[et_pb_section fb_built=”1″ _builder_version=”4.9.7″ _module_preset=”default” global_colors_info=”{}”][et_pb_row _builder_version=”4.9.7″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.9.7″ _module_preset=”default” global_colors_info=”{}”][et_pb_text admin_label=”Titolo” _builder_version=”4.10.7″ _module_preset=”default” header_3_font=”|600||on|||||” header_3_text_align=”center” header_3_text_color=”#4c4566″ header_3_line_height=”1.6em” hover_enabled=”0″ header_3_font_size_tablet=”20px” header_3_font_size_phone=”16px” header_3_font_size_last_edited=”on|phone” header_3_line_height_tablet=”” header_3_line_height_phone=”1.5em” header_3_line_height_last_edited=”on|phone” locked=”off” global_colors_info=”{}” sticky_enabled=”0″]<\/p>\n
[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row _builder_version=”4.9.7″ _module_preset=”default” width_tablet=”” width_phone=”100%” width_last_edited=”on|phone” custom_padding=”0px||0px||true|false” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.9.7″ _module_preset=”default” global_colors_info=”{}”][et_pb_text _builder_version=”4.10.7″ _module_preset=”default” background_color=”#f7f7f7″ custom_padding=”20px|30px|20px|30px|true|true” hover_enabled=”0″ text_font_size_tablet=”” text_font_size_phone=”14px” text_font_size_last_edited=”on|phone” text_line_height_tablet=”” text_line_height_phone=”1.7em” text_line_height_last_edited=”on|phone” global_colors_info=”{}” sticky_enabled=”0″]<\/p>\n
CLIENT<\/strong>: Fin Mobile S.a.s. di Fabio Bastianini & Co. [\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row _builder_version=”4.9.7″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.9.7″ _module_preset=”default” global_colors_info=”{}”][et_pb_text admin_label=”PROJECT DESCRIPTION” _builder_version=”4.10.7″ _module_preset=”default” hover_enabled=”0″ text_font_size_tablet=”” text_font_size_phone=”15px” text_font_size_last_edited=”on|phone” text_line_height_tablet=”” text_line_height_phone=”1.6em” text_line_height_last_edited=”on|phone” global_colors_info=”{}” sticky_enabled=”0″]<\/p>\n PROJECT DESCRIPTION<\/strong><\/p>\n 1. General criteria<\/strong> The structural design was carried out in compliance with the Ministerial Decrees of 1996 relating to Technical Standards and Seismic Standards. However, given the imminent entry of the new Technical Regulations, it was considered appropriate to introduce some concepts of seismic design also already present in the circular Min. LL.PP. of 10.04.1997, n. 65\/AA.GG not binding. This choice has resulted in the following actions:<\/p>\n The structural analysis and the current verifications on the structural elements have been carried out using the Win-Strand calculation code produced by ENEXSYS S.r.L. Via Tizzano 46\/2 Casalecchio di Reno (Bologna) and the post processors dedicated to the structures in reinforced concrete and steel named respectively WDisCa and Win AciVer, together with electronic spreadsheets specifically elaborated.<\/p>\n [\/et_pb_text][et_pb_image src=”https:\/\/teleios-ing.it\/wp-content\/uploads\/2021\/07\/SCHEDA-ZOLA_1.jpg” title_text=”SCHEDA-ZOLA_1″ align=”center” _builder_version=”4.9.11″ _module_preset=”default” global_colors_info=”{}”][\/et_pb_image][et_pb_text admin_label=”2. Foundation structures” _builder_version=”4.10.7″ _module_preset=”default” hover_enabled=”0″ text_font_size_tablet=”” text_font_size_phone=”15px” text_font_size_last_edited=”on|phone” text_line_height_tablet=”” text_line_height_phone=”1.6em” text_line_height_last_edited=”on|phone” global_colors_info=”{}” sticky_enabled=”0″]<\/p>\n 2. Foundation structures<\/strong> [\/et_pb_text][et_pb_image src=”https:\/\/teleios-ing.it\/wp-content\/uploads\/2021\/07\/SCHEDA-ZOLA_2.jpg” title_text=”SCHEDA-ZOLA_2″ align=”center” _builder_version=”4.9.11″ _module_preset=”default” global_colors_info=”{}”][\/et_pb_image][et_pb_text admin_label=”3. Elevation Structures” _builder_version=”4.10.7″ _module_preset=”default” hover_enabled=”0″ text_font_size_tablet=”” text_font_size_phone=”15px” text_font_size_last_edited=”on|phone” text_line_height_tablet=”” text_line_height_phone=”1.6em” text_line_height_last_edited=”on|phone” global_colors_info=”{}” sticky_enabled=”0″]<\/p>\n 3. Elevation Structures<\/strong> [\/et_pb_text][et_pb_image src=”https:\/\/teleios-ing.it\/wp-content\/uploads\/2021\/07\/SCHEDA-ZOLA_3.jpg” title_text=”SCHEDA-ZOLA_3″ align=”center” _builder_version=”4.9.11″ _module_preset=”default” global_colors_info=”{}”][\/et_pb_image][et_pb_text admin_label=”Continua pt.3″ _builder_version=”4.10.7″ _module_preset=”default” hover_enabled=”0″ text_font_size_tablet=”” text_font_size_phone=”15px” text_font_size_last_edited=”on|phone” text_line_height_tablet=”” text_line_height_phone=”1.6em” text_line_height_last_edited=”on|phone” global_colors_info=”{}” sticky_enabled=”0″]<\/p>\n 2. Rebuilt building<\/strong>: The planimetric arrangement of the structures is rectangular in shape with a footprint of 7.65\u00d712.20m for a maximum above-ground height of about 5.50m divided by a raised floor compared to the current ground level and a covering floor. The raised floor directly weighs on the cores of the foundation beams. [\/et_pb_text][\/et_pb_column][\/et_pb_row][\/et_pb_section]<\/p>\n","protected":false},"excerpt":{"rendered":" RENOVATION PROJECT WITH INCREASE OF USEFUL SURFACE AT THE HEADQUARTERS OF THE COMPANY METALMOBILE S.A.S. LOCATED IN VIA GESSO 140 – ZOLA PREDOSA (BO)CLIENT: Fin Mobile S.a.s. di Fabio Bastianini & Co.SERVICES RENDERED: preliminary, definitive, executive project, DL and safety, civil, structural.AMOUNT OF WORKS: 1.400.000 \u20acBEGINNING\/END OF WORKS: 2008\/2011CONTRACTOR: EDIL 48 S.r.l., via vittoria 23 […]<\/p>\n","protected":false},"author":5,"featured_media":1390,"comment_status":"open","ping_status":"closed","template":"","meta":{"_et_pb_use_builder":"on","_et_pb_old_content":" [et_pb_section fb_built=\"1\" _builder_version=\"4.9.7\" _module_preset=\"default\" global_colors_info=\"{}\"][et_pb_row _builder_version=\"4.9.7\" _module_preset=\"default\" global_colors_info=\"{}\"][et_pb_column type=\"4_4\" _builder_version=\"4.9.7\" _module_preset=\"default\" global_colors_info=\"{}\"][et_pb_text admin_label=\"Titolo\" _builder_version=\"4.9.9\" _module_preset=\"default\" header_3_font=\"|600||on|||||\" header_3_text_align=\"center\" header_3_text_color=\"#4c4566\" header_3_line_height=\"1.6em\" header_3_font_size_tablet=\"20px\" header_3_font_size_phone=\"16px\" header_3_font_size_last_edited=\"on|phone\" header_3_line_height_tablet=\"\" header_3_line_height_phone=\"1.5em\" header_3_line_height_last_edited=\"on|phone\" locked=\"off\" global_colors_info=\"{}\"]<\/p> [\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row _builder_version=\"4.9.7\" _module_preset=\"default\" width_tablet=\"\" width_phone=\"100%\" width_last_edited=\"on|phone\" custom_padding=\"0px||0px||true|false\" global_colors_info=\"{}\"][et_pb_column type=\"4_4\" _builder_version=\"4.9.7\" _module_preset=\"default\" global_colors_info=\"{}\"][et_pb_text _builder_version=\"4.9.9\" _module_preset=\"default\" background_color=\"#f7f7f7\" custom_padding=\"20px|30px|20px|30px|true|true\" text_font_size_tablet=\"\" text_font_size_phone=\"14px\" text_font_size_last_edited=\"on|phone\" text_line_height_tablet=\"\" text_line_height_phone=\"1.7em\" text_line_height_last_edited=\"on|phone\" global_colors_info=\"{}\"]<\/p> COMMITTENTE<\/strong>: Fin Mobile S.a.s. di Fabio Bastianini & Co. [\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row _builder_version=\"4.9.7\" _module_preset=\"default\" global_colors_info=\"{}\"][et_pb_column type=\"4_4\" _builder_version=\"4.9.7\" _module_preset=\"default\" global_colors_info=\"{}\"][et_pb_text admin_label=\"1. Criteri