I'd love to see more content from you on how to join pipes at custom angles eccentrically. I had to get creative with a laser jig but I'm betting there must be an easier way. Great work as always! Thank for the solid videos.
. . . as president as the amature society I must comment on what a brilliant video this is, I have burned almost 3 rods during my lifetime but I am not giving up and I will continue to look to UA-cam for inspiration
Here's what I see: when the two sharpened bars are put on the unistrut, the deformations are going in opposite directions. As soon as the welding begins, they are going in the same direction. That's a miracle. See 0:31
У нас по технологии сварки арматуры(прута) в нахлёст правильно так делать. Длина нахлёст это 10 диамеров арматуры. К примеру прут 12мм длина нахлёст 12мм × 10 =120мм
I was an x ray welder for over 40 yrs 90 percent of it in the field, none of this is new it is only if you are still green and learning. I can tig weld mig weld and braze weld, my specialty was stick welding , I can pass the x-ray with a 6010 or 5 p which ever you prefer coming from the root pass all the way out with the cap, or 6010 the root then fill and cap with the 7018, or tig the root then come out with the 7018, or tig it all the way. Keep learning my friend there is lots more for you to learn.
Просто выеживаться не нужно.и не отбивать шлак,пока металл раскалён. Немного торцонуть,с диаметра в сантиметр, примерно убрать под конус миллиметров пять.и угол более острый. Но такое соединение исключительно эстетический вид принесёт. Лучше всего в нахлёст.особенно если для стяжки,или подобного,эта ступенька будет очень хорошо держаться за бетон.
Esta bien que el video sea para princiantes, pero describe que tipo de electrodo usaste porque el acero corrugado se cristaliza pierde sus propiedades y se rompera la ZAP (zona afectada por el calor) solo es soldable acero corrugado de Grado 60. Pdta: Este mensaje es para PRINCIPIANTES.
Comparto tu comentario... En la red veo muchos de estos casos de soldadura de acero corrugado y se entiende que será usado en construcción lo cual me parece un error...
El acero de construcción, x lo general es un sae 1020.. 1010. Nada especial. Incluso si lo metes en agua post soldadura.. es muuuuy difícil q de "cristalize". Es decir q se vuelva frágil. El término correcto es que se Temple. Aceros con bajo contenido de carbono no tienen alta templabilidad. A toda está, siempre y cuando estemos usando un electrodo común para aceros así. Ejemplo el E6013. Uso general.
@@Frank_golfstein solo te preguntaré si alguna vez sometiste tu soldadura de barras de construcción a una prueba de doblado.Ello corroborara tu afirmación o la negara...en Perú, la Norma técnica exige que el acero corrugado de construcción sea grado 60.Recuerda que una barra de construcción soporta miles de kilos y no me gustaría estar debajo de un techo donde usaron material soldado, durante un sismo... Saludos
Esa es una regla de oro no soldar las Varillas estiradas para, los que conocemos de soldadura, su vas a construir en lugar de soldar la varilla corrugado en un techo es mejor amarres de alambre recocido, para que pueda tener movimiento, de lo contrario soldando, una varilla corrugada de cristaliza.
Yes it's low quality steel and not really ment to be welded...... for instance if u made a big wall out of it on the ground when u go to lift it into place (crane sized stuff) it would be more likely to fall apart than if assembled by ty wire
No. It's low carbon steel. Thats why it won't keep an edge if you make a knife out of it. And if you join rebar by welding it like this you shouldnt be on a building site.
Don't understand why it's stated that few people know about it. Any weldor Worth his salt knows these techniques. What "should" be stated is not to use 60 series electrodes. 7018 is the rod of choice.
60 series is strong enough in most cases. 70 is stronger but you use 60 for the root because it's stretchier and less prone to cracking from vibrations
Do you have a link the the equipment you uses? Thanks for the vid!! I'm getting ready to weld some rebar for the structure of landscape rocks. I think this is just what I need.
