How the worlds tallest skyscraper was built Alex Gendler

By the end of the 20th century,

the race to build the world’s tallest
skyscraper grinded to a halt.

Each new contender was only slightly
taller than the one before,

and architects were running out of ways
to top their previous efforts.

But in 2004 construction began
on a new building in Dubai,

promising a revolutionary design
that would dwarf the competition.

In 2009, the 828-meter Burj Khalifa
was complete,

surpassing the previous
record-holder by over 60%.

So what innovations allowed
for such a huge leap in height?

For most of architectural history,
heavy building materials

made it difficult for tall buildings
to support their own weight.

To compensate, taller structures had
wider, thicker masonry at the base,

making them substantially more expensive.

The arrival of industrial steel
in the early 20th century

helped buildings shed weight,
and stretch to new heights.

But steel frames required intensive
labor to produce,

often under poor working conditions.

And when they were finished,

these three dimensional grids took up huge
amounts of space inside buildings.

Tall steel skyscrapers also had
larger, less dense surfaces,

making them vulnerable to strong winds.

Architects designed various
countermeasures

to prevent swaying and structural damage,

but to increase height further,

engineers would have to completely rethink
how tall buildings were designed.

Enter the father of modern skyscrapers:
Fazlur Rahman Khan.

This Bangladeshi-American engineer
believed tall structures

should bear their weight where they were
widest and most stable— on the outside.

He proposed swapping an internal grid
of steel beams

for a steel and concrete exoskeleton

that would make buildings
more resilient to wind

while using far less heavy materials.

Khan developed this idea into what
he called tubular designs.

These buildings had exterior steel frames
that were braced with concrete

and connected to horizontal floor beams.

Tubular frames proved superior
at absorbing and transferring

the force of wind to a building’s
foundation.

And since the exterior walls could
bear the bulk of the load,

internal supporting columns could
be removed to maximize space.

Following the 1960s, tubular design
became the industry standard.

This new philosophy allowed
for the construction

of taller, sturdier skyscrapers,

including many of the record holders
for world’s tallest building.

But planning the Burj Khalifa would
take one more innovation.

In 2004, the late Fazlur Khan’s
longtime employers,

Skidmore, Owings & Merrill, completed
the Tower Palace III in South Korea.

This building took Khan’s exoskeleton
design one step further,

with a central column supported
by three protruding wings.

Each wing’s weight carries the other two,

while the heavy concrete core acts
as a support beam,

that also houses the building’s elevators
and mechanical infrastructure.

This design, called the buttressed core,

allowed the entire structure to work
as a single load-bearing unit,

supporting the building’s 73 stories.

SOM was confident the buttressed core
could support a much taller building,

and they were determined to see how high
they could go with their next project.

As only the second building
to use this design,

the Burj Khalifa spans
an unprecedented 163 floors.

To battle the monumental
vertical and lateral forces,

the design strategically places
the strongest, load-bearing areas

where the wind is also most powerful.

Additionally, the Y-shaped layout
was specifically calibrated

to minimize local wind forces.

Every several floors,
one of the wings recedes slightly,

forming a series of setbacks
in a clockwise pattern.

This spiral shape disperses air currents,

transforming 240 kilometer per hour
winds into harmless gusts.

Considering its height and unique design,

the Burj Khalifa was completed
in a staggeringly short five year period.

However, this pace came
at a great human cost.

The workforce consisted mostly
of South Asian migrants,

who regularly endured shifts
over 12 hours long

for a daily wage of roughly $10.

Those who tried to quit or return home
had their paychecks and passports withheld

by the project’s construction company.

These abusive conditions led
to multiple protests,

in addition to at least one suicide,
and one fatal accident reported on site.

In the years following
the tower’s completion,

the United Arab Emirates fell
under harsh scrutiny

for failing to enforce worker
protection laws.

Hopefully, future projects
will prioritize the individuals

behind these engineering marvels
over the buildings themselves.

