Idizayini yesistimu yokweseka i-seismic yale phrojekthi ihlanganisa ikakhulukazi

Idizayini yohlelo lokuzamazama komhlaba lwale phrojekthi ikakhulukazi ihlanganisa: 1. Ukuphakelwa kwamanzi, ukuthuthwa kwamanzi kanye nohlelo lwamapayipi amanzi okufudumeza: amapayipi enziwe ngamapayipi ensimbi afakwe umugqa wepulasitiki oshisayo, amapayipi ensimbi adiphu ashisayo kanye nensimbi engenamthungo eshiselwe. amapayipi.(kuhlanganise ne-sprinkler) uhlelo: ≥ amapayipi e-DN65 kufanele afakwe izisekelo zokulwa nokuzamazama komhlaba;3. Uhlelo lukagesi (okuhlanganisa ne-alamu yomlilo): kufanele kusetshenziswe amathreyi ekhebula namapayipi amabhasi, anamandla adonsela phansi angaphezu kuka-150N/m, konke kufanele kufakwe izisekelo zokulwa nokuzamazama komhlaba nama-hangers;4. Ukungena komoya kanye nohlelo lokuvimbela intuthu nokukhipha umoya: impahla yepayipi iyishidi lensimbi, indawo ephambanayo yepayipi lokungenisa umoya ingu-≥ 0.38 square metres, futhi wonke amapayipi okukhipha intuthu kufanele afakwe abakaki abaphikisana nokudlidliza, kanye nesistimu yemigudu yomoya enobubanzi obuyindilinga obungaphezu noma obulingana namamitha angu-0.7;

Ukuhlinzekwa kwamanzi kanye nokukhipha amanzi, ukwakhiwa komlilo kanye nokuzamazama komhlaba

1. Ngokwe-athikili 3.7.1 “yeKhodi Yokuklanywa Kwezakhiwo Zokuzamazama komhlaba” GB50011-2010: Izingxenye okungezona ezesakhiwo, okuhlanganisa izingxenye ezingezona zesakhiwo zesakhiwo kanye nezinto zokusebenza zemishini nezikagesi ezixhunywe esakhiweni kanye nokuxhumana kwaso nomzimba omkhulu. , kufanele yakhelwe ukumelana nokuzamazama komhlaba;Izakhiwo kanye nobunjiniyela be-electromechanical endaweni engamadigri ayi-6 nangaphezulu kumele yakhelwe ukumelana nokuzamazama komhlaba, futhi yakhelwe inkampani echwepheshile yokumelana nokuzamazama komhlaba;3. Ukuhlinzekwa kwamanzi nokugeleza kobubanzi bepayipi ngaphezu kwe-DN65 kule phrojekthi, kanye nesistimu yokufafaza umlilo yamukela uhlelo lokusekela i-electromechanical pipeline seismic;4. Isikhala esiphezulu sezisekelo ezisemaceleni zamapayipi aqinile akufanele seqe ku-12m;Isikhala esiphezulu sezisekelo ezisemaceleni zamapayipi aguquguqukayo akufanele seqe ku-6m;5. Isikhala esiphezulu sokuklama sezisekelo zokuzamazama komhlaba ezinde zamapayipi aqinile akufanele seqe amamitha angu-24, futhi isikhala esikhulu sezisekelo zokuzamazama komhlaba zamapayipi aguquguqukayo ngeke seqe ku-12m;6.Yonke imikhiqizo kufanele ihlangabezane “Nezimo Zobuchwepheshe Ezivamile Zokusekela Kwezemvelo Neziphanyeko Zemishini Yokwakha Nezisetshenziswa Kagesi” CT/T476-2015.

