{"id":174,"date":"2016-12-26T08:06:06","date_gmt":"2016-12-26T06:06:06","guid":{"rendered":"http:\/\/www.vilared.com\/expertiza\/?p=174"},"modified":"2016-12-26T08:16:27","modified_gmt":"2016-12-26T06:16:27","slug":"raport-de-asistenta-tehnica-3","status":"publish","type":"post","link":"https:\/\/www.vilared.com\/expertiza\/?p=174","title":{"rendered":"Raport de asisten\u021b\u0103 tehnic\u0103 – 3"},"content":{"rendered":"

RAPORT DE ASISTEN\u021a\u0102\u00a0TEHNIC\u0102<\/em><\/strong><\/p>\n

Apartament \u00een\u00a0\u00a0<\/em>Bucure\u0219ti<\/i><\/strong><\/p>\n

 <\/p>\n

Ca urmare a vizitei in loca\u021bia mai sus men\u021bionat\u0103 am constatat urm\u0103toarele:<\/p>\n

– nu exist\u0103 in cartea tehnica a construc\u021biei un proiect complet faza detalii de execu\u021bie pentru niciuna din cele 3 specialit\u0103\u021bi: arhitectura, instala\u021bii si structura de rezistenta; mi s-a comunicat ca nu mai au alte documente dec\u00e2t cele pe care mi le-au aratat.<\/p>\n

– de\u015fi ini\u021bial a fost proiectat\u0103 pentru S+P+M+10E, la acest moment cladirea are \u00a0S+P+M+12E iar cartea tehnica a constructiei nu cuprinde autorizatia de construire pentru aceste doua etaje suplimentare; ni s-a comunicat ca este in curs de ob\u021binere si aceasta autoriza\u021bie.<\/p>\n

– in documentatie nu exista scenariul de securitate la incediu, desi exista aviz obtinut pentru securitatea la incendiu.<\/p>\n

– in memoriul tehnic de structura de rezistenta nu se specifica existenta unui studiu geotehnic, dar in schimb se specifica o presiune conventionala de calcul de 180kPa, insuficienta pentru un asemenea regim de inaltime; acest lucru poate fi usor demonstrat inmultind o sarcina minima de 1.5tone\/mp x 13 niveluri (S+P+M+10E)=19.5t\/mp>>180kPa (18t\/mp); acest fapt nu inseamna neaparat ca vor fi probleme, ci doar denota o lipsa de profesionalism in proiectare;\u00a0in documentatia tehnica nu am gasit \u00a0studiul geotehnic;<\/p>\n

– conform normelor in vigoare privind protectia la foc, de la inaltimea de 28.00m, fatada trebuie termoizolata cu un sistem cu clasa de reactie la foc A1 sau A2; sistemele din Romania, bazate pe polistiren nu asigura decat maxim clasa B1; se poate observa lejer la santier ca termoizolarea se realizeaza cu polistiren; aceasta cladire se incadreaza chiar in categoria cladirilor foarte inalte, la care cerintele de siguranta la foc sunt mai mari decat la restul; detalii aici http:\/\/mdrap.ro\/userfiles\/constructii_ancheta_publica_P118.pdf<\/p>\n

– zid\u0103ria exterioara dispusa la marginea balcoanelor (in consola) are samburi din beton armat doar la colturi, fiind posibil ca la un cutremur zidaria sa se rastoarne pentru ca lungimea peretelui este mare, mai mare de 6.00m.<\/p>\n","protected":false},"excerpt":{"rendered":"

RAPORT DE ASISTEN\u021a\u0102\u00a0TEHNIC\u0102 Apartament \u00een\u00a0\u00a0Bucure\u0219ti   Ca urmare a vizitei in loca\u021bia mai sus men\u021bionat\u0103 am constatat urm\u0103toarele: – nu exist\u0103 in cartea tehnica a construc\u021biei un proiect complet faza detalii de execu\u021bie pentru niciuna din cele 3 specialit\u0103\u021bi: arhitectura, instala\u021bii si structura de rezistenta; mi s-a comunicat ca nu mai au alte documente dec\u00e2t […]<\/p>\n","protected":false},"author":1,"featured_media":175,"comment_status":"closed","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"jetpack_post_was_ever_published":false,"_jetpack_newsletter_access":"","jetpack_publicize_message":"","jetpack_is_tweetstorm":false,"jetpack_publicize_feature_enabled":true,"jetpack_social_post_already_shared":true,"jetpack_social_options":{"image_generator_settings":{"template":"highway","enabled":false}}},"categories":[5],"tags":[],"jetpack_publicize_connections":[],"yoast_head":"\nRaport de asisten\u021b\u0103 tehnic\u0103 - 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