到 20 世纪末,

建造世界上最高摩天大楼的竞赛
戛然而止。

每个新的竞争者都只
比以前的那个高一点

,建筑师们已经没有
办法超越他们以前的努力了。

但在 2004 年
,迪拜的一座新建筑开始建设,

承诺采用革命性的设计
,使竞争相形见绌。

2009 年,828 米的哈利法塔
竣工,

比之前的
纪录保持者高出 60% 以上。

那么,是什么创新促成
了如此巨大的高度飞跃?

在建筑史上的大部分时间里,
重型建筑材料

使高层建筑
难以支撑自身重量。

作为补偿,更高的结构
在底部有更宽、更厚的砖石,

使它们的成本大大提高。

20 世纪初工业用钢的出现

帮助建筑物减轻了重量,
并达到了新的高度。

但是钢架需要大量的
劳动力来生产,而且

通常是在恶劣的工作条件下进行的。

而当它们完成后,

这些三维网格
在建筑物内部占据了巨大的空间。

高大的钢铁摩天大楼也有
更大、更不密集的表面,

使它们容易受到强风的影响。

建筑师设计了各种
对策

来防止摇摆和结构损坏,

但为了进一步增加高度,

工程师必须完全重新考虑
如何设计高层建筑。

进入现代摩天大楼之父:
Fazlur Rahman Khan。

这位孟加拉裔美国工程师
认为,高大的结构

应该在它们
最宽、最稳定的地方——在外面——承受它们的重量。

他提议将钢梁的内部网格

换成钢和混凝土外骨骼

,这将使建筑物
对风的抵抗力更强,

同时使用的材料要轻得多。

Khan 将这个想法发展成
他所谓的管状设计。

这些建筑物有外部钢框架
,用混凝土支撑

并连接到水平地板梁。

事实证明,管状框架
在吸收风力并将其

传递到建筑物的
基础方面表现出色。

由于外墙可以
承受大部分负载,

因此可以拆除内部支撑柱
以最大化空间。

1960 年代之后,管状设计
成为行业标准。

这种新理念允许

建造更高、更坚固的摩天大楼,

其中包括许多
世界最高建筑的记录保持者。

但规划哈利法塔还
需要一项创新。

2004 年,已故 Fazlur Khan 的
长期雇主

Skidmore, Owings & Merrill
在韩国完成了 Tower Palace III。

这座建筑将可汗的外骨骼
设计更进一步,

其中心柱
由三个突出的机翼支撑。

每个机翼的重量承载另外两个机翼,

而沉重的混凝土核心
充当支撑梁

,还容纳建筑物的电梯
和机械基础设施。

这种被称为支撑核心的设计

允许整个结构
作为一个单一的承重单元工作,

支撑着建筑物的 73 层。

SOM 相信支撑的核心
可以支撑一座更高的建筑

,他们决心看看
他们的下一个项目能走多高。

作为第二
座采用这种设计的建筑

,哈利法塔跨越
了前所未有的 163 层。

为了对抗巨大的
垂直和横向力,

该设计战略性地
将最强的承重区域

放置在风力最强的地方。

此外,Y 形布局
经过专门校准,

以最大限度地减少当地风力。

每隔几层,
就有一个翅膀微微后退,

形成
一系列顺时针方向的后退。

这种螺旋形状分散气流,

将每小时 240 公里的
风转变成无害的阵风。

考虑到它的高度和独特的设计,

哈利法塔在短短五年内就完工了。

然而,这种
速度是以巨大的人力成本为代价的。

劳动力主要
由南亚移民组成,

他们经常忍受
超过 12 小时的轮班,

每天的工资约为 10 美元。

那些试图辞职或回家的
人的薪水和护照

被该项目的建筑公司扣留。

这些虐待条件导致
了多次抗议

,此外还至少发生了一起自杀事件
和现场报告的一起致命事故。

在塔建成后的几年里

,阿拉伯联合酋长国

因未能执行工人
保护法而受到严厉审查。

希望未来的项目
将优先考虑

这些工程奇迹背后的个人,
而不是建筑物本身。