generali\" _builder_version=\"4.9.9\" _module_preset=\"default\" text_font_size_tablet=\"\" text_font_size_phone=\"15px\" text_font_size_last_edited=\"on|phone\" text_line_height_tablet=\"\" text_line_height_phone=\"1.6em\" text_line_height_last_edited=\"on|phone\" global_colors_info=\"{}\"]<\/p> DESCRIZIONE PROGETTO<\/strong><\/p> 1. Criteri generali La progettazione strutturale \u00e8 stata condotta in ottemperanza ai Decreti ministeriali del 1996 relativi alle Norme tecniche ed alle Norme sismiche. Tuttavia, dato l\u2019imminente ingresso delle nuove Norme Tecniche, si \u00e8 ritenuto opportuno introdurre alcuni concetti di progettazione antisismica peraltro gi\u00e0 presenti nella circolare Min. LL.PP. del 10.04.1997, n. 65\/AA.GG non cogente. Tale scelta si \u00e8 tradotta nelle seguenti azioni:<\/p> L\u2019analisi strutturale e le verifiche correnti sugli elementi strutturali \u00e8 stata condotta utilizzando il codice di calcolo Win-Strand prodotto dalla ENEXSYS S.r.L. Via Tizzano 46\/2 Casalecchio di Reno (Bologna) ed i post processori dedicati alle strutture in c.c.a. ed acciaio denominati rispettivamente WDisCa e Win AciVer, unitamente a fogli di calcolo elettronici appositamente elaborati.<\/p> [\/et_pb_text][et_pb_image src=\"https:\/\/teleios-ing.it\/wp-content\/uploads\/2021\/07\/SCHEDA-ZOLA_1.jpg\" title_text=\"SCHEDA-ZOLA_1\" align=\"center\" _builder_version=\"4.9.11\" _module_preset=\"default\" global_colors_info=\"{}\"][\/et_pb_image][et_pb_text admin_label=\"2. Strutture in fondazione\" _builder_version=\"4.9.9\" _module_preset=\"default\" text_font_size_tablet=\"\" text_font_size_phone=\"15px\" text_font_size_last_edited=\"on|phone\" text_line_height_tablet=\"\" text_line_height_phone=\"1.6em\" text_line_height_last_edited=\"on|phone\" global_colors_info=\"{}\"]<\/p> 2. Strutture in fondazione [\/et_pb_text][et_pb_image src=\"https:\/\/teleios-ing.it\/wp-content\/uploads\/2021\/07\/SCHEDA-ZOLA_2.jpg\" title_text=\"SCHEDA-ZOLA_2\" align=\"center\" _builder_version=\"4.9.11\" _module_preset=\"default\" global_colors_info=\"{}\"][\/et_pb_image][et_pb_text admin_label=\"3. Strutture in elevazione\" _builder_version=\"4.9.9\" _module_preset=\"default\" text_font_size_tablet=\"\" text_font_size_phone=\"15px\" text_font_size_last_edited=\"on|phone\" text_line_height_tablet=\"\" text_line_height_phone=\"1.6em\" text_line_height_last_edited=\"on|phone\" global_colors_info=\"{}\"]<\/p> 3. Strutture in elevazione [\/et_pb_text][et_pb_image src=\"https:\/\/teleios-ing.it\/wp-content\/uploads\/2021\/07\/SCHEDA-ZOLA_3.jpg\" title_text=\"SCHEDA-ZOLA_3\" align=\"center\" _builder_version=\"4.9.11\" _module_preset=\"default\" hover_enabled=\"0\" global_colors_info=\"{}\" sticky_enabled=\"0\"][\/et_pb_image][et_pb_text admin_label=\"Continua pt.3\" _builder_version=\"4.9.9\" _module_preset=\"default\" text_font_size_tablet=\"\" text_font_size_phone=\"15px\" text_font_size_last_edited=\"on|phone\" text_line_height_tablet=\"\" text_line_height_phone=\"1.6em\" text_line_height_last_edited=\"on|phone\" global_colors_info=\"{}\"]<\/p> 2. Fabbricato ricostruito<\/strong>: La disposizione planimetrica delle strutture \u00e8 di forma rettangolare di ingombro pari a 7.65x12.20m per un\u2019altezza fuori terra massima pari a 5.50m circa suddivisa da un solaio rialzato rispetto al piano di campagna attuale ed un solaio di copertura. Il solaio rialzato grava direttamente sulle anime delle travi di fondazione. [\/et_pb_text][\/et_pb_column][\/et_pb_row][\/et_pb_section]<\/p>","_et_gb_content_width":"","footnotes":""},"project_category":[9],"project_tag":[],"class_list":["post-1381","project","type-project","status-publish","has-post-thumbnail","hentry","project_category-buildings-and-structures"],"_links":{"self":[{"href":"https:\/\/teleios-ing.it\/en\/wp-json\/wp\/v2\/project\/1381","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/teleios-ing.it\/en\/wp-json\/wp\/v2\/project"}],"about":[{"href":"https:\/\/teleios-ing.it\/en\/wp-json\/wp\/v2\/types\/project"}],"author":[{"embeddable":true,"href":"https:\/\/teleios-ing.it\/en\/wp-json\/wp\