{"id":933,"date":"2026-09-13T09:58:54","date_gmt":"2026-09-13T06:58:54","guid":{"rendered":"http:\/\/www.construieste.info\/?p=933"},"modified":"2026-09-13T11:37:36","modified_gmt":"2026-09-13T08:37:36","slug":"loess","status":"publish","type":"post","link":"http:\/\/www.construieste.info\/?p=933","title":{"rendered":"Loess"},"content":{"rendered":"\n<p class=\"wp-block-paragraph\">Am scris prima versiune a acestui articol \u00een 2014, ca avertisment: patru m\u0103suri, trei poze din C\u0103l\u0103ra\u0219i \u0219i un film cu loess care se f\u0103r\u00e2m\u0103 \u00een m\u00e2n\u0103. \u00cel rescriu acum ca list\u0103 de verificare, pentru omul care \u00ee\u0219i face cas\u0103 \u0219i vrea s\u0103 \u0219tie ce cere proiectantului \u0219i ce urm\u0103re\u0219te pe \u0219antier.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Pe scurt, ca s\u0103 \u0219tii de la \u00eenceput despre ce e vorba: <strong>loessul uscat e un teren bun de fundare. Loessul udat e pierdut, indiferent ce ai sub cas\u0103.<\/strong> \u00centre cele dou\u0103 st\u0103ri nu exist\u0103 nimic la mijloc, iar comutatorul e apa. Tot ce urmeaz\u0103 e despre cum \u021bii apa departe.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Unde e loess<\/h2>\n\n\n\n<p class=\"wp-block-paragraph\">Pe suprafe\u021be \u00eentinse \u00een sud-estul \u0219i estul \u021b\u0103rii: C\u0103l\u0103ra\u0219i, Ialomi\u021ba, Br\u0103ila, Gala\u021bi, Tulcea, Constan\u021ba, Giurgiu, plus Podi\u0219ul Moldovei \u0219i zona Turnu M\u0103gurele \u2014 Corabia. Grosimea depozitelor ajunge la 30\u201335 m \u00een estul C\u00e2mpiei Rom\u00e2ne \u0219i p\u00e2n\u0103 la 60 m pe malul drept al Dun\u0103rii.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">\u0218i, contrar a ce cred mul\u021bi, <strong>nu e doar o problem\u0103 de B\u0103r\u0103gan.<\/strong> Depozitele loessoide se dezvolt\u0103 \u0219i perimetral ora\u0219ului Bucure\u0219ti, cu zone semnalate \u00een normativ la Buftea \u0219i Fundulea. Adic\u0103 exact centura \u00een care s-a construit cel mai mult \u00een ultimii dou\u0103zeci de ani: ansambluri de case pe terenuri agricole parcelate, cu re\u021bele f\u0103cute odat\u0103 cu ele, uneori f\u0103r\u0103 canalizare centralizat\u0103 \u0219i cu fose septice \u00een curte.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Dac\u0103 e\u0219ti \u00een zonele astea, \u00eentrebarea nu e dac\u0103 ai loess, ci c\u00e2t de gros e stratul \u0219i c\u00e2t de sensibil.<\/p>\n\n\n\n<figure class=\"wp-block-image\"><img decoding=\"async\" src=\"https:\/\/i0.wp.com\/www.construieste.info\/wp-content\/uploads\/2014\/06\/loess1.jpg?w=1140&#038;ssl=1\" alt=\"Loess de C\u0103l\u0103ra\u0219i\" data-recalc-dims=\"1\"\/><\/figure>\n\n\n\n<h2 class=\"wp-block-heading\">Ce i se \u00eent\u00e2mpl\u0103 c\u00e2nd se ud\u0103<\/h2>\n\n\n\n<p class=\"wp-block-paragraph\">Loessul e un p\u0103m\u00e2nt pr\u0103fos, macroporic, \u021binut de leg\u0103turi slabe \u00eentre particule. C\u00e2t e uscat, leg\u0103turile rezist\u0103 \u0219i p\u0103m\u00e2ntul suport\u0103 presiuni mari. C\u00e2nd se ud\u0103, leg\u0103turile dispar \u0219i structura se pr\u0103bu\u0219e\u0219te \u2014 brusc, ireversibil, cu tas\u0103ri de ordinul zecilor de centimetri.