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Old November 22nd, 2012, 02:12 PM   #3781
kanye
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Old November 22nd, 2012, 11:39 PM   #3782
Eric Offereins
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interesting that the formwork does not move up all at once.
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Old November 23rd, 2012, 09:29 PM   #3783
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It's not like this construction has been known for following normal construction procedures ;P
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Old November 23rd, 2012, 10:42 PM   #3784
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the important thing is keep up the progress
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Old November 24th, 2012, 06:49 PM   #3785
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steel frames for the core..this construction must be fast.
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Old November 24th, 2012, 08:22 PM   #3786
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Actually, I haven't seen formworks which move up all at once, or at least can't think about one right now.
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Old November 25th, 2012, 02:48 PM   #3787
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2012-11-25


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Old November 25th, 2012, 04:59 PM   #3788
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They started to pour the outer columns
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Old November 25th, 2012, 05:04 PM   #3789
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the cranes still didn't jump.
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Old November 25th, 2012, 05:46 PM   #3790
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Quote:
Originally Posted by IngMarco
Actually, I haven't seen formworks which move up all at once, or at least can't think about one right now.
We are talking core based form work here.
Look into Slip form and Jump form... Regularly one piece that moves all at once. Not so applicable to the scale of this development but is achievable.
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Old November 25th, 2012, 11:02 PM   #3791
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Quote:
Originally Posted by KillerZavatar View Post
the cranes still didn't jump.
No, but this pic shows that they are working on that. (yellow structure at the bottom)

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Last edited by Eric Offereins; November 25th, 2012 at 11:12 PM.
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Old November 27th, 2012, 06:32 AM   #3792
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How many feet are each of the columns or steel rather, they keep adding 1 by 1 on the top,(they look to be 30ft or 10 meters?) at this point what's it's current height? Feet and meters?
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Old November 27th, 2012, 07:15 AM   #3793
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Quote:
Originally Posted by bigreach
How many feet are each of the columns or steel rather, they keep adding 1 by 1 on the top,(they look to be 30ft or 10 meters?) at this point what's it's current height? Feet and meters?
I'm not sure, but it looks like that the core is now around 8 floors tall, considering that each piece of steel added to there is two floors in length, so I can just guess that the height must be between 30m and 40m now. Or even more...
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Old November 27th, 2012, 01:57 PM   #3794
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Quote:
Originally Posted by Eric Offereins View Post
No, but this pic shows that they are working on that. (yellow structure at the bottom)

image hosted on flickr
what a gigantic crane
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Old November 28th, 2012, 04:00 AM   #3795
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On gaoloumi.com they are talking about a possible problem. My chinese is not technical enough to understand. Does anybody know?
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Old November 28th, 2012, 08:26 AM   #3796
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Quote:
Originally Posted by Modernaux View Post
We are talking core based form work here.
Look into Slip form and Jump form... Regularly one piece that moves all at once. Not so applicable to the scale of this development but is achievable.
Woops, I keep messing up, thanks for making it clear.
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Old November 28th, 2012, 11:04 AM   #3797
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Concrete core seems me be delayed in relation to steal core.
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Old November 28th, 2012, 01:52 PM   #3798
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I dno't think so. It needs to be this much ahead.
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Old November 28th, 2012, 05:13 PM   #3799
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Quote:
Originally Posted by YannSZ View Post
On gaoloumi.com they are talking about a possible problem. My chinese is not technical enough to understand. Does anybody know?
I went there and took a look but I didn't see any discussions on a potential problem, or much discussions at all.

Someone did comment on the thickness of the core and the resulting lack of useable space.
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Old November 28th, 2012, 07:01 PM   #3800
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Quote:
Originally Posted by YannSZ View Post
On gaoloumi.com they are talking about a possible problem. My chinese is not technical enough to understand. Does anybody know?
It seems one of the forumers got word that the pilings are[n't] strong enough.

via Google translate:
Quote:
Originally Posted by [URL="http://www.gaoloumi.com/redirect.php?goto=findpost&ptid=9714&pid=5284739"
土夫子[/URL]]what foundation reason, after all, is the problem of pile foundation, the core issue is the pile foundation bearing capacity can meet the upper full load (building structure dead load and live load, such as people, ornaments, etc.), it seems complex, in fact, is the total cross-sectional area of the end bearing pile multiplied by the concrete unit design strength of the product is greater than the total load on OK. Such is not satisfied, either plus the number of piles, either increase the pile diameter, increased pile sectional area.

Last edited by scalziand; November 29th, 2012 at 05:23 AM.
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