.67220.66540.65880.65240.64620.64020.63440.62871.48591.20001.16291.12971.09961.07211.04691.02371.00220.98220.96360.94610.92970.91430.89970.88600.87290.86050.84870.83750.82680.81650.80670.79740.78840.77970.77140.76340.75570.74830.74120.73430.72760.72110.71490.70890.70300.69740.69191.51921.23471.19801.16501.13511.10791.08301.06001.03871.01901.00060.98330.96710.95190.93750.92400.91110.89890.88730.87630.86570.85570.84600.83680.82800.81950.81140.80350.79600.78870.78170.77500.76840.76210.75600.75010.74440.73890.73351.54031.25731.22081.18801.15841.13151.10681.08401.06301.04341.02521.00820.99220.97720.96300.94960.93700.92490.91350.90260.89230.88240.87290.86390.85520.84690.83890.83120.82380.81670.80980.80320.79680.79060.78460.77890.77330.76780.76261.55241.27081.23451.20231.17271.14601.12151.09901.07821.05891.04091.02401.00830.99340.97950.96630.95380.94190.93070.92000.90980.90000.89070.88180.87330.86510.85730.84980.84250.83550.82880.82230.81600.81000.80410.79850.79300.78770.78261.55681.27671.24081.20861.17951.15301.12881.10651.08591.06681.04911.03241.01691.00230.98850.97550.96320.95150.94040.92990.91990.91030.90120.89240.88410.87610.86840.86100.85390.84700.84040.83410.82790.82200.81630.81080.80540.80030.79521.55441.27601.24031.20841.17961.15341.12941.10741.08711.06821.05071.03431.01901.00450.99100.97820.96610.95460.94370.93340.92350.91410.90250.89660.88840.88050.87300.86580.85880.85210.84570.83940.83340.82770.82210.81670.81140.80640.80151.54541.26891.23351.20231.17341.14751.12391.10211.08211.06351.04621.03001.01491.00080.98740.97480.96300.95170.94100.93090.92120.91200.90320.89480.88680.87910.87170.86460.85780.85130.84500.83890.83310.82740.82200.81670.81160.80670.80191.53001.25551.22061.18931.16121.13561.11231.09081.07111.05281.03581.01991.00500.99110.97800.96570.95400.94300.93250.92260.91310.90410.89550.88730.87950.87200.86480.85790.85120.84490.83870.83280.82710.82160.81630.81120.80620.80140.7968續(xù)表0.500.550.600.650.700.750.800.850.900.951.001.051.101.111.121.131.141.151.161.171.181.191.201.211.221.231.241.251.261.271.281.291.301.311.321.331.241.351.361.371.381.391.401.411.421.431.441.451.461.471.50791.23591.20231.17051.14271.11751.09461.07351.05401.03611.01941.00380.98920.97560.96280.95070.93930.92850.91830.90860.89940.89060.88220.87420.86660.85920.85220.84550.83910.83290.82690.82110.81560.81030.80510.80020.79540.79070.78621.47881.20961.17551.14511.11781.09301.07051.04981.03071.01310.99680.98150.96730.95400.94150.92970.91860.90810.89810.88870.87970.87120.86300.85530.84780.84070.83390.82740.82120.81520.80940.80380.79850.79330.78830.78350.77890.77440.77011.44181.17601.14251.11271.08591.06161.03951.01931.00070.98350.96760.95270.93890.92590.91370.90230.89150.88130.87170.86250.85380.84560.83770.83020.82300.81620.80960.80330.79730.79150.78590.78060.77540.77040.76570.76100.75660.75230.74811.39581.13421.10141.07231.04611.02241.00090.98130.96320.94650.93100.91660.90320.89070.87890.86790.85740.84760.83830.82950.82110.81320.80560.79840.79150.78490.77870.77260.76880.76130.75600.75090.74590.74120.73660.73220.72790.72380.71991.33921.08291.05101.02260.99730.97430.95350.93450.91710.90100.88610.87220.85940.84730.83600.82540.81550.80610.79720.78870.78080.77320.76600.75910.75250.74630.74030.73460.72910.72380.71880.71390.70920.70470.70040.69620.69220.68830.68461.26941.02000.98920.96190.93750.91550.89550.87730.86070.84530.83110.81800.80570.79430.78360.77360.76410.75520.74680.73890.73130.72420.71740.71090.70480.69890.69330.68790.68270.67780.67310.66850.66410.65990.65590.65200.64820.64460.64111.18210.94210.91280.88690.86380.84300.82420.80700.79140.77700.76370.75130.73990.72920.71930.70990.70110.69290.68510.67770.67070.66410.65780.65180.64610.64070.63550.63060.62580.61690.62130.61280.60870.60490.60120.59760.59410.59080.58761.07000.84380.81650.79250.77120.75200.73470.71900.70460.69150.67940.66820.65770.64810.63900.63060.62260.61520.60820.60150.59520.58930.58370.57830.57320.56830.56370.55930.55500.55100.54710.54330.53980.53630.53300.52980.52680.52380.52100.91840.71390.68980.66860.64980.63300.61790.60430.59180.58040.56990.56020.55130.54300.53520.52800.52120.51480.50880.50320.49780.49280.48800.48340.47910.47500.47110.46730.46380.46030.45710.45390.45090.44800.44520.44260.44000.43750.43510.68870.52470.50590.48950.47500.46220.45060.44020.43080.42210.41420.40700.40030.39400.38820.38280.37780.37310.36860.36440.36050.35670.35320.34990.34670.34370.34080.33800.33540.33290.33050.32820.32600.32390.32190.31990.31800.31620.31450.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.0000續(xù)表0.000.050.100.150.200.250.300.350.400.451.481.491.501.511.521.531.541.551.561.571.581.591.601.611.621.631.641.651.661.671.681.691.701.711.721.731.741.751.761.771.781.791.801.851.901.952.002.102.202.302.402.500.44770.44210.43660.43120.42600.42100.41600.41120.40650.40200.39750.39310.38890.38470.38070.37670.37280.36900.36530.36170.35810.35460.35120.34790.34460.34140.33820.33510.33210.32920.32620.32340.32060.30730.29510.28390.27350.25500.23890.22480.21230.20230.62320.61790.61270.60770.60280.59800.59340.58890.58450.58020.57600.57190.56790.56400.56020.55650.55290.54940.54590.54250.53920.53600.53280.52970.52660.52370.52070.51790.51510.51230.50960.50700.50440.49210.48090.47060.46100.44410.42940.41660.40250.3950.68650.68130.67630.67140.66670.66200.65750.65310.64890.64470.64070.63670.63290.62910.62540.62180.61830.61490.61150.60830.60510.60190.59890.59590.59290.59000.58720.58450.58180.57910.57650.57400.57150.55960.54880.53890.52980.51350.49950.48720.47640.46680.72830.72320.71830.71360.70890.70440.70000.69580.69160.68750.68360.67980.67600.67230.66880.66530.66190.65850.65530.65210.64900.64600.64300.64010.63720.63440.63170.62900.62640.62380.62130.61880.61640.60500.59450.58490.57610.56050.54690.53510.52470.51550.75750.75260.74780.74310.73860.73420.72990.72570.72170.71770.71390.71010.70650.70290.69940.69600.69270.68950.68630.68320.68020.67720.67430.67150.66870.66600.66340.66080.65820.65570.65330.65090.64850.63740.62730.61800.60950.59440.58130.56990.55990.55100.77760.77280.76810.76360.75910.75480.75070.74660.74260.73880.73500.73140.72780.72430.72090.71760.71440.71130.70820.70520.70220.69930.69650.69380.69110.68850.68590.68340.68090.67850.67610.67380.67150.66070.65090.64190.63370.61900.60640.59540.58580.57720.79040.78570.78110.77660.77230.76810.76410.76010.75620.75250.74880.74530.74180.73840.73510.73190.72880.72570.72270.71980.71690.71410.71140.70870.70610.70350.70100.69860.69620.69380.69150.68930.68700.67660.66710.65840.65040.63630.62410.61350.60420.59600.79680.79220.78770.78340.77920.77510.77110.76730.76350.75980.75630.75280.74940.74620.74290.73980.73680.73380.73090.72800.72520.72250.71990.71730.71470.71230.70980.70750.70510.70280.70060.69840.69630.68620.67700.66860.66090.64720.63540.62520.61630.60840.79730.79280.78850.78430.78020.77620.77240.76860.76500.76140.75790.75460.75130.74810.74500.74200.73900.73610.73330.73050.72780.72520.72260.72010.71770.71530.71290.71060.70830.70610.70400.70190.69980.69000.68110.67300.66560.65240.64110.63130.62270.61510.79230.78800.78380.77970.77570.77180.76810.76450.76090.75750.75410.75090.74770.74460.74160.73860.73580.73300.73020.72760.72500.72240.72000.71750.71510.71280.71060.70830.70620.70400.70190.69990.69790.68850.67990.67210.66490.65230.64140.63200.62380.6165續(xù)表0.500.550.600.650.700.750.800.850.900.951.001.481.491.501.511.521.531.541.551.561.571.581.591.601.611.621.631.641.651.661.671.681.691.701.711.721.731.741.751.761.771.781.791.801.851.901.952.002.102.202.302.402.500.78190.77770.77360.76960.76580.76200.75840.75490.75150.74820.74490.74180.73870.73570.73280.73000.72720.72450.72190.71390.71680.71440.71200.70960.70730.70510.70290.70080.69870.69660.69460.69270.69070.68170.67340.66590.65910.64700.63660.62760.61970.61270.76590.76810.75790.75410.75040.74680.74330.73990.73660.73340.73030.72730.72430.72140.71860.71590.71330.71070.70810.705

