Biggest mistake on construction site | Column Bar को सही करने का तरीका ?
Вставка
- Опубліковано 16 гру 2019
- 15 Mistake in House construction
• 15 Biggest Mistakes du...
15 Technical Term for civil Engineers
• 15 Technical Every civ...
Official Website Civil Site Visit
civilsitevisit.com
Daily New Job Links
civilsitevisit.com/recruitment/
WHATSAPP GROUP
chat.whatsapp.com/BVZb2995QXA...
chat.whatsapp.com/K83YQHVXxkd...
chat.whatsapp.com/BPoi8iLL9fZ...
( TELEGRAM GROUP FOR CIVIL ENGINEERS )
t.me/joinchat/i84Oy3K0wqgzMjU1
t.me/joinchat/zwE9MYXIdgY5OWY1
( TELEGRAM GROUP FOR JOB UPDTAE )
t.me/joinchat/AzzpD2BS3qhmZjZl
( OUR OTHER UA-cam CHANNEL )
1. For Job Update
/ @civilsitevisitjobsupd...
2. For Business Idea
/ @businesskaadda12
3.Civil Engineer Sharma Ji ( Basic of civil Engineering )
/ @civilsitengineer
4.Pareeksha ( Job & Exam Preparation )
/ @civilengineerintervie...
10 Most watched Video of ( CIVIL SITE VISIT )
1. Tile or marble Flooring
• मार्बल लगाये या टाइल |...
2.How to decrease construction cost of House
• घर बनाते समय इन 5 बातो...
3.Construction Cost of 1000 Sqft House
• Construction cost of 1...
4.Parapet Wall Cheap & Best Design
• Parapet wall two Best ...
5.Wall Dampness Treatment
• Wall Dampness Treatmen...
6.Marble or Tile Flooring
• Marble or Tile ? which...
7.Cracks in wall repair
• घर की दीवारों में क्रे...
8.Mistake in House Construction
• घर बनाते समय इन 8 बातो...
9.1000 sqft House Material Quantity
• 1000 sqft का घर बनाने ...
10.ACC Block Vs Red Brick
• 1000 sqft का घर बनाने ...
CONTACT DETAILS
✔Email Id for Business Enquiry - rs140565@gmail.com
✔Twitter: VisitCivil?s=09
✔Facebook Page: / 100041543491213
✔ LinkedIn: / rahul-sharma-66324a215
✔Instagram: / civil_site_visit
✔Tumblr: / civilsitevisit
For Business Enquiry
7006672812 (Note :- Only WhatsApp )
Disclaimer - This video is for educational purpose only. Copyright
Disclaimer Under Section 107 of the Copyright Act 1976, allowance is
made for "fair use" for purposes such as criticism, comment, news
reporting, teaching, scholarship, and research. Fair use is a use
permitted by copyright statute that might otherwise be infringing.
Non-profit, educational or personal use tips the balance in favor of
fair use .
#civilengineeringbasic #Practicaltraining #siteengineerTips
Mai already thik karwa chuka hu is mistake ko and thanx sir aapki video se mujhe bahut help milti hai ek video coasting P nikaliye puri details k sath sir pls
Very very good sir
Expecting more like this
Thank you
Thank u sir. very helpful video for site engineer.
Thanks brother please shate
Nice information 👌 Brother, thanks
Aap bahut axe se explain krte hain... Thnk u sir
Thanks brother
aese he dekhte raho sekhte raho n share plz ❤️
Sir foundation colum 9*18 ka tha, 5 inch jaggal kiya h, dusre ki jagah m chala gya tha , coloum uspe plinth bim bhi dal diya, ab ky kre ,
Mere isme 2 inch ka dal diya joggle
Hey, it's been 3 years. Did you have any troubles due to this?
I learned best column correction method from this video, great job sir
very important information Sir ji
thanks
Will you please let us know from which IS code or ASTM you are suggesting it
Excellent video sir . Thnx a lot
This video was really very helpful Sir
Sahi video banaya Bhai tum ne....
Very very useful video.
Great ... Very useful video tqqq
Sir you are doing great job
Sr video editing k liye kon sa app or software use krte ho
Very nice Sir Thank you so much
Knowledgeable Video sir
Bahut achha sir jii
Thanks bhai
Thank you sir
keep watching
Sir 24 by 30 fit building sat take Kitna tmt bar lagyga ,comment please.colmin air bim mein 16 and 12 tmt use karange
Yeh kaisi thanks bolna samaj nahi Ara lekin bohat shukriya is video se kai sare logon ku bohat badi madad hogayee...
Best idea sir
Out of 16 columns, 5 Columne are misplaced by 2 to 5 inches.. plinth beam is already casted. What should be correction for this mistake ?
Bahat achha
keep watching brother
Sir aap videos edit ke liye kon sa app use krte ho
Sir agar aisa chhat banane ke baad hua to kya karu.....?please reply
Bht Sahi...
