Khan Shatyr Entertainment Centre - Revision history

Designing Buildings at 10:30, 15 October 2020

2020-10-15T10:30:12Z

← Older revision		Revision as of 10:30, 15 October 2020
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−
	= Introduction =		= Introduction =

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	Challenged with creating a giant, free-spanning enclosure with the minimum of support, the engineers (Buro Happold) felt that a single-masted cable net in a conical form was the natural choice due to its simplicity and efficiency of material. With a single compression mast to lift the net and create a large volume underneath, the roof skin is in tension and can use cables rather than beams to carry all loads. It also creates a very strong “iconic” form on the skyline – a critical consideration for such an important building in the capital city.		Challenged with creating a giant, free-spanning enclosure with the minimum of support, the engineers (Buro Happold) felt that a single-masted cable net in a conical form was the natural choice due to its simplicity and efficiency of material. With a single compression mast to lift the net and create a large volume underneath, the roof skin is in tension and can use cables rather than beams to carry all loads. It also creates a very strong “iconic” form on the skyline – a critical consideration for such an important building in the capital city.

−	[[File:~~Khan Shatyr Entertainment Centre structural elements~~.jpg\|~~1510x1188px\|alt~~=~~Khan Shatyr Entertainment Centre structural elements~~.jpg]]	+	[[File:Khan_Shatyr_Entertainment_Centre_structural_elements.jpg\|link=File:Khan_Shatyr_Entertainment_Centre_structural_elements.jpg]]

	= Structural design =		= Structural design =
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	The skin of ETFE cushions is very lightweight and insulates while still providing natural daylight. The cushions are flexible to accept the large deflections of the cable net, however their frames are much more rigid, and so Vector-Foiltec developed a staggered arrangement of cushions. This allows the hoop frame of one panel to squeeze in on the mid point of the adjacent panel and benifit from the inherent flexibility of the cushion.		The skin of ETFE cushions is very lightweight and insulates while still providing natural daylight. The cushions are flexible to accept the large deflections of the cable net, however their frames are much more rigid, and so Vector-Foiltec developed a staggered arrangement of cushions. This allows the hoop frame of one panel to squeeze in on the mid point of the adjacent panel and benifit from the inherent flexibility of the cushion.

−	[[File:~~Khan Shatyr Entertainment Centre cable net arrangement~~.jpg\|~~988x559px\|alt~~=~~Khan Shatyr Entertainment Centre cable net arrangement~~.jpg]]	+	[[File:Khan_Shatyr_Entertainment_Centre_cable_net_arrangement.jpg\|link=File:Khan_Shatyr_Entertainment_Centre_cable_net_arrangement.jpg]]

	The shape of the cable net is based on a classic cone which has been pulled over to one side to better relate to the internal layout. This gives the Entertainment Centre its distinctive sloping architectural form. Radial cables span from the top ring of the steel compression mast to the outer concrete perimeter and are prestressed against hoop cables to form an anticlastic surface. 192 pairs of 38mm diameter radial cables vary in length from 125m at the front of the tent to 70m at the back. The hoop cables are arranged perpendicular to the ridge line of the radials. A relatively high prestress of about 80% of the peak cable forces is utilised in the tent to control deflections to around 800mm over the longest cable span.		The shape of the cable net is based on a classic cone which has been pulled over to one side to better relate to the internal layout. This gives the Entertainment Centre its distinctive sloping architectural form. Radial cables span from the top ring of the steel compression mast to the outer concrete perimeter and are prestressed against hoop cables to form an anticlastic surface. 192 pairs of 38mm diameter radial cables vary in length from 125m at the front of the tent to 70m at the back. The hoop cables are arranged perpendicular to the ridge line of the radials. A relatively high prestress of about 80% of the peak cable forces is utilised in the tent to control deflections to around 800mm over the longest cable span.
Line 34:		Line 33:
	The ETFE cushions were slid into their extrusions from the base and pulled through to the top. The length of the cushions were maximised to reduce their number and make the installation as fast as possible, but during the winter months the cold temperatures made the ETFE much harder to work and tension.		The ETFE cushions were slid into their extrusions from the base and pulled through to the top. The length of the cushions were maximised to reduce their number and make the installation as fast as possible, but during the winter months the cold temperatures made the ETFE much harder to work and tension.

