Why the inside of the ilongated box made of plywood no steel frame The steel frame is only place on top of it. How the concrete become sturdy since no steel to reinforce it.
Konstruksi yang keren sekali, saya pernah bertanya kepada insinyur saya apakah mungkin membuat gedung 5 lantai dengan proses pengecoran 5 lantai sekaligus tanpa scafolding ataupun penahan ke lantai kerja ? Jawabannya tidak bisa, saya bilang bisa, harus mengikat ke kolom, untuk di buat formwork gantung, setelah sekian lama saya mencari literasi di youtube tentang formwork gantung, akhirnya saya menemukan video anda... great job bro, anda meyakinkan saya untuk bisa melakukan proses tersebut...
Maybe not critical for the slab project but the stirrups (lateral ties) are not at 135 degree specification for seismic resistance. Otherwise, neat and nice construction.
You need to know the location first before you comment. Not all over the world has a seismic. Only applicable your 90° hook for for those location where has a seismic and earthquake place.
@@Aklantvchannel With a better understanding of ‘continental shelf movement’ scientists nowadays can no longer predict which places will experience earthquakes and which will not. Let us not be complacent about how safe we are from earthquakes, floods and typhoons because we now know the earth is constantly changing. One proof is once ‘extinct’ volcanoes declared to be dead or inactive have now become active. Tremors are now being observed in known earthuake-free areas. So in construction, it is better to be on the safe side.... besides, the cost difference fron 90deg to 135deg is minimal isn’t it? 😉
Big difference in cost, if the project cost is 1 billion from 90° to 135° you've minimized the cost effectively, let say 0.01% of the total project cost you have been saved not bad.
The one thing is saw on this was the rebar doesnt extend pass through column.. if the intent was to have 2 floor above this structure, i would be terrified cause there isnt enough overlapped between rebar on the column of foundation and the floor above.. on the other hand, if this is only supporting slab and no column passing through this slab, excellent job
This video provides such valuable insight into the concrete beam construction process! Exploring the Buildovate CRM for assistance in managing construction projects similar to these might be a good idea!
I think this is not a proper procedure in concrete pouring the beams first exposed the top bars which will lessen the cross section area of the beam, that top part will be mostly for slab and doesnt have a monolithic design for slab and beams.
If it has been designed to be poured in two sections, then who is to say that it's the incorrect method? If the reduced cross section of the beam is enough to support the slab weight while it's poured, and the vertical bars sticking out of the beam are able to resist the horizontal shear forces due to the non monolithic design, then I can't see any problem with this.
خیلی عالی.❤من هم در همین کار هستم . لطفاً بفرمایید اندازه بتون بعدی که ریخته خواهد شد چند سانتیمتر هست ؟خسته نباشید ممنون.چرا از انبر استفاده نمیکنید ؟برای سرعت عمل انبر خوبه،✋👍
اللون الباهت في الخسانة أعتقد أنها جائت بفعل مياه زائدة أثناء الصب وذالك نتيجة انتقال المضخة من مكان الى مكان اخر وتلك المدة التي تقضيها تعزل الماء في الاعلى واذا لاحظتم أن هذا اللون تكون في منطقة واحدة وهي بداية الصب في كل صف والملاحظة الثانية هو امدادات الأعمدة غير كافية
morning, the column will constructed by H Beam ( Steel Structure) , the expansion of steel ready for staircase only. no column is constructed at the moment. the stainless steel Bolt already pre-inserted in BEAM .
Vous savez prnd trop de temps pour pour faire passé le poute croisement , pourquoi les charpentes ne laisse pas un bord pour Maré les les poutes croisement je suis un grand aussi nous travaillons comme ça mais avec plus de fermeté
Many wrong from rebars to pouring, cold joints are made because beam slab is not monolithic, it will not also act as t beams, and not all beams has the same neutral axis because not all elements has same moment capacities, stirrups are also wrong for seismic purposes
Instalaremos la Estructura de Acero como columna. Puede ver el perno instalado listo para la ESTRUCTURA DE ACERO DE VIGA H suscríbete a mi canal de youtube gracias
No. It’s doesn’t affect the structural. It’s standard procedure to cast separately. The slab will connect with the Beam steel bar. You May call as construction joint.
Kolon filizlerini neden uzatma mışlar ve kolon çapları çok küçük bu binanın projesini inşaat mühendisi tarafından çizilmemiş galiba Ustalar kendi insiyatifine göre yapıyor bence
👇 SUBSCRIBE TO Aperture Of Construction UA-cam CHANNEL NOW 👇
ua-cam.com/channels/P_Az1G815pZLYCkYhrssIA.html
No Pilar..
