Uyilo lwenkqubo yenkxaso yenyikima yale projekthi ikakhulu ibandakanya: 1. Unikezelo lwamanzi, inkqubo yokuhambisa amanzi kunye nokufudumeza umbhobho wamanzi: imibhobho yenziwe ngemibhobho yentsimbi eneplastiki enediphu eshushu, idiphu eshushu ediphu imibhobho yentsimbi kunye nentsimbi edityanisiweyo engenamthungo. imibhobho.(kubandakanywa ne-sprinkler) inkqubo: ≥ imibhobho ye-DN65 kufuneka ixhotyiswe ngenkxaso ye-anti-seismic;3. Inkqubo yombane (kubandakanywa ne-alamu yomlilo): iitreyi zekhebula kunye neentambo zebhasi kufuneka zisetyenziswe, kunye ne-gravity enkulu kune-150N / m, zonke kufuneka zixhotyiswe ngenkxaso ye-anti-seismic kunye nee-hangers;4. Ukungena komoya kunye nokuthintela umsi kunye nenkqubo yokukhupha: izinto zombhobho ishidi lensimbi, indawo enqamlezileyo yombhobho we-ventilation ngu-≥ 0.38 square metres, kwaye yonke imibhobho yokukhupha umsi kufuneka ixhotyiswe ngeebrakethi ezichasene ne-vibration, kunye ne-air duct system ene-circular air duct diameter enkulu okanye ilingana ne-0.7 yeemitha;
Unikezelo lwamanzi kunye nokuhanjiswa kwamanzi, umlilo kunye noyilo lwe-seismic
1. NgokweSiqendu 3.7.1 se-“Code for Seismic Design of Buildings” GB50011-2010: Amacandelo angengawo alwakhiwo, kubandakanywa amacandelo angengawo olwakhiwo lwezakhiwo kunye nezixhobo zoomatshini nezombane ezincanyathiselwe kwisakhiwo kunye noqhagamshelo lwaso nomzimba oyintloko. , ifanele ilungiselelwe ukuxhathisa iinyikima;Izakhiwo kunye nobunjineli be-electromechanical kwindawo yeedigri ezi-6 nangaphezulu kufuneka ziyilelwe ukuxhathisa inyikima, kwaye ziyilwe yinkampani yobuchwephesha yokumelana nokuzamazama komhlaba;3. Unikezelo lwamanzi kunye nokuhanjiswa kwedayamitha yombhobho ngaphezu kwe-DN65 kule projekthi, kunye nenkqubo yepayipi yokutshiza umlilo ithatha inkqubo yenkxaso ye-electromechanical pipeline seismic;4. Ubukhulu besithuba seendawo ezixhasayo ezisecaleni zemibhobho eyomeleleyo asiyi kuba ngaphezu kwe-12m;isithuba esikhulu seendawo ezixhasayo zemibhobho ebhetyebhetye asiyi kuba ngaphezu kwe-6m;5. Esona sikhewu siphezulu soyilo seendawo zokuxhasa inyikima yobude bemibhobho eqinileyo ayisayi kuba ngaphezu kweemitha ezingama-24, kwaye esona sithuba siphezulu sezixhasi zenyikima ezinde zemibhobho ebhetyebhetye asiyi kuba ngaphezu kwe-12m ;6.Zonke iimveliso kufuneka zihlangabezane "neMiqathango yezobuGcisa ngokuBanzi kwiiNkxaso zeSeismic kunye neeHangers zeMechanical Construction kunye neZixhobo zoMbane" CT/T476-2015.