−	[[File:~~Khan Shatyr Entertainment Centre ETFE~~.jpg\|~~1292x963px\|alt~~=~~Khan Shatyr Entertainment Centre ETFE~~.jpg]]	+	[[File:Khan_Shatyr_Entertainment_Centre_ETFE.jpg\|link=File:Khan_Shatyr_Entertainment_Centre_ETFE.jpg]]

	= Conclusion =		= Conclusion =
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	= Acknowledgements =		= Acknowledgements =
−	*Main Contractor/Developer - Sembol
−	*Architect - Foster + Partners
−	*Engineer - Buro Happold
−	*Structural Design and Build Contractors:
−	*Steelwork - SAMKO Group (Engineer - Arce Engineering)
−	*Cable Net - Montage-Service (Engineer - Teschner Ingenieure)
−	*ETFE - Vector-Foiltec
−
−	~~----~~

−	~~This article was created by~~ --~~[[User%3ABuro%20Happold\|~~Buro Happold~~]].~~	+	* Main Contractor/Developer - Sembol
		+	* Architect - Foster + Partners
		+	* Engineer - Buro Happold
		+	* Structural Design and Build Contractors:
		+	* Steelwork - SAMKO Group (Engineer - Arce Engineering)
		+	* Cable Net - Montage-Service (Engineer - Teschner Ingenieure)
		+	* ETFE - Vector-Foiltec

−	----	+	-----
		+	This article was created by --[[User:Buro_Happold\|Buro Happold]].

−	[[Category:~~International~~]]	+	-----
−	[[Category:~~Projects_and_case_studies~~]] [[Category:~~DCN_Project_Knowledge~~]]	+	[[Category:DCN_Commentary]] [[Category:DCN_Project_Knowledge]] [[Category:International]] [[Category:Projects_and_case_studies]]

Designing Buildings at 15:06, 8 July 2014

2014-07-08T15:06:23Z

← Older revision		Revision as of 15:06, 8 July 2014
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	----		----

−	[[Category:Projects_and_case_studies]]	+	[[Category:International]]
		+	[[Category:Projects_and_case_studies]] [[Category:DCN_Project_Knowledge]]

Designing Buildings at 06:34, 28 May 2014

2014-05-28T06:34:48Z

← Older revision		Revision as of 06:34, 28 May 2014
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	= Acknowledgements =		= Acknowledgements =
−		+	*Main Contractor/Developer - Sembol
−	Main Contractor/Developer - Sembol	+	*Architect - Foster + Partners
−		+	*Engineer - Buro Happold
−	Architect - Foster + Partners	+	*Structural Design and Build Contractors:
−		+
−	Engineer - Buro Happold	+
−		+
−	Structural Design and Build Contractors:	+
	*Steelwork - SAMKO Group (Engineer - Arce Engineering)		*Steelwork - SAMKO Group (Engineer - Arce Engineering)
	*Cable Net - Montage-Service (Engineer - Teschner Ingenieure)		*Cable Net - Montage-Service (Engineer - Teschner Ingenieure)
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	----		----

−	~~[[File:Buro-happold-logo.jpg\|132x180px\|alt=Buro-happold-logo.jpg\|link=User:Buro_Happold]]~~	+	This article was created by --[[User%3ABuro%20Happold\|Buro Happold]].
−		+
−	This article was created by [[User%3ABuro%20Happold\|Buro Happold]].	+

	----		----

	[[Category:Projects_and_case_studies]]		[[Category:Projects_and_case_studies]]