Why the inside of the ilongated box made of plywood no steel frame The steel frame is only place on top of it. How the concrete become sturdy since no steel to reinforce it.
ua-cam.com/video/i72BiDRGrQk/v-deo.html
@@lalnuntluangaralte3329 시멘트
@@lalnuntluangaralte3329ś🎉đ😂😂þ1i
Ang lalaki ng beam subalit ang liliit ng poste at bakal ng poste! Madali iyang guguho kapag may load na at kaunting lindol
galing kami ng malaysia, walang lindol dito. lahat ng Beam ay dinisenyo ng engineer
civil engineer ka ba?
Konstruksi yang keren sekali, saya pernah bertanya kepada insinyur saya apakah mungkin membuat gedung 5 lantai dengan proses pengecoran 5 lantai sekaligus tanpa scafolding ataupun penahan ke lantai kerja ? Jawabannya tidak bisa, saya bilang bisa, harus mengikat ke kolom, untuk di buat formwork gantung, setelah sekian lama saya mencari literasi di youtube tentang formwork gantung, akhirnya saya menemukan video anda... great job bro, anda meyakinkan saya untuk bisa melakukan proses tersebut...
Maybe not critical for the slab project but the stirrups (lateral ties) are not at 135 degree specification for seismic resistance. Otherwise, neat and nice construction.
You need to know the location first before you comment. Not all over the world has a seismic. Only applicable your 90° hook for for those location where has a seismic and earthquake place.
@@Aklantvchannel
With a better understanding of ‘continental shelf movement’ scientists nowadays can no longer predict which places will experience earthquakes and which will not. Let us not be complacent about how safe we are from earthquakes, floods and typhoons because we now know the earth is constantly changing. One proof is once ‘extinct’ volcanoes declared to be dead or inactive have now become active. Tremors are now being observed in known earthuake-free areas. So in construction, it is better to be on the safe side.... besides, the cost difference fron 90deg to 135deg is minimal isn’t it? 😉
Big difference in cost, if the project cost is 1 billion from 90° to 135° you've minimized the cost effectively, let say 0.01% of the total project cost you have been saved not bad.
@@Aklantvchannel 시멘트
The one thing is saw on this was the rebar doesnt extend pass through column.. if the intent was to have 2 floor above this structure, i would be terrified cause there isnt enough overlapped between rebar on the column of foundation and the floor above.. on the other hand, if this is only supporting slab and no column passing through this slab, excellent job
Tata letak yang bagus diawal sangat menentukan kedepannya. Mantull. Mantab betul
Beste mensen, aantrekkelijk samen werken, ik geef 10 van 10, met vriendelijk groet vanaf Nederland.
ที่ผมเรียนมา ทำดังที่ถ่ายภาพมาให้ชม ตามลำดับ เพราะอายุเสา คานมีอายุการบ่ม ที่ต้องใช้ระยะเวลาการรับน้ำหนักของโครงสร้าง..
Công trình hoành tráng qúa.
cảm ơn bạn hãy thưởng thức và chia sẻ
Walang tibay na building..
Luck of knowledge men.
This video provides such valuable insight into the concrete beam construction process! Exploring the Buildovate CRM for assistance in managing construction projects similar to these might be a good idea!
thanks for your advice.
I think this is not a proper procedure in concrete pouring the beams first exposed the top bars which will lessen the cross section area of the beam, that top part will be mostly for slab and doesnt have a monolithic design for slab and beams.
Good Evening ,
The method of application is use for floating structure especially for Fishery Jetty.
This is true. The construction manager for this project is stupid
You're correct. This is not the right way. Some contractors just love short cut and never thinks about the quality or integrity.
If it has been designed to be poured in two sections, then who is to say that it's the incorrect method? If the reduced cross section of the beam is enough to support the slab weight while it's poured, and the vertical bars sticking out of the beam are able to resist the horizontal shear forces due to the non monolithic design, then I can't see any problem with this.
@@joshdaly2343 trying to sound smart but its actually being stupid. Try to read the whole NSCP before you comment.
can we really choose the beam and slab poured on two sessions? not monolithic?
Canteiro de obra fantástica
GENIVALDO CONSTRUTOR OFICIAL, Thanks for visiting.
Félicitations vraiment ce le meilleur
video good #hongappollo video hay a
thank you 🙏
Malaysian builders - nice work boys!! Come to Philippines for my project!!
Ghép dầm +sàn tầng hầm đẹp và đúng qui trình
Beam concrete casting is very good
Wow amazing Construction work Project work
Hello Im from indonesia , 🇮🇩
Like
hi 🙋♂️. semoga u saksi video gembira
Bom trabalho
Cuánto tiempo se demora para desencofrar ???
