{"id":753,"date":"2020-06-20T03:46:00","date_gmt":"2020-06-20T00:46:00","guid":{"rendered":"https:\/\/bahcelimustakilev.com\/pratik-metraj-kabulleri\/"},"modified":"2021-10-14T06:50:45","modified_gmt":"2021-10-14T03:50:45","slug":"practical-quantity-acceptances","status":"publish","type":"post","link":"https:\/\/bahcelimustakilev.com\/en\/practical-quantity-acceptances\/","title":{"rendered":"Practical Quantity Acceptances"},"content":{"rendered":"

Below are the approximate unit measurements that hit the building unit area for stacking and carcass structures, mainly based on practical calculation.<\/p>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
<\/td>\nMANUFACTURING GENUS<\/td>\nSTOWAGE<\/td>\nREINFORCED CONCRETE CARCASS<\/td>\n<\/tr>\n
1<\/td>\nReinforced Concrete<\/td>\n0.250<\/td>\nm\u00b3\/m\u00b2<\/td>\n0.380<\/td>\nm\u00b3\/m\u00b2<\/td>\n<\/tr>\n
2<\/td>\nReinforced Rebar<\/td>\n22<\/td>\nkg\/m\u00b2<\/td>\n34<\/td>\nkg\/m\u00b2<\/td>\n<\/tr>\n
3<\/td>\nMolds<\/td>\n1.75<\/td>\nm\u00b3\/m\u00b2<\/td>\n2.60<\/td>\nm\u00b3\/m\u00b2<\/td>\n<\/tr>\n
4<\/td>\nSupporting Scaffold<\/td>\n1.90<\/td>\nm\u00b3\/m\u00b2<\/td>\n2.80<\/td>\nm\u00b3\/m\u00b2<\/td>\n<\/tr>\n
5<\/td>\nScaffold<\/td>\n1.43<\/td>\nm\u00b2\/m\u00b2<\/td>\n1.43<\/td>\nm\u00b2\/m\u00b2<\/td>\n<\/tr>\n
6<\/td>\nMasonry<\/td>\n0.200<\/td>\nm\u00b3\/m\u00b2<\/td>\n0.150<\/td>\nm\u00b3\/m\u00b2<\/td>\n<\/tr>\n
7<\/td>\nInterior Rendering<\/td>\n2.40<\/td>\nm\u00b2\/m\u00b2<\/td>\n2.40<\/td>\nm\u00b2\/m\u00b2<\/td>\n<\/tr>\n
8<\/td>\nExterior Rendering<\/td>\n1.30<\/td>\nm\u00b2\/m\u00b2<\/td>\n1.30<\/td>\nm\u00b2\/m\u00b2<\/td>\n<\/tr>\n
9<\/td>\nCeiling Plaster<\/td>\n0.90<\/td>\nm\u00b2\/m\u00b2<\/td>\n0.90<\/td>\nm\u00b2\/m\u00b2<\/td>\n<\/tr>\n
10<\/td>\nWhitewash (Exterior)<\/td>\n3.00<\/td>\nm\u00b2\/m\u00b2<\/td>\n3.00<\/td>\nm\u00b2\/m\u00b2<\/td>\n<\/tr>\n
11<\/td>\nTile- Ceramic<\/td>\n0.30<\/td>\nm\u00b2\/m\u00b2<\/td>\n0.30<\/td>\nm\u00b2\/m\u00b2<\/td>\n<\/tr>\n
12<\/td>\nTimber Structure+ Framed Structure<\/td>\n0.15<\/td>\nm\u00b2\/m\u00b2<\/td>\n0.15<\/td>\nm\u00b2\/m\u00b2<\/td>\n<\/tr>\n
13<\/td>\nWooden Window<\/td>\n0.12<\/td>\nm\u00b2\/m\u00b2<\/td>\n0.12<\/td>\nm\u00b2\/m\u00b2<\/td>\n<\/tr>\n
14<\/td>\nOil-Paint<\/td>\n0.42<\/td>\nm\u00b2\/m\u00b2<\/td>\n0.42<\/td>\nm\u00b2\/m\u00b2<\/td>\n<\/tr>\n
15<\/td>\nWooden Roof, Tile Cover<\/p>\n