Designing Buildings at 17:03, 31 July 2013

2013-07-31T17:03:30Z

← Older revision		Revision as of 17:03, 31 July 2013
Line 8:		Line 8:
	Challenged with creating a giant, free-spanning enclosure with the minimum of support, the engineers (Buro Happold) felt that a single-masted cable net in a conical form was the natural choice due to its simplicity and efficiency of material. With a single compression mast to lift the net and create a large volume underneath, the roof skin is in tension and can use cables rather than beams to carry all loads. It also creates a very strong “iconic” form on the skyline – a critical consideration for such an important building in the capital city.		Challenged with creating a giant, free-spanning enclosure with the minimum of support, the engineers (Buro Happold) felt that a single-masted cable net in a conical form was the natural choice due to its simplicity and efficiency of material. With a single compression mast to lift the net and create a large volume underneath, the roof skin is in tension and can use cables rather than beams to carry all loads. It also creates a very strong “iconic” form on the skyline – a critical consideration for such an important building in the capital city.

−	[[File:Khan Shatyr Entertainment Centre structural elements.jpg\|1510x1188px]]	+	[[File:Khan Shatyr Entertainment Centre structural elements.jpg\|1510x1188px\|alt=Khan Shatyr Entertainment Centre structural elements.jpg]]

	= Structural design =		= Structural design =
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	The skin of ETFE cushions is very lightweight and insulates while still providing natural daylight. The cushions are flexible to accept the large deflections of the cable net, however their frames are much more rigid, and so Vector-Foiltec developed a staggered arrangement of cushions. This allows the hoop frame of one panel to squeeze in on the mid point of the adjacent panel and benifit from the inherent flexibility of the cushion.		The skin of ETFE cushions is very lightweight and insulates while still providing natural daylight. The cushions are flexible to accept the large deflections of the cable net, however their frames are much more rigid, and so Vector-Foiltec developed a staggered arrangement of cushions. This allows the hoop frame of one panel to squeeze in on the mid point of the adjacent panel and benifit from the inherent flexibility of the cushion.

−	[[File:Khan Shatyr Entertainment Centre cable net arrangement.jpg\|988x559px]]	+	[[File:Khan Shatyr Entertainment Centre cable net arrangement.jpg\|988x559px\|alt=Khan Shatyr Entertainment Centre cable net arrangement.jpg]]

	The shape of the cable net is based on a classic cone which has been pulled over to one side to better relate to the internal layout. This gives the Entertainment Centre its distinctive sloping architectural form. Radial cables span from the top ring of the steel compression mast to the outer concrete perimeter and are prestressed against hoop cables to form an anticlastic surface. 192 pairs of 38mm diameter radial cables vary in length from 125m at the front of the tent to 70m at the back. The hoop cables are arranged perpendicular to the ridge line of the radials. A relatively high prestress of about 80% of the peak cable forces is utilised in the tent to control deflections to around 800mm over the longest cable span.		The shape of the cable net is based on a classic cone which has been pulled over to one side to better relate to the internal layout. This gives the Entertainment Centre its distinctive sloping architectural form. Radial cables span from the top ring of the steel compression mast to the outer concrete perimeter and are prestressed against hoop cables to form an anticlastic surface. 192 pairs of 38mm diameter radial cables vary in length from 125m at the front of the tent to 70m at the back. The hoop cables are arranged perpendicular to the ridge line of the radials. A relatively high prestress of about 80% of the peak cable forces is utilised in the tent to control deflections to around 800mm over the longest cable span.
Line 34:		Line 34:
	The ETFE cushions were slid into their extrusions from the base and pulled through to the top. The length of the cushions were maximised to reduce their number and make the installation as fast as possible, but during the winter months the cold temperatures made the ETFE much harder to work and tension.		The ETFE cushions were slid into their extrusions from the base and pulled through to the top. The length of the cushions were maximised to reduce their number and make the installation as fast as possible, but during the winter months the cold temperatures made the ETFE much harder to work and tension.

−	[[File:Khan Shatyr Entertainment Centre ETFE.jpg\|1292x963px]]	+	[[File:Khan Shatyr Entertainment Centre ETFE.jpg\|1292x963px\|alt=Khan Shatyr Entertainment Centre ETFE.jpg]]

	= Conclusion =		= Conclusion =
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	----		----

−	[[File:Buro-happold-logo.jpg\|132x180px\|alt=Buro-happold-logo.jpg]]	+	[[File:Buro-happold-logo.jpg\|132x180px\|alt=Buro-happold-logo.jpg\|link=User:Buro_Happold]]

	This article was created by [[User%3ABuro%20Happold\|Buro Happold]].		This article was created by [[User%3ABuro%20Happold\|Buro Happold]].

