घरों🏠में Crack⚡ का असली कारण❗😱🤯
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- Опубликовано: 6 сен 2024
- घरों🏠में Crack⚡ का असली कारण❗😱🤯 #shorts #viral #civil_ki_baat #CivilEngineering #civil_guruji #WallCracks #HomeMaintenance #ConstructionTips #HomeRenovation #FoundationRepair #wallcrack
Bhukamp kya sirf column ko hilayegi ya puri diwar ko😂
Jwab do bhai
Wall ek structural member ni hota to wo tut bi jaye to fark ni pdega... Koi ni pr ap haso
@@sourabhghosh7337 to 5 inch brick wall banao. 10 inch wall ku banate ho. Ye column ko structural nahi kehte ye normal support colom hain jo wall ke sath hote hai
Sirf column ko 😂
Wo apna khud ka hilayega 😂
Comment me phle se hi sare inteligent civil engineer hai😂.
😂😂😂 they are all graduated from Whatsapp university
Bhai main inteligent ni ho but I love civil
😂
Is hisab se to Gap Dena padega Coloum aur wall k bech 😂
bilkul de skte ho colum aur side wall se koi khass mtlb nhi hota
@@vkzone8812hm bhai tu binal wall ke hi ghr bna le eartquake se effect nhi parega 😂😂😂
@@Parmar-jo3wc mene bola kya h mtlb ki column baad me dalige to vo dewwar se jyada attached hoga pehle dete h to attachment km rhega isliye earthquake k time kam se colmn ka pressure to deewR pe nhi pdega
kuch knowledge se comment kr rhe ho ya aise hi muh ghusa dete to
kuch knowledge h is visay me
@@vkzone8812 easy 😎 bro just for fun😝
Is hisaab se kya, column pehle banta hai kayede se.
Colum give strength to Roof from Earth, it's not flexible.
Colum strength 3000 PSI
Wall strength 200 PSI
Both strength can't be matched hence both are seprate entity.
Bhukamp aye na aaye pr is tarike se banane me har barsat me sara ghar pani pani jroor ho jayga...
भाई ठीक है तुम्हारी मान ली , पर एक बात बताओ , नीचे तो हमने कॉलम और वॉल की बांडिंग नही की पर ऊपर वॉल की लेंटर से बॉन्डिंग होने से कैसे रोकोगे, उसकी तो बॉन्डिंग सबके साथ होगी 😂
आपकी ये बात में कोई लॉजिक नज़र नहीं आया
Sahi kaha
Engineers ko samjh ayega vo kya bol rha ..aguntha chaap thekedar ko nhi
Anparh ho tum
If the building and the column are shared with each other, the building is stronger
@@SanjeevKumar-lv9fqcolumn flexible hota hai aur brick brittle. Agar aek saath kar doge to aek tut jayega.
Civil guru ji provides us scientific and logical information 🙌🙌🙌🙏
Thank you so much, Amit! We're glad you find our information scientific and logical. Your support motivates us to keep delivering valuable content.😊
Lapping also at same spot... Alternate lapping required...
Ye lockdown vala passout he kya😂😂😂
Sir ready RCC hai bina pillar ab wall cut karke pillar daal sakte hai kya old rcc ko
Sir ek bat bato pahle coulom kar le uske bad brick work kare fir chat banaye jisse chat ka load coulam or diwar dono pe aye or diwar bhi lock rahe
Chat cast karne ke bad brick work karne pe crack aa jati hai
ये बात इस बेवकूफ को नहीं पता
Bhai pehle sariye ki lapping to dekhlo...bhukamp ne pahle isi ko hi chedna hai
Lag raha hai sariye ko polio hua tha😂
Isi codes ke standards ko dhabe pe bithake video banaya hai🤣😂🤣
Sayi
Sariye me 18 inch se jyada overlape dena chahiye..