/v2\/users\/5"}],"replies":[{"embeddable":true,"href":"https:\/\/teleios-ing.it\/en\/wp-json\/wp\/v2\/comments?post=1381"}],"version-history":[{"count":5,"href":"https:\/\/teleios-ing.it\/en\/wp-json\/wp\/v2\/project\/1381\/revisions"}],"predecessor-version":[{"id":1396,"href":"https:\/\/teleios-ing.it\/en\/wp-json\/wp\/v2\/project\/1381\/revisions\/1396"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/teleios-ing.it\/en\/wp-json\/wp\/v2\/media\/1390"}],"wp:attachment":[{"href":"https:\/\/teleios-ing.it\/en\/wp-json\/wp\/v2\/media?parent=1381"}],"wp:term":[{"taxonomy":"project_category","embeddable":true,"href":"https:\/\/teleios-ing.it\/en\/wp-json\/wp\/v2\/project_category?post=1381"},{"taxonomy":"project_tag","embeddable":true,"href":"https:\/\/teleios-ing.it\/en\/wp-json\/wp\/v2\/project_tag?post=1381"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}
SERVICES RENDERED<\/strong>: preliminary, definitive, executive project, DL and safety, civil, structural.
AMOUNT OF WORKS<\/strong>: 1.400.000 \u20ac
BEGINNING\/END OF WORKS<\/strong>: 2008\/2011
CONTRACTOR<\/strong>: EDIL 48 S.r.l., via vittoria 23 – San Lazzaro di Savena (BO) and FERRETTI FERNANDO di Ferretti Federico, via Agucchi 84\/20 – Bologna<\/p>\n
The structural design of the work has provided various areas of intervention listed below:<\/p>\n\n
\n
According to the characterization of the ground, an inverted beam typology has been planned for the new buildings in order to contain the differential settlements. The geometry of the foundations was definitely influenced by the inclined trend of the longitudinal profile of the ground, the overall height difference is equal to about 4.30m and for this reason the vertical core of the inverted beams reaches heights greater than 2.50m, thus becoming real baffles. In order to realize the external accommodations are provided for retaining walls with heights varying from about 1.0m to 4.0m. The structures of the staircase and elevator inside the existing building are founded on slab.<\/p>\n
The structures in elevation are generally constituted by spatial frames of beams and pillars in reinforced concrete which is entrusted with the function of resisting static and seismic actions.
The floors are of unidirectional type in pre-compressed slabs lightened with polystyrene blocks of variable spans from 8.0m to 6.0m, respectively for the new building and for the one to be rebuilt. All new structures in elevation are disconnected from the existing ones by seismic joints of variable thickness depending on the altimetrical quotas.
1. New building<\/strong>: the planimetric disposition of the structures is of rectangular shape with a footprint of 8.30\u00d733.35m for a maximum height above ground of 12.50m divided by two intermediate floors and a ceiling. Two systems of seismic-resistant frame are foreseen, the first realized with two longitudinal frames of pillars and beams recalculated in correspondence of the perimeter infill walls, the second composed of eight transversal frames of pillars and beams in thickness of limited width according to the dimensions of the pillars.<\/p>\n
3. New metallic deck<\/strong>: the structure has plan dimensions of 11.30\u00d78.0m, composed of HEA profiles with maximum spans of 8.0m. These profiles have been doubled and equipped with calastrons in correspondence of the central beam and edge on the border with the new wing. The secondary beams have a maximum span of about 6.10m. Inside the deck will be obtained the opening necessary to accommodate the stairwell and elevator. The floor of completion will be the type of corrugated sheet and concrete casting collaborating with a total height of 130mm. The connections are all made with bolted unions to cut while the connections to the pillars in c.c.a. existing are made through special saddles equipped with heavy anchorage systems on c.c.a. by means of chemical bars M20 through equipped with counter plate.