Designing Buildings at 17:00, 31 July 2013

2013-07-31T17:00:42Z

← Older revision		Revision as of 17:00, 31 July 2013
Line 7:		Line 7:

	Challenged with creating a giant, free-spanning enclosure with the minimum of support, the engineers (Buro Happold) felt that a single-masted cable net in a conical form was the natural choice due to its simplicity and efficiency of material. With a single compression mast to lift the net and create a large volume underneath, the roof skin is in tension and can use cables rather than beams to carry all loads. It also creates a very strong “iconic” form on the skyline – a critical consideration for such an important building in the capital city.		Challenged with creating a giant, free-spanning enclosure with the minimum of support, the engineers (Buro Happold) felt that a single-masted cable net in a conical form was the natural choice due to its simplicity and efficiency of material. With a single compression mast to lift the net and create a large volume underneath, the roof skin is in tension and can use cables rather than beams to carry all loads. It also creates a very strong “iconic” form on the skyline – a critical consideration for such an important building in the capital city.
		+
		+	[[File:Khan Shatyr Entertainment Centre structural elements.jpg\|1510x1188px]]

	= Structural design =		= Structural design =
Line 13:		Line 15:

	The skin of ETFE cushions is very lightweight and insulates while still providing natural daylight. The cushions are flexible to accept the large deflections of the cable net, however their frames are much more rigid, and so Vector-Foiltec developed a staggered arrangement of cushions. This allows the hoop frame of one panel to squeeze in on the mid point of the adjacent panel and benifit from the inherent flexibility of the cushion.		The skin of ETFE cushions is very lightweight and insulates while still providing natural daylight. The cushions are flexible to accept the large deflections of the cable net, however their frames are much more rigid, and so Vector-Foiltec developed a staggered arrangement of cushions. This allows the hoop frame of one panel to squeeze in on the mid point of the adjacent panel and benifit from the inherent flexibility of the cushion.
		+
		+	[[File:Khan Shatyr Entertainment Centre cable net arrangement.jpg\|988x559px]]

	The shape of the cable net is based on a classic cone which has been pulled over to one side to better relate to the internal layout. This gives the Entertainment Centre its distinctive sloping architectural form. Radial cables span from the top ring of the steel compression mast to the outer concrete perimeter and are prestressed against hoop cables to form an anticlastic surface. 192 pairs of 38mm diameter radial cables vary in length from 125m at the front of the tent to 70m at the back. The hoop cables are arranged perpendicular to the ridge line of the radials. A relatively high prestress of about 80% of the peak cable forces is utilised in the tent to control deflections to around 800mm over the longest cable span.		The shape of the cable net is based on a classic cone which has been pulled over to one side to better relate to the internal layout. This gives the Entertainment Centre its distinctive sloping architectural form. Radial cables span from the top ring of the steel compression mast to the outer concrete perimeter and are prestressed against hoop cables to form an anticlastic surface. 192 pairs of 38mm diameter radial cables vary in length from 125m at the front of the tent to 70m at the back. The hoop cables are arranged perpendicular to the ridge line of the radials. A relatively high prestress of about 80% of the peak cable forces is utilised in the tent to control deflections to around 800mm over the longest cable span.
Line 29:		Line 33:

	The ETFE cushions were slid into their extrusions from the base and pulled through to the top. The length of the cushions were maximised to reduce their number and make the installation as fast as possible, but during the winter months the cold temperatures made the ETFE much harder to work and tension.		The ETFE cushions were slid into their extrusions from the base and pulled through to the top. The length of the cushions were maximised to reduce their number and make the installation as fast as possible, but during the winter months the cold temperatures made the ETFE much harder to work and tension.
		+
		+	[[File:Khan Shatyr Entertainment Centre ETFE.jpg\|1292x963px]]

	= Conclusion =		= Conclusion =
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	----		----

−	[[File:Buro-happold-logo.jpg\|132x180px]]	+	[[File:Buro-happold-logo.jpg\|132x180px\|alt=Buro-happold-logo.jpg]]

−	This article was created by [[User~~:Buro_Happold~~\|Buro Happold]].	+	This article was created by [[User%3ABuro%20Happold\|Buro Happold]].