Tomamos 1 semana de duración para quitar todo el encofrado después de que se colocó la losa de concreto.
Gostei do seu vídeo, velocidade normal. Me fale onde fica esta contrução.
Brasil, São Paulo-SP
Pengecoran plat lantainya tidak seksligus dg balok betonnya?
Saya juga lagi punya bangunan, tspi pengecoran plat lantainya mau menyusul.
Like dari indonesia kawan 🙏🙏❤️👍
why are stirrups not bended in 135 degrees?
Why they not do back filling before making of beam????
Vor er skrå armering i dragerene og vorr er søylene under det dere har støpt? Vordan blinne hjærn nor enklinga og dobling står oppmontert?
Good amazing construction thank for your
Excellent jobs... Congrats... 🇵🇭🇵🇭🇵🇭
Excellent? Hell no,shame on you if you are an engineer in your country
Hello bossing, ganyan ba talaga ang pagconstruct ng beam na hindi buo ang mabuhusan? Ano ba ang purpose ng nakalitaw na bakal?
Is there a loss of strength if the concrete pouring is not monolithic?
The slab are 8” thick and there are construction joint before the slab.
Yes there is. It is not allowed to have your beam not fully concreted
This is art. Am an aggie so I have no advice for you. Where are we? Love from Senegal 🇸🇳.
Mantap konstruksinya 👍👍👍👍👍👍🙏🙏🤝sukses sll leke
Terima kasih
Que vale una moldura pree fabricado
خیلی عالی.❤من هم در همین کار هستم . لطفاً بفرمایید اندازه بتون بعدی که ریخته خواهد شد چند سانتیمتر هست ؟خسته نباشید ممنون.چرا از انبر استفاده نمیکنید ؟برای سرعت عمل انبر خوبه،✋👍
El acero primero ce arma antes dponer las formaletas d los costado mas facil i práctico la intalacion ddl acero saludos d nicaragua
En primer lugar, gracias de antemano.
gracias por tu orientación
Voy a prestar mas atencion
Continúe viendo mi video
Why don't they erect the steel column first, then cast the beams and slab together?
A MI ME ENSEÑARON QUE LOS ESTRIVOS VAN EN ASPIRAL Y CON GANCHO
Ini banguna biar aq bisa tau kegiatannya gais sekeluarga okey lanjut........
Column rebar are too short, there is not enough anchorage length
Ami me gusta esos tipos de trabajo felicitaciones.
Muchísimas gracias
Quero.ver.la.pantalla.de.gradas.lo.que.costruyen
i think less strength on solid rectangular concrete with reinforcement on the top bars
Good work 👏
اللون الباهت في الخسانة أعتقد أنها جائت بفعل مياه زائدة أثناء الصب وذالك نتيجة انتقال المضخة من مكان الى مكان اخر وتلك المدة التي تقضيها تعزل الماء في الاعلى واذا لاحظتم أن هذا اللون تكون في منطقة واحدة وهي بداية الصب في كل صف والملاحظة الثانية هو امدادات الأعمدة غير كافية
jacob hatim , Appreciated for your comment
Mas matibay talaga ang Monolithic sa pag bubuhos.kaya lang magagastusan ka talaga kasi isahan ang pag bubuhos ng mga beams,poste,hagdanan,at slabs.
Wow so supper bilding house good metoreals
Cara pasang ring balok yang luarbiasa👍👍
I think the rebars used in the circular columns are small, most specifications recommends the minimum bar diameter used in columns is 12 mm.
morning, the column will constructed by H Beam ( Steel Structure) , the expansion of steel ready for staircase only. no column is constructed at the moment. the stainless steel Bolt already pre-inserted in BEAM .
but anyway thank you for your reminder and advice. keep it forward, thank you 😊
I noticed "Hold on bolt" for erection of Steel sections. I think He mentions about column startup bar length. I also think it's bit short.
It could be 10 mm as well and the mostly used mild steel
Vous savez prnd trop de temps pour pour faire passé le poute croisement , pourquoi les charpentes ne laisse pas un bord pour Maré les les poutes croisement je suis un grand aussi nous travaillons comme ça mais avec plus de fermeté
Je vous souhaite tous mes meilleurs sentiments pour ton travail
2 mistake in steel
1 coloum steel lap
Beam bottom bar is not properly fixed
Direct agar dhalayi ke saath karte to kya dikkat thaa
Saludo ako sa inyo mga sir ,Ang galing ng pagkadali nyo
Good perspective, look like beam slab on beam
Good effort. No safety protocols were followed. Thanks
Parabéns pelo trabalho vocês sãos gênio da constituição
Obrigado pelo elogio
How they constructed those circular column is it piling?