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Nu e o vorb\u0103. \u00centr-un experiment f\u0103cut de INCERC la Gala\u021bi, \u00eentr-o incint\u0103 inundat\u0103 controlat, loessul natural s-a tasat cu <strong>980 mm<\/strong>. \u00centr-un alt experiment, la Ia\u0219i, coeziunea unei probe de la 2,30 m ad\u00e2ncime a sc\u0103zut de la 0,68 daN\/cm\u00b2 \u00een stare natural\u0103 la <strong>zero<\/strong> dup\u0103 inundare. Iar frontul de umezire a avansat lateral cu peste un metru pe zi.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">De asta o balt\u0103 l\u00e2ng\u0103 soclu ajunge sub cas\u0103 \u00een c\u00e2teva zile, iar o \u021beav\u0103 spart\u0103 nu e o pagub\u0103 de instala\u021bii, e o problem\u0103 de structur\u0103.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Cele \u0219ase lucruri pe care le verifici<\/h2>\n\n\n\n<h3 class=\"wp-block-heading\">1. Ad\u00e2ncimea de fundare: 1,50 m<\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Normativul \u00een vigoare pentru p\u0103m\u00e2nturi sensibile la umezire, NP 125\/2010, cere ad\u00e2ncimea minim\u0103 de fundare de 1,50 m. Vechile normative, P 7-92 \u0219i P 7\/2000, admiteau 1,00 m la case, \u0219i de acolo vin miile de case fundate la 1,00\u20131,20 m din B\u0103r\u0103gan. Nu mai e valabil.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Verifici \u00een proiectul de structur\u0103 cota de fundare. Dac\u0103 scrie mai pu\u021bin de 1,50 m, \u00eentrebi proiectantul pe ce se bazeaz\u0103.<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">2. Grinzi de funda\u021bie pe ambele direc\u021bii, la maximum 6 m interax<\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Pe loess nu se fac t\u0103lpi izolate legate cu centuri. Se face o re\u021bea de grinzi de fundare continue, pe ambele direc\u021bii, cu distan\u021ba \u00eentre ele de cel mult 6 m. Normativul cere radier sau grinzi \u00eencruci\u0219ate, iar rostul lor nu e s\u0103 reduc\u0103 tasarea \u2014 e s\u0103 o suporte uniform, f\u0103r\u0103 ca o parte a casei s\u0103 coboare mai mult dec\u00e2t alta.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Verifici \u00een planul de funda\u021bii: trebuie s\u0103 vezi grinzi continue \u00een ambele sensuri, form\u00e2nd o re\u021bea, nu funda\u021bii separate sub fiecare zid.<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">3. Funda\u021bii armate, nu beton simplu<\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Funda\u021bie de beton armat, cu arm\u0103tur\u0103 continu\u0103 pe toat\u0103 lungimea, cu suprapuneri corecte la \u00eenn\u0103diri \u0219i cu arm\u0103tura continu\u0103 la col\u021buri \u0219i intersec\u021bii. Betonul simplu nu preia \u00eentindere, iar la o tasare neuniform\u0103 funda\u021bia lucreaz\u0103 exact la \u00eentindere.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">O\u021belul e cel obi\u0219nuit pentru beton armat, nervurat, de tipul BST500S. Nu e o cerin\u021b\u0103 special\u0103 pentru loess \u2014 e ce se folose\u0219te oricum la orice structur\u0103, dar merit\u0103 verificat pe \u0219antier c\u0103 ajunge marfa care scrie \u00een proiect.