	----		----

	[[Category:Projects_and_case_studies]]		[[Category:Projects_and_case_studies]]

Designing Buildings at 16:50, 31 July 2013

2013-07-31T16:50:37Z

← Older revision		Revision as of 16:50, 31 July 2013
Line 32:		Line 32:
	= Conclusion =		= Conclusion =

−	The design and construction of the Khan Shatyr Entertainment Centre was only achieved by harnessing the expertise of an international team of designers and contractors working closely together. It has successfully overcome significant challenges to provide a unique large open space for the people of Astana to use all year round in comfort despite the climatic extremes that the city experiences.	+	The design and construction of the Khan Shatyr Entertainment Centre was only achieved by harnessing the expertise of an international team of designers and contractors working closely together. It has successfully overcome significant challenges to provide a unique, large, open space for the people of Astana to use all year round in comfort despite the climatic extremes that the city experiences.
		+
		+	= Acknowledgements =

	Main Contractor/Developer - Sembol		Main Contractor/Developer - Sembol
Line 38:		Line 40:
	Architect - Foster + Partners		Architect - Foster + Partners

−	~~Structural~~ Engineer: Buro Happold	+	Engineer - Buro Happold

	Structural Design and Build Contractors:		Structural Design and Build Contractors:
	*Steelwork - SAMKO Group (Engineer - Arce Engineering)		*Steelwork - SAMKO Group (Engineer - Arce Engineering)
	*Cable Net - Montage-Service (Engineer - Teschner Ingenieure)		*Cable Net - Montage-Service (Engineer - Teschner Ingenieure)
−	* ETFE - Vector-Foiltec	+	*ETFE - Vector-Foiltec
		+
		+	----
		+
		+	[[File:Buro-happold-logo.jpg\|132x180px]]
		+
		+	This article was created by [[User:Buro_Happold\|Buro Happold]].
		+
		+	----

	[[Category:Projects_and_case_studies]]		[[Category:Projects_and_case_studies]]

Designing Buildings: Created page with " = Introduction = The city of Astana, Kasakhstan’s newly created capital, brings a unique set of environmental challenges. Its remote steppe location to the north of the count..."

2013-07-31T16:43:33Z

Created page with " = Introduction = The city of Astana, Kasakhstan’s newly created capital, brings a unique set of environmental challenges. Its remote steppe location to the north of the count..."

New page

= Introduction =

The city of Astana, Kasakhstan’s newly created capital, brings a unique set of environmental challenges. Its remote steppe location to the north of the country experiences temperatures below freezing for half the year with extremes ranging from - 40ºC to +40ºC. The Kahn Shatyr (Big Tent) provides 100,000m2 of floor space where the people of Astana can meet, shop and relax year round in comfort despite the extreme environment. It was opened on the birthday of President Nazarbayev in July 2010 as a gift to the people, the 150m high mast acting as a beacon to the surrounding countryside.

= Initial concept =

Challenged with creating a giant, free-spanning enclosure with the minimum of support, the engineers (Buro Happold) felt that a single-masted cable net in a conical form was the natural choice due to its simplicity and efficiency of material. With a single compression mast to lift the net and create a large volume underneath, the roof skin is in tension and can use cables rather than beams to carry all loads. It also creates a very strong “iconic” form on the skyline – a critical consideration for such an important building in the capital city.

= Structural design =

The 19,000m2 transparent roof of the Entertainment Centre comprises ETFE (Ethylenetetrafluoroethylene) cushions supported on a cable net structure. The roof cables are collected 90m above ground on a ring at the top of the steel tripod and span to the sloped concrete perimeter which forms the base of the building. Four intersecting arcs define the 140m long, 120m wide plan of the roof.