Lapping zone correct nhi haii even alternate lapping bhi nahi haii
Bhai rubber ke beam dalo. Bhukamp kuch ni ukhad payega🤣🤣
Ye sahi tha guru😂😂😂
Anpadh
Anpadh
toh whats the solution?
column ko pehle banaye to kya earthquake time cracks nahi ayenge
i dont think so
column should be enough strength to take the load of earthquake vibration
अरे इंजीनियर साहेब हमने भी थोड़ा पढ़ा था फ्रेमस्ट्रक्चर बड़े बिल्डिंग जैसे मॉल शॉप्स के लिए उचित है छोटे घर के लिए यही सही है
Why? Explain in depth. Why the same feature from malls etc cannot be used for own houses?
@@Harsh12351 houses are only 2-3 stories whereas malls are very big
@@ridhamgoyal5855 that still doesn't convey why this method might not be useful for houses
@@Harsh12351 Bhai tum 100m Jane ke liye bike nikaloge kii car
@@ridhamgoyal5855 nahi. Uske liye walking ya cycle. But is point ka mere argument se kya matlab?
कोई कहेता पहले कॉलम बनाएं तब ब्रीकवर में दरार आति है, पहले ब्रिकवर करे तब कॉलम लोड नही ले पाए सब अपने अपने हिसाब से काम करते हैं
भाई पहले ब्रिक वर्क होता है फिर कॉलम कास्टिंग टेक्निकल तरीका यही है..
Sahi hai lekin hum agar 2-3 floor maximum ka ghar bana rahe hai toh columb ki casting baadh me karna jyada behtar hoga
MAI BHI YAHI SOCHTA THA , THANKS 👍😊👍😊
कॉलम हिलेगा तो वैसे भी पूरा मकान जाएगा चाहिये बाद में कास्ट करो या पहले
Ye isliye nahi krna chhaiye kyoki. Ye krne se wall side coloum ka Outer Surface clean plain nahi hopayega or usme casting ke time voids reh jayenge jisse column steel me corrosion ka risk bdh jaayega.
Overlap par dhyan nai gaya guru g
In column reinforcement, all vertical lapping seems on the same location, which are major mistakes on site.
Yes I noticed the same
Sir ji, column reinforcement ka lapping same level pe dikh rha hai
भैया जी कॉलम का ज्वाइंट तो बता देते फालतू का ज्ञान पेल दिए 😂😂😂
Ji nhi ye sahi hai
@Civil_Guruji , Bagal wale ghar ka jo wall dekh raha hai, aur new ghar complete hone k baad jo joint banta waha se barish ka pani new wale ghar k wall mai pasijta hai uska kiya ilaj hai..ek to side wale ghar ka wall paint kiya hua hai jiski wajah se joint pakad nhi pata.. to kiya koi water fixit chemical ya aur koi upai hai, .
Suggest me please.
Last me kya bol gaye samaj nai aaya yadi ye pattern use kar rahe ho galti😆 phir aapka pattern use kare ya na kare😆kabi clear se toh batavo 😆kaun sa pattern
vahi clear karne mai comments section aya 😂
Understood & thanks
Most Welcome @arupratandas7993
Yes you are right, ye hi civil engineering ke according hai.
Ye 9 inch ki deewar framed structure k liye nhi hai..... Load bearing wall hai isko column cast krne se pehle hi bnaya jata hai.... Fir column usko shear failure hone se bacahata hai....
framed structure kya hota hai?
@@muhammadziyan75 vo structure jiski slab ka load beam se hoker column pe transfer ho or fir coloumn usko foundation pe transfer kr de... Jabki unframed structure m load beam se column or load bearing wall se transfer hota h
but confining masonry which is also done for earthquake resistance building where we .. construct walls first then pour column as shown in your video which is better earthquake resistant then this infill walls ..
this wall behave as a load bearing component of structure .. dusring EQ it also behave as a shear wall ..
but you are saying this construction practice is wrong ..specially for EQ loadings..and i find your logic behind this also a valid point
Your wrong mate
Fir jo lintel lagate hai wo v to puri diwar ko support deta hai and column se connect rehta hai.
