Hisab Amak̕ hisạb Bo̱lo̱n
ᱥᱟᱱᱛᱟᱞᱤ

Columnar reaḱ pạhil jinis reaḱ hisạb


ḍrawing skel 1:

Pole leka thik me



Budạ ḍạrkoak̕ ḍạrko lạeak̕

Bes reak’ udgạr A
Dhọm ucạr H

Saij B
Saij B1
Saij D
Saij D1

Kholom re rebar bar ARM1

Fundation reak̕ ḍạrko do̠ baḍae ocope

o̱sar X
Je̱le̱ń Y
Pillar ko sankha X1
Pillar ko sankha Y1

Goṭa oṛaḱ latar reaḱ ḍạrko S

Daya kate grillage reak̕ ḍạrko udugpe

o̱sar E
Usul F

Reforcement reak̕ row reak̕ sankha ARM2
Sudhrạo ḍạr ARMD

Konkrit reak̕ kạmi

Konkrit re mit̕ kubik meter re simen

Ojon lekate sạri ạnạṛi
simenṭ : gitil : ḍhe̠r ḍhe̠r ḍhe̠r
: :

Building reaḱ jinis ko reaḱ kharch ko uduga

simenṭ (mit̕ bag re 50 kilogram)
gitil (ṭon lạgit́)
ḍhe̠r ḍhe̠r ḍhe̠r (ṭon lạgit́)
Ārmēcāra (ṭon lạgit́)






Columnar reaḱ pạhil jinis reaḱ hisạb


Columnar reaḱ pạhil jinis reaḱ hisạb
Budhạn ḍạr leka bachao me

Noa ko do̠ gạḍi se̠ ḍạrko reaḱ ḍạrko ho̠yo̠k̕a. Ar mit̕ṭen go̠l se̠ ḍạrkoak̕ asol bhag sãote.

Daya kate milimiṭar re̱ udug me̱

B - O̠ṛaḱ se̠ ḍạr.
H - Mucạt̕ bhag reak̕ jạruṛ.

A - Pillar reak̕ asol jạruṛ. Jodi pile do begor base te tahen khan noa size do alom uduga.
D - Bes reak̕ ḍhertet̕ se̠ ḍhertet̕.

D1 - Rakṭuṇḍal base lạgit̕ ḍhertet̕.
B1 - Mit̕ṭen ạḍi ḍher post lạgit̕ ḍher.
Go̠l hạṭińko lạgit́ noako ḍạrko do̠ hisạb re̠ baṅ so̠do̠rok̕a.

Mit̕ṭen ḍạr reak̕ ḍạr reak̕ ḍạr

X - Bundesh reak̕ ḍhertet̕.
Y - Bundesh reak’ jhạl.

X1 - O̠ṛaḱ re̠ ḍạrko̠aḱ gạḍi, ḍạrko̠ reaḱ ḍạrko̠ sãote̠.
Y1 - Length reaḱ ḍạrko reaḱ lekha, ona reaḱ ḍạrko reaḱ ḍạrko hõ.

S - Check lenkhan pillar ko hisạb hoyoḱa oka do̠ goṭa oṛaḱ latar re mit́ lekage jạruṛa. Ar baṅ khan ḍạrko do eken ḍạrkoak̕ ḍạrko talarege menak̕a.

Grilaj reak̕ ạḍi ḍher

E - Grilaj reak̕ ḍhertet̕.
F - Grilaj reak̕ jạruṛ.
Monoliṭik gril reaḱ hisạb do̠ baṅ jạruṛ khan, tobe noako ḍạrko do̠ alom uduga.

Ārmēcāra

ARM1 - Mit̕ṭen ḍạr re ạḍi jạruṛan barkoak̕ sạṅgiń.
ARM2 - Gril strip re ạḍi jạruṛaḱ ḍạrko reaḱ sạṅgiń.
ARMD - Fittings reak̕ ḍạr. Jao ge milimiṭar re ạḍi jạruṛa.
Jodi ạḍi jạruṛ baṅ tahen khan, tobe value ko seṭer me 0.

Mit̕ kubik meter kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕. Kilogram re.
Concrete benao lạgit́ ạḍi jạruṛaḱ jinis ko udug me, o̠jo̠ḱ lekate. Noa data do̠ mit̕ṭen khas case re judạ judạ gea.
Nōẏā dō simēnṭa rēẏāga brāṇḍa, rēẏāga ḍhāra rēẏāga size āra brāṁ tākniki rē nērbhara tāhēnā. Apeak̕ oṛak̕ benao reak̕ jinis ạkhrińko sãote jogajog me.

Building jinis reak’ lekha lạgit’, ona reak’ gọnọṅ uduk’ me̱.

Ona iạte program do̠ apnar tege hisạb do̠e hataoa:
Buḍạu ḍạrko talare ḍhertet́ ar ona reaḱ sạṅgiń.
Mit̕ṭen ḍạr lạgit̕ konkrit reak̕ volume, cetan ar latar renak̕ hạṭiń lạgit̕ judạ judạ.
Grilaj lạgit̕ kạṭic̕ kạṭic̕ kạmi.
Reinforcement reak̕ jạruṛakan ḍhertet̕ ar jạruṛak̕ ḍhertet̕.
Grillage sãote mit́ṭen ḍạr se ḍạr reaḱ ḍạr benao lạgit́ benao jinis reaḱ kharch.
Drawing hotete mit̕ṭen sadharọn hudis em hoyok̕a ar ḍạr reak̕ ḍạr benao re goṛo ńam hoyok̕a.


