Calculator hmanga siam a ni I chhut dan te Luhka
mizo ṭawng

tihchakna hmanrua (reinforcement calculator) a ni

Reinforcement chhiarna hmanrua 1

Rebar diameter a ni, mm
Rod sei zawng a ni, meter a ni
Rod awm zat
Ton khat man a ni

Reinforcement chhiarna hmanrua 2

Rebar diameter a ni, mm
Rod sei zawng a ni, meter a ni
Reinforcement rit zawng zawng, kg
Ton khatah senso a ni



Reinforcement chhiar dan tur


tihchakna hmanrua (reinforcement calculator) a ni 1

Reinforcement rit zawng zawng, a volume zawng zawng, meter khat leh rebar pakhat rit zawng a chhut chhuak thin.
Reinforcement diameter leh sei zawng hriat tawh angin.

tihchakna hmanrua (reinforcement calculator) a ni 2

Reinforcement sei zawng zawng, a volume leh reinforcement bar awm zat, meter khat leh bar khat rit zawng te a chhut chhuak thin.
Reinforcement diameter leh total weight hriat dan azirin.

He chhut dan hi steel cubic meter khat rit zawng atanga chhut a ni a, kilogram 7850 a ni.

In sakna atana reinforcement chhiar dan

In sak dawnin foundation atana reinforcement awm zat dik taka chhut a pawimawh hle. Kan programme hian chutiang ti thei turin a pui ang che. Reinforcement calculator hmangin, rod pakhat rit leh sei zawng i hriat chuan, i mamawh reinforcement rit zawng zawng, emaw, rod mamawh zat leh a sei zawng zawng chu i hre thei ang. He data hian i mamawh hna thawh tur reinforcement zat chu rang tak leh awlsam takin i chhut thei ang.

Foundation chi hrang hrang tana reinforcement chhiar dan

Reinforcement chhiar tur chuan in lungphum chi hrang hrang i hriat a ngai bawk. Hetah hian duhthlan tur inang pahnih a awm. Chungte chu slab leh strip foundation te an ni.

Slab foundation atan hian reinforcement a awm bawk

Slab foundation hi concrete emaw brick emaw atanga siam in rit tak, reinforced concrete floor lian tak tak, lei sang takah dah a ngaihna hmunah hman a ni. Chutiang a nih chuan foundation chu tihchak a ngai a ni. Belt pahnih-a siam a ni a, chung zinga pakhat chu rod layer hnih, a sir lehlamah dinglam hawia awm a ni.
Slab pakhat tan reinforcement chhiar dan tur ngaihtuah la, a sir sei zawng chu metre 5 a ni. Reinforcing bar te hi cm 20 vel a hlaah dah a ni. Chuvangin a sir khatah rod 25 a ngai a ni. Slab kil lamah chuan rod te chu dah a ni lo va, chu chu 23 a la awm tihna a ni.
Tunah chuan rod awm zat hriain an sei zawng chu i chhut thei tawh ang. Hetah hian hriat tur chu reinforcement bars te hian a sir 20 cm thleng lo tur a ni a, chu chu, slab sei zawng a zirin, rod tin sei zawng chu 460 cm a ni ang tihna a ni. Transverse layer, slab chu square a nih phawt chuan a inang vek ang. Chord pahnih inzawmkhawmna atana reinforcement mamawh zat pawh kan chhut a ngai bawk.
Belt inkar hlat zawng hi 23 cm ni ta ila. Chutiang a nih chuan an inkar a jumper pakhat chu cm 25 a sei a ni ang a, a chhan chu centimetre hnih dang chu reinforcement tichak turin a kal dawn a ni. Kan dinhmunah chuan chutiang jumper chu a zawnin 23 a awm dawn a, chu chu reinforcement belt inzawmna hmuna cell tinah siam a nih avangin. Heng data te hi kan neih hian program hmangin calculation kan tan thei a ni.

Strip foundation atan hian reinforcement a awm bawk

Strip foundation hi lei nghet lutuk lo chunga in rit tak sak tumna hmunah hman a ni. Chutiang lungphum chu a ni - concrete emaw reinforced concrete emaw tape a ni a, chu chu building chhehvel zawng zawngah leh load-bearing wall lian ber hnuaiah a inzar pharh a ni. Chutiang foundation reinforcement pawh belt 2-a siam a ni a, mahse strip foundation-a specifics avang chuan reinforcement a hmang tlem hle a, chuvangin, a man a tlawm zawk dawn a ni.
Reinforcement siam dan tur dan chu tiled foundation siam dan nen a inang tlangpui. Rod chauh hi a sir atanga cm 30-40 vela hlaah a tawp tawh tur a ni. Tin, jumper tinte chu an mutna rod atanga cm 2-4 vela hlaah an chhuak tur a ni. Vertical jumpers chhut dan hi slab foundation atana reinforcement sei zawng mamawh zat chhiar huna principle ang chiah hmanga tih a ni.
Khawngaihin hre reng ang che, a hmasa leh pahnihnaah hian reinforcement lak a ngai a, margin chu za zela 2-5 tal a ni.

zhitov Author of the project: Dmitry Zhitov
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