Usme vukamp ka kya effect parta hai?
Arre saheb.. Load bearing with confinement naam ka v kuch term hota hai.. Hamare engineering mai... Aur low rise ke liye... Yahi economical hota hai..... To gyan dijiye lekin wo gyan khan par lagega.. Wo v clear kijiye..
Confused 🤔🤔
Prakash, agar aapko kuch confusion hai toh please apna question yahan poochhiye. Hum aapki madad karne ke liye yahan hain! 😊
@@Civil_Guruji aap bolre ki ye pattern use krke aap Apni jindgi pr risk le re ho, or phle bolre ho ki ye Earthquake se protect bi krta hai 😂😅🤣, he is😅 confused, because of, Gurujii fir krna kya h? 🤔🧐
@@Civil_Guruji qki aap phle bolre ki bhookamp se bachayega, or baad me bol re ki life ko risk pr rakh re... 🤔🧐😅🤣😂
Ismie Protection btake ke last me risk h bolre aap 😅😮😂😂
Column baad me bana rahe to risk ha. Inn bhai sb ke according sahi tateeqa wall se pehle column structure bnana ha
Bricks masonry karte samay har 3raddo ke baad steel columns me drill karke daalne ki practice galat hai kya?
if we don't want bond in between column and wall then why we spend money on mesh? Does it make sense
बहुत अच्छी जानकारी दी आपने
@user-vv3jh4on7q धन्यवाद! मुझे खुशी है कि आपको जानकारी उपयोगी लगी। आगे भी ऐसी ही उपयोगी जानकारी के लिए बने रहें। 😊
And what about 100% lapping at the same place and not maintaining proper lap zone
When you are explaining this, have you considered the technique known as “Confined masonry” this technique is practiced in low rise structures of 3 storeys in seismic zones. The technique binds columns to the wall to act as a singular unit.
Column aur brickwork mein earthquake ke time pe crack na aaye toh bich mein kaisa masala dale ki compression aur expansion jhel le….kya beech mein bharna chahiye ?
Aapke बोलने के हिसाब se यही wala सही है
Nahi galat hai
Hmare ghar ki outside boundary me jo kona hy vha kone me rcc beam bnaya gya fir side wall uske baad pluster krdiya gya, abhi daraar beam k dono sides me hy deevaro pe. Mujhe koi itni knowledge nhi hai lekin jitna samjh pata hu us hisab se inki bonding ekdam honi chahiye sariya nikalke beam aur deevar ko join krna chahiye(jaise kuch log videos me batate hy),.
Lekin aapki esi videos mujhe isliye confuse krti hy kioki abhi mai 10,000 square feet jagah pe apna shed bnane wala hu jisme har 11 feet k baad rcc beam aayega to uske beech ki deevar ko jaint kru na kru 🤔🤔
भाई बाद में जब कलम के बाद दीवार बनाते हैं तो बाद में दरार आ जाती है कलम के किनारेकिनारे
Ha drar se paani sidha ander ab kya bole yrrr
Sahi baat h lekin ye Engineer book pdke Gyan Dene lgte h.... theory and practical m zamin aasmaan ka fhark hota h....agr bhukamp aayega to kise bhi columns do crack to aayega hi...jhatu engineer
Use murga jali on joints atleast 1.5 to 3mm
kolam or dewar ke bich me 1feet ka gep rakh de kya engenir sahb
@@piyushpiyush885bilkul sahi bataya bhai
Columns ko pehle cast krne se structure strong banega, theek hai pr shuttering plates ke peechhe extra kharcha bhi jayega jo ki clients ke paas hota nhi hai.. aur iss tareeke se paisa bacha liye structure thoda kamzor hoga aur bhukamp area ke liye to ekdum waahiyat hai hi pr baaki dusre jagah pe practical ho jaata hai ye choice
Bhai jb complete hoga column to bonding khid ho jae gi na
Very useful information sir.I never thought about this.Thanj you.😊
Dhanyawad @piyushvadhel1676! Aapka feedback sunkar bahut khushi hui. Humara aim hi yahi hai ki aap sabhi ko useful aur practical knowledge provide kar sakein.