На втором примере показано соединение двух стержней электросваркой с нарушениями. Общая долина сварного шва должна быть не меньше десяти диаметров стержня при одностороннем шве и пяти диаметров стержня при сварке с двух сторон. В обоих случаях в начале и в конце сварного шва прибавляется по одному сантиметру. На видит показана сварка с одной стороны. Длина сварного шва значительно меньше десяти диаметров стержня.
Да ладно Вы что из учебника это вычитали. Там неизвестно для каких целей свариваются два куска арматуры по учебнику одно а если треть центра не проварить может краев уже 100 проц достаточно для использования. Он вообще не для использования варил на видео а показать свой супер гений. Читайте следующийнадвамикомментарий не русский грамотные какие правильно написал не надо идиотизм делать сильно конус снимать и массу электрода наваривать. Эта наваренная масса не дает однородного сцепления 2 арматуры вместе. Нет качественного сцепления сварки. Глупость в чистом виде.
Смысл видео должен был содержать правильные решения с соблюдение норм сварки определённых элементов и деталей, иначе это видео не имеет познавательного смысла
OH MY GOD, GUYS! He beveled it to make a stronger weld!! Not a single one of us knew that. He even held them in a guide!! Like any of us could have figured out how to chip of slag either. This guy is a total genius. OH MY GOD
Hay muchos problemas con esa soldadura, lo cual deberia ser mencionada. Uno de los principales problemas al unir las piezas asi es la probabilidad de que quede escoria fragil en el interior debido a los reiterados intentos de soldar; aun con una limpieza adecuada pueden quedar microparticulas de escoria en el interior, provocando que hayan 2 fases y por ende, propiciando fracturas al momento en que las barras se sometan a algun ensayo a algun esfuerzo (sobre todo enfocado en flexion). La fractura de la pieza comenzará en la zona de la soldadura producto de las microgrietas y eso sin hablar de la ZTA producto del laego proceso de soldadura
Si luego de establecer la perfecta alineación de las barras a soldar se va soldando con costura continua de soldadura que hace que la escoria salga separada hacia arriba. De esa forma se logra unir las barras de acero que soprtaran sin problemas los esfuerzos mecánicos.
sierto mucho puntea tiene que hacer un solo cordon por cada bes que ensiende el electrodo aparte el electrodo 60/13 no es resistente si rebienta muy facil
Tiene su técnica soldar a punto corrido,si dejas enfriar entre punto y punto claro que tendrá micro fracturas y escoria atrapada debido al constante enfriado y calentando de la pieza y quedará destemplado más frágil. La mejor técnica en esos casos es entre punto y punto no dejar que se enfríe en su totalidad la soldadura no dejándole solidificarse ni enfriarse en su totalidad obtienes un cordón igual a un cordón corrido de esa manera no queda escoria atrapada,los que Soldán tubular muy delgado así lo hacen y al pulir la soldadura ni siquiera se notan porosidades, claro que hay personas que no pueden con el trabajo y por eso pasan tragedias por el mal trabajo hecho y la mala supervisión del trabajo.
The only problem I see is after welding, it cannot be used as a re-enforcement. Rebar is a higher concentration of iron and it has a different heat treatment, that is why that you can bend rebar to the point of cracking and breakage. Plus, rebar has a heavier phosphate coating to slow oxidation (rusting), most welds (6011, 6013, 7018,) will rust faster than the parent material if left untreated. Portland cement, the primary ingredient in concrete it a strong oxidizer of metals and attacks rebar the minute it exposed and will attack the Weld and compromise it quicker than the original rebar. In a structural setting, were the rebar to fail where two sections were welded together, taking into account any load on a re-enforced wall or floor, the concrete structure will likely fail as well. Need I remind anyone what happened to the condo in Florida when the concrete that was improperly re-enforced and the re-enforcing fails. That is why all re-enforcing (rebar), is tied together, unless it is manufactured as an assembly and treated to resist oxidation.