<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">4. Soclu armat, centuri la fiecare nivel<\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Soclul se armeaz\u0103, iar centurile de beton armat se pun la fiecare nivel, inclusiv la soclu, continue pe tot conturul \u0219i pe pere\u021bii interiori. Centurile minime sunt 4\u00d812, iar la l\u0103\u021bimi peste 32 cm, 6\u00d812.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Rolul lor e acela\u0219i ca al grinzilor de fundare: dac\u0103 terenul se mi\u0219c\u0103 neuniform, casa trebuie s\u0103 se comporte ca o cutie rigid\u0103, nu ca o gr\u0103mad\u0103 de pere\u021bi independen\u021bi. O cas\u0103 cu centuri continue se \u00eenclin\u0103. Una f\u0103r\u0103 centuri se crap\u0103.<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">5. Plan\u0219eu de beton armat<\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Nu plan\u0219eu de lemn. Placa de beton armat peste parter, \u0219i peste fiecare nivel, \u00eenchide cutia la partea de sus \u0219i leag\u0103 pere\u021bii \u00eentre ei. \u00cempreun\u0103 cu grinzile de fundare \u0219i cu centurile, formeaz\u0103 structura casetat\u0103 pe care o cere normativul la construc\u021biile pe loess.<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">6. Trotuar etan\u0219 de minimum 1,50 m<\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Aici e m\u0103sura cea mai important\u0103 din toat\u0103 lista, \u0219i cea la care se face cel mai des economie.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Trotuarul etan\u0219 e o plac\u0103 de beton armat, hidroizolat\u0103 \u0219i etan\u0219at\u0103 la perete, a\u0219ezat\u0103 pe p\u0103m\u00e2nt compactat, cu pant\u0103 de 5% spre exterior, lat\u0103 de minimum 1,50 m, continu\u0103 pe tot conturul casei. Rolul ei e s\u0103 \u00eemping\u0103 apa de ploaie departe de funda\u021bie.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\"><strong>Ce nu e trotuar etan\u0219:<\/strong> dale autoblocante, pavele, piatr\u0103 cubic\u0103, pietri\u0219. Toate las\u0103 apa s\u0103 treac\u0103 prin rosturi, direct la funda\u021bie. Dac\u0103 vrei dale sau pavele, le pui ca finisaj <strong>peste<\/strong> trotuarul de beton, nu \u00een locul lui.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">\u0218i aici e o problem\u0103 mai mare dec\u00e2t casa ta: \u00een multe ora\u0219e din zon\u0103, inclusiv la C\u0103l\u0103ra\u0219i, trotuarele de asfalt ale str\u0103zilor au fost \u00eenlocuite cu pavele. O strad\u0103 pavat\u0103 cu rosturi permeabile, pe loess, e o suprafa\u021b\u0103 de infiltra\u021bie continu\u0103, l\u00e2ng\u0103 blocuri \u0219i case fundate acum 40 de ani cu ipoteza c\u0103 apa de la suprafa\u021b\u0103 e evacuat\u0103. Nu po\u021bi face nimic la trotuarul prim\u0103riei, dar po\u021bi s\u0103 nu repe\u021bi gre\u0219eala la tine \u00een curte.<\/p>\n\n\n\n<figure class=\"wp-block-image\"><img decoding=\"async\" src=\"https:\/\/i0.wp.com\/www.construieste.info\/wp-content\/uploads\/2015\/02\/trotuar1-e1453615870594.jpg\" alt=\"Trotuar etan\u0219\"\/><\/figure>\n\n\n\n<h2 class=\"wp-block-heading\">Instala\u021biile: partea care sparge casele<\/h2>\n\n\n\n<p class=\"wp-block-paragraph\">Cele \u0219ase de mai sus se fac o dat\u0103, la construc\u021bie. Instala\u021biile decid ce se \u00eent\u00e2mpl\u0103 \u00een urm\u0103torii 50 de ani.