ʻO ka hoʻolālā ʻana o ka ʻōnaehana kākoʻo seismic o kēia papahana ka mea nui: 1. ʻO ka lako wai, ka hoʻoheheʻe ʻana a me ka ʻōnaehana wai hoʻomehana: ua hana ʻia nā paipu me nā paipu kila wela wela, nā paipu kila wela a me ke kila welded paipu.(me ka sprinkler): ≥ Pono nā paipu DN65 me nā kākoʻo anti-seismic;3. Pūnaehana uila (me ka ho'āla ahi): pono e hoʻohana ʻia nā pā uwea a me nā auwai kaʻa, me ka ʻumekaumaha i ʻoi aku ma mua o 150N/m, pono e hoʻolako ʻia nā mea a pau me nā kākoʻo anti-seismic a me nā kaula;4. Ventilation A me ka uahi pale a me ka exhaust nenoaiu: ka paipu mea he galvanized kila pepa, ka cross-sectional wahi o ka ventilation paipu mea ≥ 0.38 square mika, a pau ka uahi exhaust paipu e lako me ka anti-vibration brackets, a me ka ʻōnaehana ea me ke anawaena o ka ea a puni i ʻoi aku ma mua o 0.7 mika;
Hoʻolako wai a me ka hoʻoheheʻe ʻana, ke ahi a me ka hoʻolālā seismic
1. E like me ka Paukū 3.7.1 o "Code for Seismic Design of Buildings" GB50011-2010: Nā ʻāpana hana ʻole, me nā ʻāpana hana ʻole o nā hale a me nā mea hana mechanical a me nā uila i hoʻopili ʻia i ka hale a me kona pilina me ke kino nui. , pono e hoʻolālā ʻia no ke kū ʻana i ke olai;Pono e hoʻolālā ʻia nā hale a me nā ʻenehana electromechanical ma kahi o 6 degere a i luna no ke kū ʻana o ke ōlaʻi, a hoʻolālā ʻia e kahi ʻoihana kūʻē i ka ʻōlaʻi electromechanical;3. ʻO ka hāʻawi wai a me ka hoʻokahe ʻana o ke anawaena paipu ma luna o DN65 i kēia papahana, a ʻo ka ʻōnaehana piping sprinkler ahi e hoʻohana i ka ʻōnaehana kākoʻo seismic pipeline electromechanical;4. ʻAʻole ʻoi aku ma mua o 12m ka lōʻihi loa o nā kākoʻo ʻaoʻao o nā paipu paʻa;ʻaʻole ʻoi aku ka nui o ka mamao o nā kākoʻo ʻaoʻao o nā paipu maʻalahi ma mua o 6m;5. ʻAʻole ʻoi aku ka nui o ka hoʻolālā ʻana o nā kākoʻo seismic longitudinal o nā paipu ʻoʻoleʻa ma mua o 24 mau mika, a ʻo ka lōʻihi loa o nā kākoʻo seismic longitudinal o nā paipu hikiwawe ʻaʻole e ʻoi aku ma mua o 12m;6.Pono nā huahana a pau i ka "General Technical Conditions for Seismic Supports and Hangers of Construction Mechanical and Electrical Equipment" CT/T476-2015.
Electromechanical Seismic Design
1. ʻO ka paipu uila me ke anawaena o loko i ʻoi aku ka nui ma mua o 60mm a me nā pā kaula me ka umekaumaha ʻoi aku ka nui ma mua o a i ʻole like me 150N / m, nā pahu pahu pahu, nā pahu kaʻa a me nā lako electromechanical me ka umekaumaha ʻoi aku ma mua o 1.8KN i nā pipeline hoʻokuʻu pono e lako me he ʻōnaehana kākoʻo anti-seismic electromechanical pipeline a me nā lako electromechanical anti-seismic Supporting system;2. Hoʻoholo ʻia ka spacing o ke kākoʻo seismic ma ke kahua o ka hoʻolālā hohonu ʻana ma ka pūnaewele, a hoʻokō i nā koi o ka kikoʻī "General Technical Conditions for Seismic Supports and Hangers for Mechanical and Electrical Equipment in Buildings" CT / T476-2015, ( GB50981-2014), a ʻo kēlā me kēia ʻōnaehana kākoʻo e hoʻāʻo ʻia e like me ka "General Technical Conditions for Seismic Supports and Hangers of Building Mechanical and Electrical Equipment" CT/T476-2015 e hālāwai