I think this was to demonstrate how to weld two steel bars together, rather than rebar for use in a concrete structure. But an excellent analysis in why you should not try tricks like this on projects where there are multiple forces at work that can degrade the overall integrity of an object.
En la práctica del taller es una soldadura básica y simple. Teniendo en cuenta que el que suelde sea un soldador calificado que usará el electrodo que corresponde.
@@jeremycole2164 Thank you for informing me of how little I know and how great are the mistakes I can make trying to learn in this way. Davix Lixenberg
The wire used to tie rebar is not meant to provide any sort of structural support. It just holds rebar in place until the concrete sets up around it. Rebar is weldable but it is usually much cheaper and faster to just lap it. However, there are instances in which it is welded. Also, concrete doesn’t degrade the metal inside it. They work together. Both chemically and mechanically.
I'd love to see more content from you on how to join pipes at custom angles eccentrically. I had to get creative with a laser jig but I'm betting there must be an easier way. Great work as always! Thank for the solid videos.
. . . as president as the amature society I must comment on what a brilliant video this is, I have burned almost 3 rods during my lifetime but I am not giving up and I will continue to look to UA-cam for inspiration
Good comment, .....
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Here's what I see: when the two sharpened bars are put on the unistrut, the deformations are going in opposite directions. As soon as the welding begins, they are going in the same direction. That's a miracle. See 0:31
Had to watch twice n ur right. A MIRACLE.
QUEENSLANDER.
Something to do with polarity, I guess. I ain't no scientician.
Hahaha, What an observation! I hadto watch it twice.
Yep you correct like magic 😂
That's why my weld snapped,
Thanks for this.
Thanks bro !
Good video
Thanks for the Trick
good work 👍 brother 😊
Bagus cara pengethuan dlm teknik pngelasan ny. 👍👍👍
They look like very solid welds.
Thank you for these important lessons and beautifully demonstrated.
David Lixenberg
bro livin that medival internet lifestyle
У нас по технологии сварки арматуры(прута) в нахлёст правильно так делать. Длина нахлёст это 10 диамеров арматуры. К примеру прут 12мм длина нахлёст 12мм × 10 =120мм
Good comment, .....
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Да о чëм вы, если для него снять фаску целое открытие
Damn straight bro!we do it like that in Australia,🤟
40диаметров!!!
@@tonyM648 это перехлест без сварки (от 30 до 60 диаметров)
Hi idol i am your new subscribers.have a goid day idol
عالی ومختصر و آموزنده،ممنون👍👍👍👍
آموزنده!!!؟
I was an x ray welder for over 40 yrs 90 percent of it in the field, none of this is new it is only if you are still green and learning. I can tig weld mig weld and braze weld, my specialty was stick welding , I can pass the x-ray with a 6010 or 5 p which ever you prefer coming from the root pass all the way out with the cap, or 6010 the root then fill and cap with the 7018, or tig the root then come out with the 7018, or tig it all the way. Keep learning my friend there is lots more for you to learn.
good work
Kriger majstor iz Srbije je za tebe profesor
And thanks for all your videos!
Thx! I will repeat!
Good idea. 🤗🤗🤗
Pokoknya gass poll , sukses selalu 👍
Svaka čast, ovo prvi put vidim. Ja sam do sad vezao u mašnu. Sad znam da se može i zavariti.
Very good👍👍💪
Saludos desde la República Dominicana excelente vídeo
Mkasih bang imponya, salam dari jampang" fendra motor"!!!
Я так понимаю это для дома. Точить, а потом варить сроков не хватит.
Может с зазором варить, а потом его заполнять будет не хуже?
Просто выеживаться не нужно.и не отбивать шлак,пока металл раскалён. Немного торцонуть,с диаметра в сантиметр, примерно убрать под конус миллиметров пять.и угол более острый. Но такое соединение исключительно эстетический вид принесёт. Лучше всего в нахлёст.особенно если для стяжки,или подобного,эта ступенька будет очень хорошо держаться за бетон.