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\"><strong>Toate conductele care intr\u0103 sau ies din cas\u0103<\/strong> \u2014 ap\u0103, canalizare \u2014 se pun \u00een canivou de beton, \u00een \u021beav\u0103 de protec\u021bie sau se las\u0103 aparente. Niciodat\u0103 \u00eengropate direct \u00een p\u0103m\u00e2nt, l\u00e2ng\u0103 funda\u021bie. La trecerea prin funda\u021bie se pun racorduri elastice, ca \u021beava s\u0103 nu se rup\u0103 dac\u0103 apare o tasare diferen\u021bial\u0103.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\"><strong>Re\u021belele exterioare<\/strong> se amplaseaz\u0103 la minimum 3 m de funda\u021bie dac\u0103 sunt direct \u00een p\u0103m\u00e2nt, sau la 1,50 m dac\u0103 sunt \u00een canale de protec\u021bie. Astea sunt distan\u021bele din normative, neschimbate de 30 de ani.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\"><strong>Trebuie s\u0103 po\u021bi vedea o pierdere.<\/strong> C\u0103min de control la intrarea \u00een cas\u0103, cu ba\u0219\u0103, sau instala\u021bii \u00een subsol tehnic vizitabil. Dac\u0103 \u021beava e \u00eengropat\u0103 \u0219i nu se vede, afli de pierdere c\u00e2nd apare fisura \u00een perete.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\"><strong>Apele de pe acoperi\u0219<\/strong> se duc \u00een conducte etan\u0219e la cel pu\u021bin 3 m de cas\u0103, nu pe trotuar \u0219i nu \u00een p\u0103m\u00e2nt l\u00e2ng\u0103 soclu.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\"><strong>Fosa septic\u0103, bazinul, pu\u021bul<\/strong> \u2014 departe de cas\u0103 \u0219i etan\u0219e ca o piscin\u0103. Orice surs\u0103 de ap\u0103 \u00eengropat\u0103 l\u00e2ng\u0103 o cas\u0103 pe loess e o inundare controlat\u0103 a terenului de fundare.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\"><strong>Gr\u0103dina<\/strong> \u2014 plantele care cer udat zilnic stau la minimum 3 m de cas\u0103. Nu se ud\u0103 l\u00e2ng\u0103 soclu.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Studiul geotehnic: ce trebuie s\u0103 scrie \u00een el<\/h2>\n\n\n\n<p class=\"wp-block-paragraph\">Un studiu pentru loess nu e un studiu care spune \u201eteren loessoid\u201d \u00eentr-o fraz\u0103. Trebuie s\u0103 con\u021bin\u0103, obligatoriu:<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li><strong>grosimea stratului sensibil<\/strong> \u0219i ad\u00e2ncimea la care \u00eencepe p\u0103m\u00e2ntul insensibil;<\/li>\n\n\n\n<li><strong>indicele tas\u0103rii specifice la umezire, im3<\/strong>, pe ad\u00e2ncime \u2014 se determin\u0103 \u00een edometru, sub o presiune de 300 kPa, compar\u00e2nd proba cu umiditate natural\u0103 cu proba inundat\u0103. Dac\u0103 iese 2 cm\/m sau mai mult, p\u0103m\u00e2ntul e sensibil la umezire. E cifra pe care o cau\u021bi \u00een buletinul de laborator, \u0219i trebuie s\u0103 existe pentru fiecare strat, nu \u201edin experien\u021b\u0103\u201d;<\/li>\n\n\n\n<li><strong>\u00eencadrarea \u00een grupa A sau B<\/strong>, cu consecin\u021bele ei;<\/li>\n\n\n\n<li><strong>nivelul apei subterane<\/strong>;<\/li>\n\n\n\n<li><strong>parametrii de rezisten\u021b\u0103 determina\u021bi \u0219i pe probe inundate<\/strong>, nu doar naturale.