The skin of ETFE cushions is very lightweight and insulates while still providing natural daylight. The cushions are flexible to accept the large deflections of the cable net, however their frames are much more rigid, and so Vector-Foiltec developed a staggered arrangement of cushions. This allows the hoop frame of one panel to squeeze in on the mid point of the adjacent panel and benifit from the inherent flexibility of the cushion.

The shape of the cable net is based on a classic cone which has been pulled over to one side to better relate to the internal layout. This gives the Entertainment Centre its distinctive sloping architectural form. Radial cables span from the top ring of the steel compression mast to the outer concrete perimeter and are prestressed against hoop cables to form an anticlastic surface. 192 pairs of 38mm diameter radial cables vary in length from 125m at the front of the tent to 70m at the back. The hoop cables are arranged perpendicular to the ridge line of the radials. A relatively high prestress of about 80% of the peak cable forces is utilised in the tent to control deflections to around 800mm over the longest cable span.

The tripod provides the single point of support to the centre of the cable net and is an important element for the architecture of the building. Traditionally the central support of a conic tent is a single mast, pinned at both the top and the bottom and stabilised by the tent that it supports. This only ever places axial force in the mast which moves with the tent under asymmetric loads and reduces the peak tensions within the cable net. However, it was felt impractical to temporarily support a fully articulated 150m high single mast during construction so this principle was adapted for the Entertainment Centre. The tripod structure which is used provides a robust constructible base while the articulated top ring that it supports provides some movement to relieve the forces in the cable net. The movable part of the mast is then a much smaller element that was easier to temporarily brace during construction.

Each tripod leg is formed from a three chord truss with 1000mm diameter circular hollow main sections, the back leg resists 140MN while each front leg resists 50MN. The legs meet at a hub which supports 12 pin ended struts reaching to the cable net top ring. The pin connections for the 800mm diameter struts allow the articulation of the top ring. The hub is located so that its centre line corresponds with the resultant axial force from the cable net under prestress loads.

= Construction =

Despite the harsh climate, construction on the Khan Shatyr took place all year round undertaken under the direction of Sembol using a number of specialist contractors to enable the opening for President Nazarbayev’s birthday in 2010.

The greatest challenge to overcome in the construction process was the erection of the tripod. Buro Happold developed the design in discussion with Samko who were the specialist steelwork sub-contractor. The general arrangement of the tripod was configured to allow a dramatic single lift process where the whole 1,700 ton tripod was pivoted around pins at the bases of the two front legs. Strand jacks, attached to the top of a temporary tower in front of the tripod, pulled on lifting cables attached to a frame on the tripod hub. As the front legs pivoted up, the top of the back leg lifted on a temporary pin connection under the hub whilst its base slid in on a bogey running on a rail track. Temporary bracing to the cable ring remained in place until the cables had been installed and correctly prestressed.

Although the tripod provided the most dramatic sequence in the construction of the Khan Shatyr, the installation of the cable net was also challenging. The radial cables were lifted individually into a slack condition with cable clamps attached ready to accept the hoop cables which were placed over the top of the radials. Once all the cables were in place tension was pulled into them using a jacking detail at the base of the radial cables to bring the net into shape and allow the installation of the cushions to proceed.

The ETFE cushions were slid into their extrusions from the base and pulled through to the top. The length of the cushions were maximised to reduce their number and make the installation as fast as possible, but during the winter months the cold temperatures made the ETFE much harder to work and tension.

= Conclusion =

The design and construction of the Khan Shatyr Entertainment Centre was only achieved by harnessing the expertise of an international team of designers and contractors working closely together. It has successfully overcome significant challenges to provide a unique large open space for the people of Astana to use all year round in comfort despite the climatic extremes that the city experiences.

Main Contractor/Developer - Sembol

Architect - Foster + Partners

Structural Engineer: Buro Happold

Structural Design and Build Contractors:
*Steelwork - SAMKO Group (Engineer - Arce Engineering)
*Cable Net - Montage-Service (Engineer - Teschner Ingenieure)
* ETFE - Vector-Foiltec

[[Category:Projects_and_case_studies]]