Aisa aapne hilaya bhaya lakin jab afan casting kar denge column ko. To column hilenga to waal to already hilenge hi na jis type se us type se laga mujhe.
Afan kya column ke side me expension joint de sakte hai kya bhaya jis se waal me crake na aaye
There is another clause for small height buildings, this masonry called confined masonry which resist earthquakes better via box action and confinement. This technique is used for low storey buildings say up to 3.
Check “earthquake tips” published by IIT Kanpur and IS:1893 part 1.
सत्य कहा आपने❤❤❤
@range_roverrr09 Thank you for your kind words! 🙏❤❤
Sir ji hamne upar ka room banaya hai filhal vo teen ka h magar hamne jis mistri thekedar se vo kaam karaya usne hamare darvaje ke upar direct silip dedi slip aur darvaje ke ke beech gapping nahi di jis kaaran ham vaha parda nahi laga paate ab kya समाधान होगा इसका जब हम बाद में लिंटर डालाएंगे क्या वो silip तोड़कर दोबारा silip बनाने पड़ेगी gap deke
Sir mai dekha hu agar pahle colom ko pahle bharte h aur Diwali bad me uthathe h to Bim aur Diwal ke bich creak ho jata h kyu
Agar chiken mesh use karenge to crack nhi ayega...
Yes sir
Gyani baba ne jo jaruri nahi wo bata diya, per jo main Structure weakness n Structure failure ka karan hai column same point me joint hai sare reinforcement wo nahi dikh raha😂😂😂😂
Sir column me lap bhi ek hi jgah diya hai
In ko ye bhi bata do ki lap rakhte h .😂
Yahi to mai soch raha tha😂
Jab Column reinforcement ko apas me jodte hai tab kitna feet apas me jodna chahiye
जब भूकंप आयेगा तो-- ये कोलम वो कोलम सब ज़वाब दे देगा।
Sir
Footing me kya pehle karna chahiye
Namaste @Be_happy-0717 Footing ke kaam mein sabse pehle site ko achhe se prepare karna hota hai, jisme soil testing aur site ki marking shamil hai. Iske baad, excavation ka kaam shuru hota hai, aur fir reinforcement bars ko sahi tareeke se lagana padta hai.
@@Civil_Guruji But ye janna tha mujhe
Footing ho gaya hai but pehle kya kare
Bricks ya column
Soils ko rokne ke liye
From Bokaro Jharkhand
Column mai bar alternate place karna ,
And what about confined masonry?
Stirups bend nahi hai.. column lapping b galat maar k rkha hai....
Column mey concrete daala Jaata Hai, rubber nahi 😂
Kabhi koi flyover dekha hai? Woh kaise hilta hai woh kya rubber ka banta hai?
Lagta hai bhai sirf dopeher tak hi padhe hain
🤣🤣🤣🤣@@debashishkhuntia5382
Column bhi kuch flexible Hota Hai bhai... तभी तो...पडाइ जरूरी है
क्या मस्त जोक है। ब्रिक वर्क और कॉलम की बॉन्डिंग होगी तो दीवार से रिसके पानी अंदर नही आयेगा ना वॉल पे सीलन रहेगी
Sir jaisa ki is video me dikh raha hai coloumn brick work ke bad cast hoga kya ye sahi hai ????
10 mm ke reinforcement lagaya hain kya?
Thanks you very much sir.
Till now I thought it was only because the walls sucks out the water during column curing 😍😍😍
Thank you, @hikikomorihachiman7491! It’s great to hear that you found new insights from our video.
All right all right- so you shouldn't cast columns for the plinth just for the brickwork. Thats suggesting the chicken shouldn't come after the egg
Bhai baat column ke hilne ki nhi ho rhi h. Vibrations ki ho rhi h. Column wo vibration jhel leta diwar nhi jhel payegi.