<\/li>\n<\/ul>\n\n\n\n<p class=\"wp-block-paragraph\">Grupa A \u00eenseamn\u0103 c\u0103 p\u0103m\u00e2ntul se taseaz\u0103 la umezire numai sub \u00eenc\u0103rcarea de la cl\u0103dire. Grupa B \u00eenseamn\u0103 c\u0103 se taseaz\u0103 \u0219i sub greutatea lui proprie, f\u0103r\u0103 nicio cl\u0103dire deasupra \u2014 iar acolo problema devine mult mai grav\u0103, pentru c\u0103 nimic din ce faci la funda\u021bie nu o rezolv\u0103.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Dac\u0103 studiul nu are datele astea, cere\u021bi-le. Sunt obligatorii, se pl\u0103tesc oricum \u0219i f\u0103r\u0103 ele proiectantul nu are cu ce lucra.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">De ce lista asta \u0219i nu altceva<\/h2>\n\n\n\n<p class=\"wp-block-paragraph\">Pentru c\u0103 m\u0103surile de mai sus atac\u0103 singura variabil\u0103 care conteaz\u0103: <strong>apa<\/strong>.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Se vede clar \u00een teren. Prin zona Turnu M\u0103gurele \u2014 Corabia, pe loess din categoria cea mai sensibil\u0103, sunt cl\u0103diri care stau de 60 de ani f\u0103r\u0103 nicio fisur\u0103 din tasare, pentru c\u0103 n-au avut niciodat\u0103 ap\u0103 la funda\u021bie. \u0218i sunt altele care s-au umezit, s-au tasat \u0219i s-au \u00eenclinat \u2014 una intrat\u0103 vreo 25 de centimetri \u00een p\u0103m\u00e2nt, un bloc vreo 40 \u2014 iar apoi s-au oprit \u0219i stau a\u0219a de 30 de ani, pentru c\u0103 terenul s-a uscat la loc \u0219i fenomenul nu se repet\u0103. Pr\u0103bu\u0219irea s-a produs o dat\u0103, definitiv.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Aceea\u0219i cas\u0103, acela\u0219i teren, acela\u0219i proiect: una st\u0103, alta se las\u0103. Diferen\u021ba n-a f\u0103cut-o ad\u00e2ncimea de fundare, nici l\u0103\u021bimea t\u0103lpii, nici materialul din care era f\u0103cut\u0103 funda\u021bia. A f\u0103cut-o o \u021beav\u0103.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">De asta, dac\u0103 re\u021bii un singur lucru din articol: pe loess, cea mai important\u0103 parte din proiect nu e funda\u021bia. Sunt trotuarul \u0219i instala\u021biile.<\/p>\n\n\n\n<hr class=\"wp-block-separator has-alpha-channel-opacity\"\/>\n\n\n\n<p class=\"wp-block-paragraph\"><em>Am scris separat, pentru ingineri, despre cum s-a schimbat modul de fundare pe loess de la C 29-85 p\u00e2n\u0103 la NP 125\/2010 \u0219i despre ce arat\u0103 m\u0103sur\u0103torile de la Gala\u021bi.<\/em><\/p>\n\n\n\n<p class=\"wp-block-paragraph\"><em>Trimiterile sunt la NP 125\/2010, Normativ privind proiectarea geotehnic\u0103 a lucr\u0103rilor de fundare direct\u0103 pe p\u0103m\u00e2nturi sensibile la umezire. \u00cencadrarea concret\u0103 a unui teren o d\u0103 numai studiul geotehnic al amplasamentului. Datele experimentale de la Gala\u021bi sunt din lucrarea \u201eGround Settlement in Urban Structures Exposed to Geo-environmental and Anthropic Hazards: a Case Study for Galati\u201d, C.-F. Dobrescu, E.-A. Calarasu, I.-G. Craifaleanu, Procedia Engineering 190\/2017, iar cele de la Ia\u0219i din Revista Construc\u021biilor nr. 111\/2015.