溫馨提示

  • 1. 本站所有資源如無特殊說明,都需要本地電腦安裝OFFICE2007和PDF閱讀器。圖紙軟件為CAD,CAXA,PROE,UG,SolidWorks等.壓縮文件請(qǐng)下載最新的WinRAR軟件解壓。
  • 2. 本站的文檔不包含任何第三方提供的附件圖紙等,如果需要附件,請(qǐng)聯(lián)系上傳者。文件的所有權(quán)益歸上傳用戶所有。
  • 3. 本站RAR壓縮包中若帶圖紙,網(wǎng)頁內(nèi)容里面會(huì)有圖紙預(yù)覽,若沒有圖紙預(yù)覽就沒有圖紙。
  • 4. 未經(jīng)權(quán)益所有人同意不得將文件中的內(nèi)容挪作商業(yè)或盈利用途。
  • 5. 人人文庫網(wǎng)僅提供信息存儲(chǔ)空間,僅對(duì)用戶上傳內(nèi)容的表現(xiàn)方式做保護(hù)處理,對(duì)用戶上傳分享的文檔內(nèi)容本身不做任何修改或編輯,并不能對(duì)任何下載內(nèi)容負(fù)責(zé)。
  • 6. 下載文件中如有侵權(quán)或不適當(dāng)內(nèi)容,請(qǐng)與我們聯(lián)系,我們立即糾正。
  • 7. 本站不保證下載資源的準(zhǔn)確性、安全性和完整性, 同時(shí)也不承擔(dān)用戶因使用這些下載資源對(duì)自己和他人造成任何形式的傷害或損失。

評(píng)論

0/150

提交評(píng)論