Thanks bhai
Best video sir
Thankyou sir
thnks vaai.. mere site pe hua tha yeh mistake.. shttrng ka spprt hil gaya tha.. column ka top 55 mm hil gaya tha... fir maine twist kara k thik kiya.. galat tha pata tha.. pr sahi tarika aaj malum para.. ab se fichr chmicl use karunga..thnkss buddy
wlcm pranjal ❤️ keep watching
Kya ye tarika pwd,cpwd etc Mai manya hoga?
Can same method be done if column mistakes in on first floor
Nice content
I faced this situation and corrected with the help of your video, thanks a lot sir, U r wonderful
very good
Good solution for such mistake in isolate foundation is to replace it with new foundation
yes check new video on it
sir outer peripheral ka rod agar out of actual position se nikal gaya toh kaise Karna hai... apne toh andar wala ka hi dikhaya hai
Sir yei to apne 230 kai grout kr leya footing k base pr sai lken slab pr sai colume out ho jaye to 230mm kai grout kaise hoga slab ki to thicknes hi 150mm ki hote hai waha kaise kre sir reply plz
Sir agar chat par first ya second floor me hua hai to bhi same rule rahega kya
Thanks
Please upload a video on substation
Sir column ke varticale Rainforment me jogal nahi karte h but column ke lap ke liye jogal kyu krte h please reply
Good.
Brother Jo displaced bar tha usko exposed point se cut kiya fir initial alignment me hole karke another bar usme insert ki fir cut ki hui bar ko L shape deke doosri bar se weld kiya?
1 more question sir, bhot baar aisa hota h site pe, jab column size or column steel jaise jaise upr jaTe h to reduce ho Jaye h, as per steel design.
Eg. Column C1 (230 X 530 mm) Mei initially steel is as 12 bars of 20mm upto third storey and for fourth storey steel is reduced to 8 bars of 16 mm and column size reduced to 230 X 450 MM... In this case what is the right way of providing the steel and lap connection of the column steel...please explain.
Thank you 😊!!
What is your suggestion for rebar which are not in position/need to be jackled. Did you cut these rebar? Or kept as it is in column
just cut them
Good sir
Very impressive sir... Chote plot ya structure k liye piller itne heavy nhi hote h... Aur 4bar pillar me h aur 4 hole kr k ye process krna impossible hoga?? Waha kaise kare isko???
site engineer: abe saale
column bar : maaf krna gusse me idhar udhar nikal jaata hu
hahaha nice one bhai ❤️
But how to prevent this, what is the reason of this displacement
When welding process will be introduced it also heat the bars and will make it hard as you said in video
At place of weld always two bars are present so actual Ast is doubled, which accounts for loss in strength of steel; that's why always suitable lap length is essential, basic of lapping 🤗
Super bro
Thanks brother keep watching n keep loving
Sir plz ek video banao 🙏🙏. Ager extention rebar small hain or corrosion se ager rcc rebar ka diameter kam ho jaye to 2nd 3rd floor extention kaise kare??
20by45 main calum distance Kia Honda hai
sir if in footing there should pcc 100mm then how we should insulation bar because when steel meet soil it should be not better
for that conditio procedure is different i will upload on it soon
Rebar embedment shall be designed for pull out capacity/force, it shall not be 230 mm. Newly embedded rebar length above concrete shall be lap length not @700
Lekin sir jo sariya out ho gya usko to die marke column ke andar to lana pdega na. Ya fir out huwi bar ko cut kr lee
Super sir
Right he bro
Thanke brother
Sir ye bataiye if yadi collom lambai me sidha h lekin kuchh collom chaudai me ek line me nhi h to issse koi dikkat ho sakti h makan bad guniya ho gaya h to iska koi upay h ,yadi no. H to dijiye...
haan dikhat houfi tiling n plaster meh ...shilna padega column
Same work ghar k building me v karna chahiye kya
sir maine apne lower floor ke bathroom ke upar bathroom banaya hai par upar wala neeche wali deewar se 2.1/2 fit bahar hai linter pe uska weight hai kindly guide
Sir tile analysis Kai barai main vedieo bana dai
Good
Hello sir
If we need to add a storey to building
And top slab of building dnt have any extended columns
What shall we do?
My house is constructed two storeys..with 9"*9" columns on both sides..now I want to raise another two storeys on it...can I go with similar size columns or what to do..plz guide...thanx
Gr8
(in video)Top bar lapping is in beam column junction....is this right or wrong???????
it is right praticaly but not acc. IS codee
It should be at center right???
What happened when this problem arises at the 1st floor slab or above. I think this solution is only possible when the bars need to be fixed on footing. And what about the outer bar or the overall column reinforcement when they all displaced from their actual position.
btw thanks for providing this information.
true... but it helped me in an old retrofitting work where work upto plinth was wrongly done .. I can easily start afresh as per the drawing from plinth
Sir...mere ganv ke ghar me column me yhi dikkat hua tha aaj ghar me crack aa rha h .... ab usko thik kiya ja sakta h??