Это халтура!
@@uranus348 вот и я о том же.13 лет сварочных работ,но то что показали,это такая херь
Спасибо за ответ.
Good comment, .....
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Terimakasih telah berbagi ilmunya dengan video ini kak.... 👍👍👍🙏🙏🙏
nice tip and trick! 🔥🔥
thanks, keep it up👍👍😎😎
Very nice welding
What a reason to do it this way?
Hi, thx for the tips, which electrodes do you use for the first tip please?
Anything in the 6013 up or down will work just fine with this.
Good comment, .....
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@@dryan8377 wrong, wrong, and wrong. 7018 right, right, right! 60 series electrodes will come apart at the time of the weld.
@@dryan8377 toe of the weld
@@ronniesmith8504 Yeah you're right. Those were the last ones I could ever get to work right... 7018's.
Slmat Ang galing slmat sa pag share Ng ka alaman idol
Very good
Esta bien que el video sea para princiantes, pero describe que tipo de electrodo usaste porque el acero corrugado se cristaliza pierde sus propiedades y se rompera la ZAP (zona afectada por el calor) solo es soldable acero corrugado de Grado 60. Pdta: Este mensaje es para PRINCIPIANTES.
Comparto tu comentario... En la red veo muchos de estos casos de soldadura de acero corrugado y se entiende que será usado en construcción lo cual me parece un error...
El acero de construcción, x lo general es un sae 1020.. 1010. Nada especial. Incluso si lo metes en agua post soldadura.. es muuuuy difícil q de "cristalize". Es decir q se vuelva frágil. El término correcto es que se Temple. Aceros con bajo contenido de carbono no tienen alta templabilidad. A toda está, siempre y cuando estemos usando un electrodo común para aceros así. Ejemplo el E6013. Uso general.
@@Frank_golfstein solo te preguntaré si alguna vez sometiste tu soldadura de barras de construcción a una prueba de doblado.Ello corroborara tu afirmación o la negara...en Perú, la Norma técnica exige que el acero corrugado de construcción sea grado 60.Recuerda que una barra de construcción soporta miles de kilos y no me gustaría estar debajo de un techo donde usaron material soldado, durante un sismo... Saludos
Esa es una regla de oro no soldar las Varillas estiradas para, los que conocemos de soldadura, su vas a construir en lugar de soldar la varilla corrugado en un techo es mejor amarres de alambre recocido, para que pueda tener movimiento, de lo contrario soldando, una varilla corrugada de cristaliza.
@@jesusgomez2006 aunque se vaya anclar ala pared para una protección de ventana?
Is that reverse or direct welding?
DCEP
@@stickwelder thx
Very good work👍🌷
very good methods and techniques
It makes sence!!! Well done
Wooww amazing 👍👍👍
Awesome channel
Another great video
Excelente trabajo mis saludos desde Argentina!
Good comment, .....
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Very gooud👍
Vere are you from
Great Job
افرین پاینده باشید
Good job bro
Isn't rebar carbon steel? If so how do you restore the temper because otherwise the building would fall down?
Yes it's low quality steel and not really ment to be welded...... for instance if u made a big wall out of it on the ground when u go to lift it into place (crane sized stuff) it would be more likely to fall apart than if assembled by ty wire
No. It's low carbon steel. Thats why it won't keep an edge if you make a knife out of it. And if you join rebar by welding it like this you shouldnt be on a building site.
Don't understand why it's stated that few people know about it. Any weldor Worth his salt knows these techniques. What "should" be stated is not to use 60 series electrodes. 7018 is the rod of choice.
Another cool technique is to buy rebar in the length you want.
@@morganmerritt8846 lol🤣
Was really curious at first then
Leant that first half of first year
STARTED OUT WITH 7018 in the late 60’s … but since then there are many new people learning how to weld 🙂
60 series is strong enough in most cases. 70 is stronger but you use 60 for the root because it's stretchier and less prone to cracking from vibrations
Thank you for the teaching!