(Over Total Construction Area)<\/p>\n

One floor<\/p>\n

Double<\/p>\n

Triple<\/p>\n

Fourfold<\/p>\n

Five-fold<\/td>\n

1.25<\/p>\n

0.63<\/p>\n

0.42<\/p>\n

0.33<\/p>\n

0.25<\/td>\n

m\u00b2\/m\u00b2<\/p>\n

m\u00b2\/m\u00b2<\/p>\n

m\u00b2\/m\u00b2<\/p>\n

m\u00b2\/m\u00b2<\/p>\n

m\u00b2\/m\u00b2<\/td>\n

1.25<\/p>\n

0.63<\/p>\n

0.42<\/p>\n

0.33<\/p>\n

0.25<\/td>\n

m\u00b2\/m\u00b2<\/p>\n

m\u00b2\/m\u00b2<\/p>\n

m\u00b2\/m\u00b2<\/p>\n

m\u00b2\/m\u00b2<\/p>\n

m\u00b2\/m\u00b2<\/td>\n<\/tr>\n

16<\/td>\nMetal cover<\/p>\n

(Over Total Construction Area)<\/p>\n

One floor<\/p>\n

Double<\/p>\n

Triple<\/p>\n

Fourfold<\/p>\n

Five-fold<\/td>\n

1.33<\/p>\n

0.67<\/p>\n

0.44<\/p>\n

0.34<\/p>\n

0.24<\/td>\n

m\u00b2\/m\u00b2<\/p>\n

m\u00b2\/m\u00b2<\/p>\n

m\u00b2\/m\u00b2<\/p>\n

m\u00b2\/m\u00b2<\/p>\n

m\u00b2\/m\u00b2<\/td>\n

1.33<\/p>\n

0.67<\/p>\n

0.44<\/p>\n

0.34<\/p>\n

0.27<\/td>\n

m\u00b2\/m\u00b2<\/p>\n

m\u00b2\/m\u00b2<\/p>\n

m\u00b2\/m\u00b2<\/p>\n

m\u00b2\/m\u00b2<\/p>\n

m\u00b2\/m\u00b2<\/td>\n<\/tr>\n

17<\/td>\nMosaic Floor Covering<\/td>\n0.90<\/td>\nm\u00b2\/m\u00b2<\/td>\n0.90<\/td>\nm\u00b2\/m\u00b2<\/td>\n<\/tr>\n
18<\/td>\nGlass<\/td>\n0.10<\/td>\nm\u00b2\/m\u00b2<\/td>\n0.10<\/td>\nm\u00b2\/m\u00b2<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

For instance:<\/strong><\/p>\n

If a building with a total area of 1,500 m\u00b2 with a reinforced concrete carcass and a residence needs to be calculated in terms of quantity;<\/p>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
Reinforced Concrete=<\/td>\n0.380 x 1.500 =<\/td>\n570 m\u00b3<\/td>\n<\/tr>\n
Reinforced Rebar=<\/td>\n0.034 x 1.500 =<\/td>\n51 ton<\/td>\n<\/tr>\n
Reinforced Concrete Form=<\/td>\n2.60 x 1.500 =<\/td>\n2.600 m\u00b2<\/td>\n<\/tr>\n
Brick Wall=<\/td>\n0.150 x 1.500 =<\/td>\n150 m\u00b3<\/td>\n<\/tr>\n
<\/td>\n<\/td>\n<\/td>\n<\/tr>\n
Approximate practical assumptions, based on the extraction of quantities from the project:<\/strong><\/td>\n<\/tr>\n
Leveling Layer Area=<\/td>\nMosaic Floor Covering Area<\/td>\n<\/tr>\n
Block Area=<\/td>\nLean Concrete Area = Mosaic Area<\/td>\n<\/tr>\n
Tile Area=<\/td>\nWooden Roof Area<\/td>\n<\/tr>\n
Tile Area=<\/td>\nRoof Insulation Area<\/td>\n<\/tr>\n
Ceiling Plaster=<\/td>\nCeiling Lime Whitewash<\/td>\n<\/tr>\n
Whitewash Area=<\/td>\ninterior plaster area<\/td>\n<\/tr>\n
Window Oil Painting Area=<\/td>\nwindow joinery area<\/td>\n<\/tr>\n
1 m\u00b3 concrete=<\/td>\n7-8 m\u00b2 formwork<\/td>\n<\/tr>\n
Reinforced Concrete Volume=<\/td>\n70-90 kg iron<\/td>\n<\/tr>\n
Window Chopping area=<\/td>\n75-80% normal flat glass<\/td>\n<\/tr>\n
Door leaf area =<\/td>\n25% frosted glass<\/td>\n<\/tr>\n
All Iron=<\/td>\n40-45% thin<\/td>\n<\/tr>\n
All Iron=<\/td>\n55-60% thick<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Below are the approximate unit measurements that hit the building unit area for stacking and carcass structures, mainly based on practical calculation. MANUFACTURING GENUS STOWAGE REINFORCED CONCRETE CARCASS 1 Reinforced Concrete 0.250 m\u00b3\/m\u00b2","protected":false},"author":2,"featured_media":754,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[16],"tags":[],"class_list":["post-753","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-uncategorized"],"_links":{"self":[{"href":"https:\/\/bahcelimustakilev.com\/en\/wp-json\/wp\/v2\/posts\/753","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/bahcelimustakilev.com\/en\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/bahcelimustakilev.com\/en\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/bahcelimustakilev.com\/en\/wp-json\/wp\/v2\/users\/2"}],"replies":[{"embeddable":true,"href":"https:\/\/bahcelimustakilev.com\/en\/wp-json\/wp\/v2\/comments?post=753"}],"version-history":[{"count":0,"href":"https:\/\/bahcelimustakilev.com\/en\/wp-json\/wp\/v2\/posts\/753\/revisions"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/bahcelimustakilev.com\/en\/wp-json\/wp\/v2\/media\/754"}],"wp:attachment":[{"href":"https:\/\/bahcelimustakilev.com\/en\/wp-json\/wp\/v2\/media?parent=753"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/bahcelimustakilev.com\/en\/wp-json\/wp\/v2\/categories?post=753"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/bahcelimustakilev.com\/en\/wp-json\/wp\/v2\/tags?post=753"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}