<\/em><\/p>\n","protected":false},"excerpt":{"rendered":"<p>Am scris prima versiune a acestui articol \u00een 2014, ca avertisment: patru m\u0103suri, trei poze din C\u0103l\u0103ra\u0219i \u0219i un film cu loess care se f\u0103r\u00e2m\u0103 \u00een m\u00e2n\u0103. \u00cel rescriu acum ca list\u0103 de verificare, pentru omul care \u00ee\u0219i face cas\u0103 \u0219i vrea s\u0103 \u0219tie ce cere proiectantului \u0219i ce urm\u0103re\u0219te pe \u0219antier. Pe scurt, ca [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":932,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"jetpack_post_was_ever_published":false,"footnotes":"","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":[50,156],"tags":[141,142,143],"class_list":["post-933","post","type-post","status-publish","format-standard","has-post-thumbnail","category-cum-sa-ti-faci-casa","category-fundatii-2","tag-loess","tag-pamanturi-sensibile-la-umezire","tag-psu","czr-hentry"],"jetpack_publicize_connections":[],"jetpack_featured_media_url":"https:\/\/i0.wp.com\/www.construieste.info\/wp-content\/uploads\/2014\/06\/loess.jpg?fit=612%2C816","jetpack_shortlink":"https:\/\/wp.me\/s3ybaN-loess","jetpack_sharing_enabled":true,"jetpack_likes_enabled":true,"jetpack-related-posts":[{"id":22754,"url":"http:\/\/www.construieste.info\/?p=22754","url_meta":{"origin":933,"position":0},"title":"Perna de balast pe loess: treizeci de ani de practic\u0103 pe l\u00e2ng\u0103 normativ","date":"September 13, 2026","format":false,"excerpt":"Articolul \u0103sta e pentru ingineri. Pentru cine \u00ee\u0219i face cas\u0103 am scris separat lista de verific\u0103ri. Am proiectat pe loess \u00een B\u0103r\u0103gan pe vremea c\u00e2nd perna de balast era solu\u021bia curent\u0103. Tot Gala\u021biul construit dup\u0103 1990 e pe perne de balast, la fel \u0219i C\u0103l\u0103ra\u0219iul. Casele se fundau la 1,00\u20131,20\u2026","rel":"","context":"In &quot;Fundatii&quot;","img":{"alt_text":"","src":"https:\/\/i0.wp.com\/www.construieste.info\/wp-content\/uploads\/2019\/09\/dezvelire_fundatievlr.jpg?fit=1200%2C900&resize=350%2C200","width":350,"height":200},"classes":[]},{"id":3830,"url":"http:\/\/www.construieste.info\/?p=3830","url_meta":{"origin":933,"position":1},"title":"Pavele!","date":"December 11, 2016","format":false,"excerpt":"Nu tu domnule Pavel ci paveaua noastr\u0103 na\u021bional\u0103! Voi va da\u021bi seama c\u00e2t\u0103 bun\u0103stare a adus paveaua pentru unii romani? 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Tasarea este controlabila prin calcul si de regula \u00eencepe in momentul construirii cl\u0103dirii, stabiliz\u00e2ndu-se la o perioada oarecare dup\u0103 darea in exploatare.\u2026","rel":"","context":"In &quot;Fundatii&quot;","img":{"alt_text":"","src":"https:\/\/i0.wp.com\/www.construieste.info\/wp-content\/uploads\/2017\/09\/trotuar_crapat_vilared2.jpg?fit=408%2C260&resize=350%2C200","width":350,"height":200},"classes":[]},{"id":703,"url":"http:\/\/www.construieste.info\/?p=703","url_meta":{"origin":933,"position":3},"title":"Cum e mai avantajos s\u0103 construie\u0219ti o cas\u0103, parter sau parter \u0219i mansard\u0103?","date":"February 9, 2014","format":false,"excerpt":"Pentru mai multe informa\u021bii po\u021bi citi \u0219i ghidul nostru \"Cum sa-ti faci casa?\" Aceast\u0103 \u00eentrebare mi-a fost pus\u0103 recent de o cuno\u0219tin\u021b\u0103 \u015fi \u00eencerc\u00e2nd sa-l l\u0103muresc, mi-am dat seama ca e necesar sa scriu un articol pe tema asta. 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