أُستاذ مُعلّم ....
Terima kasih tipsnya kawan🥰
Congratulations... Tanks, veri good ...
i think oxy acitylene welding more reliable result for rebar
Do you have a link the the equipment you uses? Thanks for the vid!! I'm getting ready to weld some rebar for the structure of landscape rocks. I think this is just what I need.
На втором примере показано соединение двух стержней электросваркой с нарушениями. Общая долина сварного шва должна быть не меньше десяти диаметров стержня при одностороннем шве и пяти диаметров стержня при сварке с двух сторон. В обоих случаях в начале и в конце сварного шва прибавляется по одному сантиметру.
На видит показана сварка с одной стороны. Длина сварного шва значительно меньше десяти диаметров стержня.
Да ладно Вы что из учебника это вычитали. Там неизвестно для каких целей свариваются два куска арматуры по учебнику одно а если треть центра не проварить может краев уже 100 проц достаточно для использования. Он вообще не для использования варил на видео а показать свой супер гений. Читайте следующийнадвамикомментарий не русский грамотные какие правильно написал не надо идиотизм делать сильно конус снимать и массу электрода наваривать. Эта наваренная масса не дает однородного сцепления 2 арматуры вместе. Нет качественного сцепления сварки. Глупость в чистом виде.
Смысл видео должен был содержать правильные решения с соблюдение норм сварки определённых элементов и деталей, иначе это видео не имеет познавательного смысла
Да,и не правильный угол электрода при сваривания.
Эти нормы жёстко контролирует ОТК и они изложены в СНиП.
hello can you please make a video demonstrating how to join by wielding two pipes parallel to each other?
you are a professional welder
I have to study with you
Nice work amigo 👍🏼
Mantap. Hasil lasan yg bagus 👍
Recuerdo esto de mi curso de estructuras metálicas hace 40 años y no ha evolucionado, sigue siendo igual.
Good comment, .....
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THANKS MASTER!,,
Muy bien voy a salir profesional mirando estos vídeos!!! Buenos tutoriales.
даже не думай у него учиться. не получиться из тебя сварщик. удачи.
@@АлексейАлешин-г5б А почему вы так уверены? Вы зачем так?
What type of electrode are you using?
Goodjobssss....
When joining them end on, just grind both ends like the tips of a cold chisel and you get a much stronger weld area on both sides.
Brilliant idea 👍👍
You can get 100% penetration and easier to weld
Good comment, .....
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@@kenboswell8012w ²
thank you
👍Excellent job.
Простите, а когда покажут мощные приёмы сварки?)
Good comment, .....
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para soldar formando angulo de 90 grados con las varillas, la tecnica seria la misma como en el primer caso?
what electrode # and how many Amps???
Very simple your biginer welder
Спасибо!
تحياتي لكم ايها العبقري والله درسامفيذا جدا جدا
Nice joining friend
Is it weldable bars
Базару нет ребята, лайк 💯 баллов!
Thanks
Good
So you just keep restarting your weld without chipping the slag away. Good one.
Good comment, .....
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Que tipo de electrodo usaste
Estou esperando uma novidade.????????
Wow, that's great
Bagus,sukses selalu
中國技術，放眼世界！👍👍👍👍👍
เชื่อมสวยมากครับ
Super
Hallo mas bro,salam se hoby
"God bless you."😊
Se agradece esas térmica super bueno
What temperature we need to adjust
Buen video colega saludos..
OH MY GOD, GUYS! He beveled it to make a stronger weld!! Not a single one of us knew that. He even held them in a guide!! Like any of us could have figured out how to chip of slag either. This guy is a total genius. OH MY GOD
LoL
@@ronniesmith8504 r u being whimsical, he got 2.6 mill views, not bad for every1 knowing the correct welding process>
Well I didn’t know this. I’m just starting out though. So no need to be a dick about it. He is teaching some of us
Thanks.
Good clip
What is the best rod for welding rebar?