I-Electromechanical Seismic Design
1. Imibhobho yombane enobukhulu bangaphakathi obungaphezulu kwe-60mm kunye neetreyi zentambo ezinobunzima obukhulu kunoko okanye obulingana ne-150N/m, iibhokisi zetreyi zentambo, iintambo zebhasi kunye nezixhobo ze-electromechanical ezinobunzima obukhulu kune-1.8KN kwimibhobho yokunqunyanyiswa kufuneka ixhotyiswe umbhobho we-electromechanical anti-seismic system kunye nezixhobo ze-electromechanical anti-seismic Inkqubo yokuxhasa;2. Isithuba senkxaso ye-seismic sigqitywe kwinqanaba loyilo olunzulu kwisiza, kwaye luhlangabezana neemfuno zenkcazo "IiMeko zoBugcisa ngokuBanzi kwiiNkxaso zeSeismic kunye ne-Hanger for Mechanical and Electrical Equipment in Buildings" CT/T476-2015, ( GB50981-2014), kwaye inkqubo yenkxaso nganye kufuneka ibe 3. Inkqubo yenkxaso yenyikima kunye ne-hanger iya kuvavanywa ngokuhambelana ne “General Technical Conditions for Seismic Supports and Hangers of Building Mechanical and Electrical Equipment” CT/T476-2015 ukuhlangabezana umthwalo olinganiselweyo weendawo zoqhagamshelo lwenyikima.Ngaphantsi kwesenzo se-9KN, yigcine ngomzuzu we-1, iinxalenye azikho ukuphuka, i-deformation esisigxina kunye nomonakalo, kwaye unikeze ingxelo yovavanyo egxininiswe ngesitywina se-CMA yi-arhente yokuvavanya kazwelonke, zonke iinxalenye zenkxaso ye-seismic (kubandakanywa nentsimbi yentsimbi, i-seismic izihlanganisi, izikrufu, iiankile) iibholiti, njl.njl.) zonke zibonelelwa ngumenzi ofanayo, kwaye izihlanganisi ezisebenzisana nentsimbi yomjelo kufuneka zibe zizibophelelo zoqhagamshelo, kunye namandongomane asentwasahlobo okanye ezinye izihlanganisi ezicandekileyo akufuneki zisetyenziswe ukuqinisekisa ukuba ukuthembeka kokufakela kunye nokudibanisa kwinkqubo yokuxhasa i-seismic.4. Inkqubo yokuxhasa i-anti-seismic kufuneka isebenzise iibholithi ze-anchor ezandisiweyo ngasemva kunye ne-mechanical locking effect, ekufuneka ihambelane ne-"Technical Regulations for Post-Anchorage of Concrete Structures" (JGJ145-2013), kwaye iphumelele iZiko lamazwe ngamazwe okanye lasekhaya. isiqinisekiso senyikima, kunye nokubonelela ngeengxelo zovavanyo lokuxhathisa umlilo iiyure ezimbini ezivela kumaziko agunyazisiweyo asekhaya nangaphandle.
I-Electromechanical Seismic Design
1.Izibiyeli ezichasene nenyikima kufuneka zisetyenziselwe ukuthintela umsi, imibhobho yokukhupha umoya kwiingozi kunye nezixhobo ezinxulumene noko;
2. Ibakala lentsimbi yeebholiti ze-anchor zokuqinisa yintsimbi ye-8.8-grade, kunye nemigangatho yazo zonke iindawo ze-screw, i-sleeve, i-nut, kunye ne-gasket zenziwe nge-galvanized anti-corrosion technology.Ubunzima bomgca we-zinc abukho ngaphantsi kwe-50Ųm;
3. Ubunzima bodonga bokusebenza kwentsimbi yentsimbi emise okwe-C ayikho ngaphantsi kwe-2.0mm, ubukhulu beqhekeza lokudibanisa abukho ngaphantsi kwe-4mm, kunye nobukhulu bentsimbi ye-C-shaped yentsimbi yenkxaso edibeneyo kunye ne-hanger system. yi ≥80 microns.Umda wentsimbi yentsimbi ye-curling edge yokuxhaswa kwangaphambili kunye ne-hanger kufuneka ibe nemingxuma yezinyo yobunzulu obufanayo ukuqinisekisa uxhulumaniso oluhlangeneyo lwe-occlusal.Le ndlela yokudibanisa i-occlusal inokufezekisa ukungaphumeleli kwe-ductile phantsi kwemithwalo ekhethekileyo.Ukuze kuphuculwe ukuthembeka koqhagamshelo lwemibhobho enzima kunye nemibhobho ene-vibration kunye nemithwalo eguquguqukayo kwisiza;
4. Intsimbi ye-channel ene-C ineendlela ezintathu zengxelo ye-compressive bear capacity: ngaphambili, ecaleni nangasemva, kwaye ngaphambili ayikho ngaphantsi kwe-19.85KN;Icala alikho ngaphantsi kwe-13.22KN;umva awukho ngaphantsi kwe-18.79KN.Amandla esivuno ≥ 330MPA;ubude emva kokuphuka ≥ 34%;ukwanda kokuqina kwamandla ≥ 443MPA ukuqinisekisa ukuqina kwecandelo kunye nokuqinisekisa ukuba akukho deformation yecandelo lentsimbi yomjelo ngexesha lokuthutha, ukusika kunye nokufakwa;
5. Uqhagamshelo phakathi kweziqhagamshelo zentsimbi yomjelo kufuneka Luthathe uqhagamshelo olubandayo lwamazinyo kwaye lunengxelo yovavanyo lwenyikima yemeko ye-occlusal.I-anti-slip ye-M12 yentsimbi yesitshixo yentsimbi ayikho ngaphantsi kwe-6.09KN.Ukuze kuqinisekiswe uxhulumaniso oluthembekileyo phakathi kwamanqaku okudibanisa, amandla okuthwala i-tensile ye-M12 channel yentsimbi yentsimbi ayikho ngaphantsi kwe-16.62KN;IiMeko zezobuGcisa ngokuBanzi kwiiNkxaso zeSeismic zoomatshini kunye nezoMbane kunye neeHanger zeZakhiwo (CJ/T476-2015).
Ixesha lokuposa: Apr-26-2022