I-Electromechanical Seismic Design

1. Amapayipi kagesi anobubanzi bangaphakathi obungaphezu kuka-60mm kanye namathreyi ekhebula anamandla adonsela phansi amakhulu noma alingana no-150N/m, amabhokisi ethreyi lekhebula, imigudu yamabhasi kanye nezinto zokusebenza zika-electromechanical ezinamandla adonsela phansi angaphezu kuka-1.8KN kumapayipi amisiwe kufanele afakwe ipayipi le-electromechanical anti-seismic support system kanye ne-electromechanical system anti-seismic Supporting System;2. Ukuhlukaniswa kwesikhala sokusekelwa kokuzamazama komhlaba kunqunywa esigabeni sokujula kwedizayini esizeni, futhi kuhlangabezana nezimfuneko zokucaciswa “Izimo Ezivamile Zobuchwepheshe Zokusekela Ukuzamazama Nokulenga Izisetshenziswa Zemishini Nogesi Ezakhiweni” CT/T476-2015, ( GB50981-2014), futhi uhlelo ngalunye lokusekela kufanele lube 3. Isistimu yokusekela i-seismic kanye ne-hanger izohlolwa ngokuhambisana “Nemibandela Yobuchwepheshe Ejwayelekile Yezisekelo Ze-Seismic and Hangers of Building Mechanical and Electrical Equipment” CT/T476-2015 ukuze kuhlangatshezwane umthwalo olinganiselwe wezingxenye zokuxhuma kwe-seismic.Ngaphansi kwesenzo se-9KN, yigcine iminithi elingu-1, izingxenye azinakwaphuka, ukuwohloka unomphela kanye nokulimala, futhi unikeze umbiko wokuhlola ogxivizwe ngophawu lwe-CMA yi-ejensi kazwelonke yokuhlola, zonke izingxenye zokusekelwa kokuzamazama komhlaba (okuhlanganisa insimbi yesiteshi, i-seismic izixhumi, izikulufu, amahange) amabhawodi, njll.) konke kuhlinzekwa ngumkhiqizi ofanayo, futhi izixhumi ezisebenzisana nensimbi yesiteshi kufanele zibe izixhumo eziwucezu olulodwa, futhi amantongomane noma ezinye izixhumi ezihlukanisayo akufanele zisetshenziswe ukuze kuqinisekiswe ukuthi ukwethembeka kokufaka nokuxhumana ohlelweni lokusekela i-seismic.4. Isistimu yokusekela emelene nokuzamazama komhlaba kufanele isebenzise amabhawodi alenga phansi anwetshiwe anwetshiwe anamandla okukhiya, okumele ahambisane “Nemithethonqubo Yezobuchwepheshe Yezakhiwo Zezakhiwo Eziqinile” (JGJ145-2013), futhi iphumelele iSikhungo samazwe ngamazwe noma sasekhaya. isitifiketi sokuzamazama komhlaba, nokuhlinzeka ngemibiko yokuhlola ukumelana nomlilo yamahora amabili evela ezikhungweni ezigunyaziwe zasekhaya nezangaphandle.

I-Electromechanical Seismic Design

1.Izibakaki zokulwa nokuzamazama komhlaba kufanele zisetshenziselwe ukuvimbela intuthu, imigudu yokukhipha umoya engozini kanye nemishini ehlobene;

2. Ibanga lensimbi lamabhawodi okunamathisela ihange aqinisayo liyinsimbi yebanga lesi-8.8, futhi izindawo ezingaphezulu zazo zonke izingxenye zesikulufu, umkhono, amantongomane, negasket zenziwe ngobuchwepheshe obunqanda ukubola.Ugqinsi lwengqimba ye-zinc abukho ngaphansi kuka-50Ųm;

3. Ugqinsi lodonga lokusebenza lwensimbi yesiteshi esimise okwe-C abukho ngaphansi kuka-2.0mm, ukujiya kwesiqeshana esixhumayo abukho ngaphansi kuka-4mm, nogqinsi lwensimbi emise okuka-C yesistimu yokusekela eqediwe ehlanganisiwe ne-hanger. ≥80 microns.Unqenqema olugoqayo lwensimbi lwesiteshi lokusekela okwakhiwe kusengaphambili kanye nesiphanyeko kufanele kube nemigodi yamazinyo yokujula okufanayo ukuze kuqinisekiswe ukuxhumana kwe-mutual occlusal.Le modi yokuxhumeka kwe-occlusal ingafinyelela ukwehluleka kwe-ductile ngaphansi kwemithwalo ekhethekile.Ukuze kuthuthukiswe ukwethembeka kokuxhumeka kwamapayipi esindayo kanye namapayipi anokudlidliza nemithwalo eguquguqukayo esizeni;

4. Insimbi yeshaneli emise okwe-C inezikhombisi-ndlela ezintathu zombiko wamandla okuthwala okucindezelayo: ngaphambili, ohlangothini nangemuva, futhi ingaphambili alikho ngaphansi kuka-19.85KN;Uhlangothi alukho ngaphansi kuka-13.22KN;ingemuva alikho ngaphansi kuka-18.79KN.Amandla okukhiqiza ≥ 330MPA;ubude ngemva kokuphuka ≥ 34%;ukwanda kwamandla okuqinile ≥ 443MPA ukuze kuqinisekiswe ukuqina kwesigaba futhi kuqinisekiswe ukuthi akukho ukuguquguquka kwengxenye yensimbi yesiteshi ngesikhathi sokuthutha, ukusika nokufakwa;

5. Ukuxhumana phakathi kwezixhumi zensimbi zesiteshi kufanele kube Kuthatha ukuxhumana okubandayo kwamazinyo futhi kunombiko wokuhlolwa kokuzamazama komhlaba wesimo se-occlusal.I-anti-slip yokukhiya insimbi yesiteshi se-M12 ayikho ngaphansi kuka-6.09KN.Ukuze kuqinisekiswe ukuxhumana okuthembekile phakathi kwamaphoyinti okuxhuma, amandla okuthwala okuqinile we-M12 channel steel buckle ayikho ngaphansi kwe-16.62KN;Izimo Ezijwayelekile Zezobuchwepheshe Zokusekela Kwemishini Nokuzamazama Kagesi kanye Neziphanyeko Zezakhiwo (CJ/T476-2015).


Isikhathi sokuthumela: Apr-26-2022