6011
E7018/E4818 low hydrogen iron powder
E7016/E4816 low hydrogen
Murex vodex E6013
@@Then.72 E6013 is not suitable for use in high stress environments. It is ok for novice welders who can't run low hydrogen electrodes.
@@damianquinn5142 really no need for LH rods on rebar but you should have told them that the rods need baking in an oven before use
Hay muchos problemas con esa soldadura, lo cual deberia ser mencionada. Uno de los principales problemas al unir las piezas asi es la probabilidad de que quede escoria fragil en el interior debido a los reiterados intentos de soldar; aun con una limpieza adecuada pueden quedar microparticulas de escoria en el interior, provocando que hayan 2 fases y por ende, propiciando fracturas al momento en que las barras se sometan a algun ensayo a algun esfuerzo (sobre todo enfocado en flexion). La fractura de la pieza comenzará en la zona de la soldadura producto de las microgrietas y eso sin hablar de la ZTA producto del laego proceso de soldadura
Compa como unirias un martillo ? Se rompio la cabeza del tal en el "cuello" no se si me entiendes
Si luego de establecer la perfecta alineación de las barras a soldar se va soldando con costura continua de soldadura que hace que la escoria salga separada hacia arriba.
De esa forma se logra unir las barras de acero que soprtaran sin problemas los esfuerzos mecánicos.
sierto mucho puntea tiene que hacer un solo cordon por cada bes que ensiende el electrodo aparte el electrodo 60/13 no es resistente si rebienta muy facil
Tiene su técnica soldar a punto corrido,si dejas enfriar entre punto y punto claro que tendrá micro fracturas y escoria atrapada debido al constante enfriado y calentando de la pieza y quedará destemplado más frágil.
La mejor técnica en esos casos es entre punto y punto no dejar que se enfríe en su totalidad la soldadura no dejándole solidificarse ni enfriarse en su totalidad obtienes un cordón igual a un cordón corrido de esa manera no queda escoria atrapada,los que Soldán tubular muy delgado así lo hacen y al pulir la soldadura ni siquiera se notan porosidades, claro que hay personas que no pueden con el trabajo y por eso pasan tragedias por el mal trabajo hecho y la mala supervisión del trabajo.
Ты просто Гений......!
The only problem I see is after welding, it cannot be used as a re-enforcement. Rebar is a higher concentration of iron and it has a different heat treatment, that is why that you can bend rebar to the point of cracking and breakage. Plus, rebar has a heavier phosphate coating to slow oxidation (rusting), most welds (6011, 6013, 7018,) will rust faster than the parent material if left untreated. Portland cement, the primary ingredient in concrete it a strong oxidizer of metals and attacks rebar the minute it exposed and will attack the Weld and compromise it quicker than the original rebar. In a structural setting, were the rebar to fail where two sections were welded together, taking into account any load on a re-enforced wall or floor, the concrete structure will likely fail as well. Need I remind anyone what happened to the condo in Florida when the concrete that was improperly re-enforced and the re-enforcing fails.
That is why all re-enforcing (rebar), is tied together, unless it is manufactured as an assembly and treated to resist oxidation.
I think this was to demonstrate how to weld two steel bars together, rather than rebar for use in a concrete structure. But an excellent analysis in why you should not try tricks like this on projects where there are multiple forces at work that can degrade the overall integrity of an object.
En la práctica del taller es una soldadura básica y simple.
Teniendo en cuenta que el que suelde sea un soldador calificado que usará el electrodo que corresponde.
What he said!
@@jeremycole2164 Thank you for informing me of how little I know and how great are the mistakes I can make trying to learn in this way.
Davix Lixenberg
The wire used to tie rebar is not meant to provide any sort of structural support. It just holds rebar in place until the concrete sets up around it. Rebar is weldable but it is usually much cheaper and faster to just lap it. However, there are instances in which it is welded. Also, concrete doesn’t degrade the metal inside it. They work together. Both chemically and mechanically.
Beautiful
Молоток!!!