4. Stairwell and elevator<\/strong>: the structures in elevation consist of beams and pillars supporting ramps and landings of the stairwell and the box structure of the elevator shaft. The planimetric disposition of the structures is of rectangular shape with a footprint of 4.55\u00d74.80m for a maximum height above ground of 6.80m at the head of the elevator shaft.<\/p>\nPROGETTO DI RISTRUTTURAZIONE CON AUMENTO DI SUPERFICIE UTILE PRESSO LA SEDE DELLA DITTA METALMOBILE S.A.S. SITA IN VIA GESSO 140 - ZOLA PREDOSA (BO)<\/h3>
PRESTAZIONI SVOLTE<\/strong>: progetto preliminare, definitivo, esecutivo, DL e sicurezza, civile, strutturale
IMPORTO DELLE OPERE<\/strong>: 1.400.000 \u20ac
INIZIO\/FINE LAVORI<\/strong>: 2008\/2011
IMPRESA ESECUTRICE<\/strong>: EDIL 48 S.r.l., via vittoria 23 - San Lazzaro di Savena (BO) e FERRETTI FERNANDO di Ferretti Federico, via Agucchi 84\/20 - Bologna<\/p>
<\/strong>La progettazione strutturale dell\u2019opera ha previsto vari ambiti d\u2019intervento di seguito elencati:<\/p>
contenimento perimetrali esterni;<\/li>
<\/strong>In funzione della caratterizzazione del terreno \u00e8 stata in prevista, per i nuovi fabbricati, una tipologia a trave rovescia al fine di contenere i cedimenti differenziali. La geometria delle fondazioni \u00e8 stata decisamente influenzata dall\u2019andamento inclinato del profilo longitudinale del terreno, il dislivello complessivo \u00e8 pari a circa 4.30m e per tale ragione l\u2019anima verticale delle travi rovesce raggiunge altezze superiori ai 2.50m diventando quindi dei veri e propri setti. Al fine di realizzare le sistemazioni esterne sono previsti dei muri di contenimento di altezze variabili da 1.0m circa a 4.0m circa. Le strutture del corpo scala ed ascensore all\u2019interno dell\u2019edificio esistente sono fondate su platea.<\/p>
<\/strong>Le strutture in elevazione sono generalmente costituite da telai spaziali di travi e pilastri in c.c.a. ai quali \u00e8 affidata la funzione di resistere alle azioni statiche e sismiche.
I solai sono di tipo unidirezionale in lastre precompresse alleggerite con blocchi di polistirolo di luci variabili da 8.0m a 6.0m, rispettivamente per il nuovo fabbricato e per quello da ricostruire. Tutte le nuove strutture in elevazione sono scollegate da quelle esistenti mediante giunti sismici di spessore variabile in funzione delle quote altimetriche.
1. Nuovo fabbricato<\/strong>: la disposizione planimetrica delle strutture \u00e8 di forma rettangolare di ingombro pari a 8.30x33.35m per un\u2019altezza fuori terra massima pari a 12.50m circa suddivisa da due solai intermedi ed un solaio di copertura. Sono previsti due sistemi di telaio sismo resistenti, il primo realizzato con due telai longitudinali di pilastri e travi ricalate in corrispondenza dei muri di tamponamento perimetrali, il secondo composto da otto telai trasversali di pilastri e travi in spessore di larghezza limitata in funzione delle dimensioni dei pilastri.<\/p>
3. Nuovo impalcato metallico<\/strong>: la struttura ha dimensioni in pianta pari a 11.30x8.0m, composta da profili tipo HEA di luci massime pari a 8.0m. Tali profili sono stati raddoppiati e muniti di calastrelli in corrispondenza della travata centrale e di bordo sul confine con la nuova ala. Le travi secondarie hanno luce massima pari a 6.10m circa. All\u2019interno dell\u2019impalcato sar\u00e0 ricavata l\u2019apertura necessaria ad ospitare il vano scale ed ascensore. Il solaio di completamento sar\u00e0 del tipo a lamiera grecata e getto di cls collaborante di altezza complessiva pari a 130mm. I collegamenti sono tutti realizzati con unioni bullonate a taglio mentre i collegamenti ai pilastri in c.c.a. esistenti sono realizzati mediante apposite selle provviste di sistemi d\u2019ancoraggio pesante su c.c.a. mediante barre chimiche M20 passanti equipaggiate di contro piastra.
4. Vano scale ed ascensore<\/strong>: le strutture in elevazione sono costituite da travi e pilastri facenti da supporto a rampe e pianerottoli del vano scale e dalla struttura scatolare del vano ascensore. La disposizione planimetrica delle strutture \u00e8 di forma rettangolare di ingombro pari a 4.55x4.80m per un\u2019altezza fuori terra massima pari a 6.80m circa in corrispondenza della testa del vano ascensore.<\/p>