Likeeeee
Good jobs
МОЛОДЦЫ, СУПЕР.👍👍👍👍👍+
bqjql nqnal qnnal n👍👍👍👍
👍👍👍Very good construction 🤣👍👍👍
it turns out that overseas there are people working masons too, right?,,
Good job,, 💪
thank you for your comment. yes, you are right ! this kind of work need manpower only can contribute.
Sangat kokoh
Circle colums or circle pile? I see columns small.
Vigas bem Reforçadas
Wear this is been done please or wich country is this
good informaion
Thank you 😊
Mahirap yan ganyan na nauuna ang porma ,masganda kung naasemble muna ang bakal maraming sagabal
For Me Po , Pumanhin sana Monolithic Construction Po.
Many wrong from rebars to pouring, cold joints are made because beam slab is not monolithic, it will not also act as t beams, and not all beams has the same neutral axis because not all elements has same moment capacities, stirrups are also wrong for seismic purposes
Good very good
Why the beam is Not fully concreted??....is there any reason for leaving the upper part of beam
My guess would be that they may be pouring a concrete floor covering the whole are and plan to tie the floor to those beams? just a guess .
Good job Good contrcsion
La seguridad brilla por su ausencia.
Sepropesi sy dulu waktu kerja di luar
The rebar in the columns seem to be very light..
Rs contraction
Neat work, is this construction in Ghana,
Thanks for yours Video
Dimana ini bos. Pekerjanya berbahasa Indonesia.
Di Malaysia.
Doublebuttery fly tali ng tie wire ayos boss
Ok boss ....
Semangat2...
Terima Kasih ya , harap boleh tolong like , share
BEST video,,,
amazing structure,,,, civil engineering the best
Thank you 😊 for the support
No archi is the best😁
Veo corto el acero que sobre en las colunnas
Instalaremos la Estructura de Acero como columna.
Puede ver el perno instalado listo para la ESTRUCTURA DE ACERO DE VIGA H
suscríbete a mi canal de youtube
gracias
What is the reason of 70-80% concrate of beam ??? Not for full beam concrating??
To connect with Suspended Slab which on top of the beam.
@@apertureofconstruction1739 thanks
@@yogeshnanavare9586 you may follow my channel and view my other video which continue with the slab works. You May refer to my other video
Thank you
@@apertureofconstruction1739 ok
I was wondering about that as well
why not cast the beams together with the slabs?
We need the cast the beam first . Non Suspended Slab
Cause they dont know shit
Map gade kofwaj la fèt de bò koman fè a mare
solid work
this is the standard project
KH# Operator
Appreciated the comments, thanks a lot
Very good presentation video. I like it let's be friend.
What size are their beam shutters?
Where this is side?
Sir
Good
Thank you Sir. Hope you like it
@@apertureofconstruction1739 sir
I am also civil engineer
Keep support my channel
why is the floor slab not cast with the beams, there must be times when casting the beams is a bit difficult.
Bekisting & stager mas, gak murah lho phenolic sama perancah klo bareng semua
@@williamedward_26 ohh.. Cuman masalah meminimalisir material, cuman agak ribet pelaksanaanya, jadi agak rugi diwaktu jadinya.
whose structural engineer allow that casting 70% on the beam?
Incrível essa construção top dez. show de bola ?
obrigado espero te ver em breve
Does not pouring together, the beam and slab doesnt affect the integrity of the structure?
No. It’s doesn’t affect the structural. It’s standard procedure to cast separately. The slab will connect with the Beam steel bar. You May call as construction joint.
Kolon filizlerini neden uzatma mışlar ve kolon çapları çok küçük bu binanın projesini inşaat mühendisi tarafından çizilmemiş galiba Ustalar kendi insiyatifine göre yapıyor bence
Construction joints are not sufficient as replacement for not pouring the concrete monolithically with the beam and slab.
@@apertureofconstruction1739 clearly someone didn't study well in their engineering classes
no longer monolithic,@@apertureofconstruction1739
para cuantos pisos
soy maestro de construccion tus video me han servido mucho, gracias.
solo 2 pisos, altura total = 28 pies
no te preocupes, no es nada Espero que puedas ayudar a compartir mi video para ganar conciencia.
Your stirrups are not fully developed / 135 degrees.
Is there any project blue prints made for this building?
No. It’s custom built by land owner. It’s 3x load than it’s structural
Pakai Spunpile saiz brapa?
250mm