me ka i helu ʻia ka ukana o nā ʻāpana pili seismic.Ma lalo o ka hana a 9KN, e mālama iā ia no 1 minuke, ʻaʻohe haʻihaʻi o nā ʻāpana, deformation mau a me ka pōʻino, a hāʻawi i kahi hōʻike hoʻāʻo i hoʻopaʻa ʻia me ka sila CMA e kahi hui hoʻāʻo ʻāina, nā ʻāpana āpau o ke kākoʻo seismic (me ke kila channel, seismic. ʻO nā mea hoʻohui, nā wili, nā heleuma) nā bolts, a me nā mea ʻē aʻe) i hoʻolako ʻia e ka mea hana like, a ʻo nā mea hoʻohui e hui pū me ke kila awāwa he mau mea hoʻopili hoʻokahi ʻāpana, a ʻaʻole pono e hoʻohana ʻia nā hua puna a i ʻole nā mea hoʻohui ʻē aʻe e hōʻoia i ka ka hilinaʻi o ka hoʻokomo ʻana a me ka pili ʻana i ka ʻōnaehana kākoʻo seismic.4. Pono ka ʻōnaehana kākoʻo anti-seismic e hoʻohana i nā bolts heleuma lalo i hoʻonui ʻia i hope me ka hopena locking mechanical, pono e hoʻokō me nā "Regulatory Technical for Post-Anchorage of Concrete Structures" (JGJ145-2013), a hala i ka International Institutional palapala hōʻoia seismic, a hāʻawi i nā hōʻike hōʻike hoʻāʻo pale ahi ʻelua hola mai nā ʻoihana mana kūloko a me nā ʻāina ʻē.
Electromechanical Seismic Design
1. Pono e hoʻohana ʻia nā pale pale no ka pale ʻana i ka uahi, nā ducts ventila ulia a me nā lako pili;
2. ʻO ke kila kila o nā bolts heleuma hoʻopaʻa ʻia he kila 8.8-grade, a ua hana ʻia nā ʻili o nā ʻāpana a pau o ka wili, ka lima, ka nut, a me ka gasket me ka ʻenehana anti-corrosion galvanized.ʻAʻole emi ka mānoanoa o ka papa zinc ma mua o 50Ųm;
3. ʻAʻole emi ka mānoanoa o ka pā hana o ke kila C-like channel ma mua o 2.0mm, ʻaʻole i emi iho ka mānoanoa o ka ʻāpana hoʻohui ma lalo o 4mm, a ʻo ka mānoanoa o ke kila C-like channel o ke kākoʻo i hoʻopau ʻia a me ka ʻōnaehana kau. ʻo ≥80 microns.Pono e loa'a nā lua niho o ka hohonu ho'okahi o ke kahawai kila o ke kāko'o i hana mua 'ia a me ka hanger e hō'oia i ka pilina occlusal.Hiki i kēia ʻano hoʻohui occlusal ke hoʻokō i ka hemahema ductile ma lalo o nā ukana kūikawā.I mea e hoʻomaikaʻi ai i ka hilinaʻi pili o nā pipeline kaumaha kaumaha a me nā pipeline me ka haʻalulu a me nā haʻahaʻa ikaika ma ka pūnaewele;
4. C-like channel kila i ekolu kuhikuhi o compressive hali hiki hoike: mua, aoao a me hope, a me ka mua mea ole emi ma mua o 19.85KN;ʻAʻole emi kaʻaoʻao ma lalo o 13.22KN;ʻaʻole emi ke kua ma mua o 18.79KN.ʻO ka ikaika ≥ 330MPA;elongation ma hope o ka haʻihaʻi ≥ 34%;hoʻonui i ka ikaika tensile ≥ 443MPA e hōʻoia i ka rigidity o ka ʻāpana a me ka hōʻoia ʻana ʻaʻole deformation o ka ʻāpana kila channel i ka wā o ka lawe ʻana, ʻokiʻoki a hoʻokomo;
5. ʻO ka pilina ma waena o nā mea hoʻohui kila e pono ke hoʻohana i ka pili anu mechanical o nā niho a loaʻa iā ia ka hōʻike hoʻāʻo seismic o ke kūlana occlusal.ʻAʻole emi iki ka anti-slip o ka laka kila M12 ma lalo o 6.09KN.I mea e hōʻoia ai i ka pilina paʻa ma waena o nā wahi pili, ʻaʻole i emi iho ka tensile bearing o ka M12 channel steel buckle ma lalo o 16.62KN;Nā Kūlana Kūlana Nui no nā Kākoʻo Seismic Mechanical and Electrical Seismic and Hangers of Buildings (CJ/T476-2015).
Ka manawa hoʻouna: Apr-26-2022