Laping length not provided in coloum
Column steel bars lapping is not alternate😅 and also the lapping is done in the center of the column which is wrong.
Bhookamp ayega toh kaise bhi building girega lekin pehle column fill karke baadme diwar bandhoge toh lifetime ke liye air cracks dekna padega
Super
Thank you! I'm glad you liked it! 😊
Video editing was impressive
Thank you, @aijazkhan6502! We're glad you noticed the editing. Your feedback means a lot to us. Stay tuned for more quality content!
Guruji make a video on fero cement wall
Column reinforcement me lap alternate nhi h
Kya Dubai ki tarah colom aur brick 🧱 ke bich aarmo lga na padega ha ya na
Column Reimbursement Lapping is not Alternative
सर
समझ नही आया।
बॉन्डिंग रखनी ह या नही रखनी।
स्पष्ट बताओ
Sahi baat kahi bhai 99 percent log civil construction ko ghar ghar waale khel samajhte hain khud hi nakksha banakar sonna ghar banwaane ki koshish kar te hain phir poori life har saal chaurahe se miistri labour laakar repair karwaate hain
60 sal jina hai or itni tension
😂
😂😂
Ye earthquake proof building banane ka tareeka nahi hai.
Sir composite structure more earthquake resistant hota h ... please correct this video
मेरे हिसाब से दीवार के साथ कॉलम भरा जाएगा तो इससे ज्यादा मजबूती कोई भी हो नहीं सकते
Ha mujhe bhi yahi lagta hai,maine bhi ese hi banwaya,,3 ft eent jod kar column bharwaya,,sahi bilkul,,1 jagah pahle column Kia baad me eent ,,wahi per crack aaya
Hey prabhu😅😅
Reinforcement ka overlap glt h.....
Bhukamp ayega toh column only nahi hilega
Hilega toh column aur diwal ek hi sath hilega guru
Brick wall air column ki achhi bonding ke liye pehle wall banake column laga sakte hai. Humare engineer ne to yahi kaha tha, unhone ye bhi kaha tha ke frame structure jaldhi banta hai isliye sabhi frame structure use karte hai. Frame structure achha hai par, video main bataya gaye tarike se load equally distribute hota hai👍
Nice editing
Thank you, @wewarntogether! We're glad you noticed the editing. Your feedback means a lot to us. Stay tuned for more quality content!
Bhai column steel reinforcement lapping sahi nhi hai.
Saria ke joint aage piche hona chahiye
Joggle kyu nahi h column Me ? Aur Lapping , Ring ka angle sidha kyu h ? Ring proper straight kyu nahi h ? Middle bar ko hook kyu nahi h ?
Sir diff type of crack in brick and its merit ka video banav
Sure aap ke iss Question ko hum Apne Expert trainer ko share karange orr bahut jald iss topic par video layenge.
And its demerits of crack
Cracks ke upr hamne pahle se hi video bnai hai.
aap youtube par cracks by civil guruji search kijiye aapko sari video mil jayegi.
Galat mechanism mat batao Bhai kisne aapko ye sikhaya hai shayad aap uske sikhate time so rahe थे या भाग गाये थे क्या??
Sir Ghar pe column nahi hai uske uper Ghar banana hai to kaise banaye kya trika hai
Yahi sahi hai open colam majbut nhi hota
Sir banane ke baad kuch kar sakte hai ya nahi??
Han todwa kr bnawao phir se
Sir column me bahut mistake hain
Bhai....aapke column ke reinforcement ki overlaping galat hi...ekhi section pe sabhi overlaps aaye hi...
Not a good idea. If column is done before brickwork, cracks will develop within a few months. Plaster cannot hold back cracking.
Goog knowledge
Thank you for acknowledging our efforts, Civil Guruji will continue providing content for Civil Engineers. Stay curious, stay supportive, and keep learning.
@@Civil_Gurujisir ji ring 180° nahi he or bhukamp bhi ayega to app wall to bacha logo but column to gaya 😅
That column reinforcements joints are also not correct