Bathroom ar begor basement oṛaḱ, lạṭu lạṭu ḍạrko ar iṭạ oṛaḱko lạgit́, okaṭaḱ re strip ḍạr beohar do ạḍi kạmiạ baṅ kana, ona lạgit́ ḍạr ḍạr beohar do ạḍi ghạṛić beohar hoyoḱ kana. Ona reaḱ hisạb do̠ ạḍi kạmi lạgit́ kana, menkhan aboaḱ programme hotete hisạb do̠ ạḍi gạhir okte do̠ baṅ lagaoḱa. Apeak̕ jạruṛ do̠ hoyok̕ kana ạn lekate jạruṛ lekan ḍạrko pe̠jo̠ṅpe, ar ona lạgit̕ jạruṛakan jinisko babod baḍae ńam hoyok̕a, ona reak̕ ḍhertet̕ ar jo̠to̠ kharchpe baḍae daṛeak̕a.

Kạṭic̕ beora

Mit̕ṭen ḍạr reak̕ ḍạr do̠ ḍạrkoak̕ rup hoyok̕ kana, oka do̠ mit̕ṭen grillage beohar kate mit̕ṭen ḍạr renak̕ ḍạr kana. Noa ḍạrko do̠ ạḍi usạrate benao rakap̕ak̕ ḍạrkore, ona chaḍa pạcirkoak̕ ḍạrkore, bhar hatao se eken ạḍi jạsti pạcir, beam ar ạḍi jạruṛan ḍạrko latar re menak̕a. O̠ko̠e jaegare bhar do̠ khasge ḍhergea. Grillage do̠ ḍạrko reaḱ ḍạrko mo̠j ocoe lạgit́e kạmi kana, ar ḍạrko talare mit́ṭen ạḍi jạruṛan lintel leka ńeloḱ kana.

Okare do̠ ḍạrko reaḱ ḍạrko beohar do̠ baṅ hoyoḱa

Mo̠bi̠l se̠ komjuri ḍạrko menak̕, jeleka peat se̠ dak̕ ạḍi jạruṛok̕kan ḍạrko menak̕, onḍe do̠ ḍạrko beohar do̠ baṅ hoyok̕a. Jaha jaega re ạḍi jạsti pharak menak̕ ona jaegare noa lekan foundation do̠ baṅ beohar hoyok̕a.

Labh ko

Columnar foundation reaḱ aema lekan gun menak̕a oka do̠ ạḍi bhage sạbud kana ạḍi jạruṛan oṛak̕ benao lạgit̕. Strip se slab foundation khon hõ sasta, benao reaḱ jinis beohar ar ona benao reaḱ kharch reaḱ ạḍi kom kạmiạ, kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕ kạṭic̕.

Saman

Oṛaḱ reaḱ ạḍi jạruṛ ar ḍạr reaḱ gạḍi lekate ḍạr benao reaḱ jinis ko bachao huyuḱa. Noa ko do̠ dhiri, iṭạ, pạṭhuạ ar pạṭhuạ pạṭhuạko kana. Saman reaḱ ạri lekate ḍạrko reaḱ kạṭic̕ kạṭic̕ cross-sectional size do̠ bachao hoyok̕ kana. Onate, kạṭic̕ ḍạr lạgit̕ cross-sectional size do̠ 400 mm khon kom baṅ hoyok̕a, dhiri ḍạr lạgit̕ 600 mm khon kom baṅ hoyok̕a, iṭạ ḍạr lạgit̕ 380 mm hoyok̕a judi ona do̠ ḍạr khon cetanre tahena, ar 250 mm khon ligation technology beohar lenkhan.

Bunda benao reak̕ kạmi

Niạm ehop̕ lahare ạḍi jạruṛa je ạḍi jạruṛa jạruṛa jạruṛa jạruṛa jạruṛa jạruṛa jạruṛa jạruṛa jạruṛa jạruṛa jạruṛa jạruṛa jạruṛa jạruṛa jạruṛa jạruṛa jạruṛa jạruṛa jạruṛa jạruṛa jạruṛa jạruṛa jạruṛa jạruṛa jạruṛa. Mit̕ṭen ḍạr ḍạr benao do̠ 9 ḍạr lạgit̕ calao idiḱ kana.
1. Tear kạmi, oka do̠ kạmi lạgit́ jaega sapha kạmi kana.
2. Budạ reaḱ cinhạ, tinre jạt́ reaḱ ḍạr do̠ pro̠jekṭ lekate cinhạ lagaoḱa.
3. Buru lagao.
4. Pilar ko lagid formwork lagao.
5. Fitting ko sthapana.
6. Pillar ko phadna.
7. Grilaj benao do.
8. Pillar ko talare oka metak̕kan beṛhae se̠ baric̕ ḍạr benao.
9. Foundation daḱ khon bańcao reaḱ kạmi.

Mahatma katha ko

Heaving soil re oṛaḱ benaoḱ kana, tobe ona benao do baṅ sạdhin daṛeaḱa. Jam dinre khali ḍạr bạgi kateć ona do̠ bạṛić hoe daṛeaḱa.
Nawa ḍheo akan kạṭić ḍạrko 30 din hạbić duṛuṕ hoyoḱa. Noa okte re onko load do baṅ jạruṛa.
Concrete benao lạgit́ simen grade M400 do̠ ạḍi bhagea, ar ạḍi jạruṛa ạḍi jạruṛa ạḍi jạruṛa ạḍi jạruṛa ạḍi jạruṛa ạḍi jạruṛa ạḍi jạruṛa ạḍi jạruṛa.

zhitov Author of the project: Dmitry Zhitov
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