Perfect
Thanks brothwr
thank you sir aap ni zabardase video ke hai sir
Thanks waseem keep watching
Kya ham chhat se naya structure taiyar kar skte hai
Which IS code allow this method ?
Please also explain the type of welding because common welding is also reduce the strength of steel bars .a special welding is required called mechanical welding.
butt weld should do the job
Staircase marking slope and step both please upload
soon brother keep watching and keep loving
Bhaiyaa mere ghar ise trah dhalai ho gya 3 room ek hall sara room badguniya nikal gya stairs be tedha ho gya ab second floor aisa na iske lea kya ho seckta hai ya kuch nahi ho payega
Thank you sir
Aap best me best ho sir
Thanks sunil keep loving 🔥
Yes sir 👍
Pile ke bar rectangular shape me kaise kre
What is the cost for rebaring?
Usko position change karne ke liye Kitna inch jogal de sakte
sir jo aap 750 bol rhe hou..uske accordingly agar columns mei bar 25 mm kaa hou toh as per is code456:2000 k hisaab se toh ban ee nai rha...lap should be 25*50=1250mm....how its possible 750mm.?????
Sir wo lap length jo ap multiply krhe ho wo yahan kam ki nhi yahi formula hai 230 750
But kya iss se strength kam ni hogi?
Original k respect me?
yes ofcourse thoda farak padega
Sir ji,
Steel cut kar denge but niche se aadha steel se match kaha ho payega
Jo 230mm niche dril karke dall rhe vah concrete pr rest krega n niche steel k tuch me kaise rahega
match ni brother ....bs insert n grout
Ha vahi, confusion ye h ki jo steel niche se continue aarha uska end karke fir dusra steel dal rhe,us continue steel se link khatm hojarha n, ye doubt h mera
Same doubt for me...
Continuity will be break... we're going for newer steel with method of Rebaring...
Yes, it's not as per design for spacing of vertical bars , but it's better option over jackiling of bars...
continuety brek hoga.. sahi hai.. par twist karke continue krne se grout krna bettr hai...
Jo bend ho geya tha uska kya hua ??? Cut kar Diya ya phir wyse hi chor diya ????
cut
I like
10 by 10 ke pillar Mein ye process kaise karenge
Hlo sir good afternoon... please make a video about on details of pile foundation ....nd quantity calculation ...
ofcourse brother soon
@@civilsitevisit thank you sir
Sir 230 mm niche samajh a gaya lekin upar toh 750mm dikha raha hai please ek 3d photo share kare sir
Sir jo misplaced ho gaya hai ushe cut karke hatana hai kay ?
haan jo misplace ho jyta hai usko htana hota hai
instead of welding can we tight with binding wire sir ?
wire se v sayad kr sakte ho.. lekin mazbooti utna nahi milega jitna welding main milega..
Ye to centre ka steel hai agar side ke steel me jackle aye to kya kre
Sir ye toh heavy piller k case me bataya...jab ki gher k piller 9 ya 12 inch k hote hai...uss case me shifting ko kaise correct krenge... Mere plot me kuch time pehle work hua tha ab usme sabhi piller ki sariya bend ho gyi hai... Toh usko correct kaise kiya jaye...
सर आप बीच में ties की जगह stirrup बोल रहे है जो कि गलत है इससे students को गलतफहमी हो सकता है
क्यूकी कॉलम में जो रिंग बांधा जाता है उसे ties कहते हैं और beam में जो रिंग बांधा जाता है उसे stirrups कहते हैं।
eheheh aesa ni brother ties alag cheez hai stirrup alag
@@civilsitevisit ties and stirrups me difference Kya h aap hi bta dijiye qki Mai bhi diploma Civil Engineer ka student hu
Aur hme Aisha hi padhaya gya hai aur kuch vdo me bhi Maine yahi dekha h jaisa ki Maine phle btaya h
Sir my house mistake underground Pani tank ke uper se coluam khada Kiya hai to ab kya kare
Replay
Aur usi site pe ek cornaer ka coloum ka 6 inch bahar chala gya center line, to contractor, 2 sariya hi tod diya jad m, aur wo chorke plinth bim bhi dal diya, wo bhi 9*18 k colum th uska ky kre
koi job h site engg k m pas out hu 2018 k r m delhi m hu i need a job plz hlp me..
What should we do if that types of mistakes comes in first floor, where the thickness of floor is 150mm. And the size of column size is 250mm x 250mm.
same hole 230 in column n insert steel n weld
@@civilsitevisit any formula or any Thumrule for inserting of rebar like 15d , 20d Or anything else.
@@31Rohit_k_vlogs not any formula... it's given in company's material description... it's vary for saperate material
@@ravipatel9316 ok. Thanks
Joggle hota hai jackel nahi