1)No RCC Stub column is provided for Boundary wall 2) While erection of PEB steel Structure,The top column surface should be clean and leveled surface without gaps in peb structure and bolt Any Good work guys
@@romantrembakov4625 Как раз умно, поди, белые европейцы научили - болты всё равно только на растяжение работают, и не нужны большие дыры с квадратными шайбами - болт можно немного наклонить, чтобы попасть в минимальное отверстие в опорной пластине.
@@hrjulya Я понимаю, но тогда с низу, в бетоне, должен быть ПОДВИЖНЫЙ шарнирный узел.. А так- они просто там висят в воздухе, как сосиски на веревочке подвешенные.. В итоге не болты держут колонну, а колонно просто прикручена к болтам.)))
Incomplete. There was need to show how the bolts are then made firm.. What material do you use to close up the free play? how do you apply it given the obstruction caused by the already lined column and the nuts?
have a look at the bottom end of each bolt, then think of what is holding the bolt after concrete pouring. That pipe you see here, is 50mm dia. this will give the bolts enough play when installing the column, this allowance is for keeping in check the alignment of columns on each column bases. These 50mm allowance will then be grouted with cement once all the columns alignment is correct after installation. Thank you for asking,. Subscribe and keep watching for more.
@@MauriceDimbaI ve seen the bottom of the bolts I also watch the other video of you explaining how it works but I still think it's not safe..I wouldn't do it like that for my self..
@@MauriceDimba So you used a 50 hollow tube and the anchor bolt is about 20 mm, this leaves about 15 mm all around the sides of the bolt to grout. What kind of grout do you use to make sure it flows all the way down to the bottom of the grout? How do you get the grout in there, as each lower nut seems to cover the openings?
Stupid job. Stupid guys .. As a result the Bolts are left into a hollow cavities after tube templates were removed. It is a new system of dancing steel columns. S.O.S.
I like the fact that there are no interruption to this videos
thank you
Hello Maurice a you brother to Jared Dimba.....you soo blessed good work he is a good electrician
yes
This is really helpful
Very detailed and stepwise
Good job
Glad you liked it
as always, your channel is full of important information...thank you for sharing this.
Always welcome
This is the best so far i have seen, thank you so much.
Wow, thank you!
1)No RCC Stub column is provided for Boundary wall
2) While erection of PEB steel Structure,The top column surface should be clean and leveled surface without gaps in peb structure and bolt
Any Good work guys
good!
Welcome back!
Thank you
Very interesting! Hello from bank of Onega lake!
Thanks for watching!
братан, ну привет то приветом, но ты посмотри что эти идиоты привинтили стаьные коллнны к шатающимся в полостях закладным болтам.. Это пипец..
@@romantrembakov4625 Как раз умно, поди, белые европейцы научили - болты всё равно только на растяжение работают, и не нужны большие дыры с квадратными шайбами - болт можно немного наклонить, чтобы попасть в минимальное отверстие в опорной пластине.
@@hrjulya Я понимаю, но тогда с низу, в бетоне, должен быть ПОДВИЖНЫЙ шарнирный узел.. А так- они просто там висят в воздухе, как сосиски на веревочке подвешенные.. В итоге не болты держут колонну, а колонно просто прикручена к болтам.)))
@@romantrembakov4625 должна быть подливка, здесь какие-то временные подкладки стоят: ua-cam.com/video/F-HLtnwnZnw/v-deo.html
Very informative video
So nice of you
@@MauriceDimba i wach all your vídeos im big fan of metallic strucrures
great job
Thank you! Keep watching for more
Incomplete. There was need to show how the bolts are then made firm.. What material do you use to close up the free play? how do you apply it given the obstruction caused by the already lined column and the nuts?
Noted
Long time boss
We're back here
Труба зачем нужна была? После того как вытащили на месте щель остается это потом заполняется?
Lechada
@@MauriceDimba На понятном языке отвечать нельзя? А -то гугл переводчик даже не переведёт то что вы написали мне
This for what type of building ?
large span steel structures
Whats holding the bolts they are not welded, not in concrete..i don't understand..
have a look at the bottom end of each bolt, then think of what is holding the bolt after concrete pouring. That pipe you see here, is 50mm dia. this will give the bolts enough play when installing the column, this allowance is for keeping in check the alignment of columns on each column bases. These 50mm allowance will then be grouted with cement once all the columns alignment is correct after installation. Thank you for asking,. Subscribe and keep watching for more.
@@MauriceDimbaI ve seen the bottom of the bolts I also watch the other video of you explaining how it works but I still think it's not safe..I wouldn't do it like that for my self..
But nice music..
@@MauriceDimba So you used a 50 hollow tube and the anchor bolt is about 20 mm, this leaves about 15 mm all around the sides of the bolt to grout. What kind of grout do you use to make sure it flows all the way down to the bottom of the grout? How do you get the grout in there, as each lower nut seems to cover the openings?
Stupid job. Stupid guys .. As a result the Bolts are left into a hollow cavities after tube templates were removed. It is a new system of dancing steel columns. S.O.S.
you ask for steps