Showing posts with label #vishant. Show all posts
Showing posts with label #vishant. Show all posts

Thursday, March 31, 2016

THE 'SHARD' OF LONDON - QATAR'S PRIME ASSET IN UK

The Shard


The Shard,[a] also referred to as the Shard of Glass,[9][10] Shard London Bridge[11] and formerly London Bridge Tower,[12][13][14]is a 95-storey skyscraper in SouthwarkLondon, that forms part of the London Bridge Quarter development. Standing 309.6 metres (1,016 ft) high, the Shard is the tallest building in London and is currently the 87th tallest building in the world,[15] the tallest building in the European Union[16] and the fourth tallest building in Europe. It is also the second-tallest free-standing structure in the United Kingdom, after the concrete tower at the Emley Moor transmitting station.[17]
The Shard's construction began in March 2009; it was topped out on 30 March 2012[18] and inaugurated on 6 July 2012.[19] Practical completion was achieved in November 2012. The tower's privately operated observation deck, the View from the Shard, was opened to the public on 1 February 2013.[1][20][21] The glass-clad pyramidal tower has 72 habitable floors, with a viewing gallery and open-air observation deck on the 72nd floor, at a height of 244.3 metres (802 ft).[4][22] It was designed by the Italian architect Renzo Pianoand replaced Southwark Towers, a 24-storey office block built on the site in 1975. The Shard was developed by Sellar Property Group on behalf of LBQ Ltd, and is jointly owned by Sellar Property and the State of Qatar.[6]

QATAR'S ENTRY ON BOARD:
Some challenging years followed, during which the project overcame a lengthy planning process and a high-profile public inquiry, only for investment to slip away following the global economic crash. But The Shard’s future was assured in 2008 when the State of Qatar came on board as a partner who shared Sellar’s vision. The construction phase was exhilarating and testing in equal measure. The team overcame sub-zero temperatures, gale force winds and the Thames breaking through the protective dam.
Pioneering engineering methods were used, such as top-down construction, where foundations are dug while the core is built up – a first for the UK. Over one 36-hour period – employing 700 lorry-loads, one every three minutes – the team poured 5,400 cubic metres of concrete. The years of hard work and ingenuity came to fruition in 2012, when The Shard was completed and officially opened by the Prime Minister of Qatar. Since then, its restaurants, hotel and viewing gallery have opened to the public and tenants have begun to move into its offices.
Construction-Vision.jpg

Architecture[edit]


Internal structure of the Shard's spire and radiator floors, seen from the 72nd-floor observatory
Renzo Piano, the project's architect, designed The Shard as a spire-like sculpture emerging from the River Thames.[23] He was inspired by the railway lines next to the site, the London spires depicted by the 18th-century Venetian painter Canaletto, and the masts of sailing ships.[14] Piano's design met criticism from English Heritage, who claimed the building would be "a shard of glass through the heart of historic London", giving the building its name, the Shard.[34] Piano considered the slender, spire-like form of the tower a positive addition to the London skyline, recalling the church steeples featured in historic engravings of the city, and believed that its presence would be far more delicate than opponents of the project alleged. He proposed a sophisticated use of glazing, with expressive façades of angled glass panes intended to reflect sunlight and the sky above, so that the appearance of the building will change according to the weather and seasons.[35] The building features 11,000 panes of glass, with a total surface area of 56,000 square metres (600,000 sq ft).[36]
The Shard was designed with energy efficiency in mind. It is fitted with a combined heat and power (CHP) plant, operating on natural gas from the National Grid. Fuel is efficiently converted to electricity and heat is recovered from the engine to provide hot water for the building.[37]
Following the destruction of New York's World Trade Center (WTC) in the terror attacks of 11 September 2001, architects and structural engineers worldwide began re-evaluating the design of tall structures. The Shard's early conceptual designs were among the first in the UK to be amended following the publication of the US National Institute of Standards and Technology (NIST) report into the collapse of the WTC. The building is designed to maintain its stability under very onerous conditions,[38] with its post-tensioned concrete and composite floors, load-bearing pillars and tapering shape giving it a sway tolerance of 400 millimetres (16 in).[39]
In 2014, The Shard claimed first place at the Emporis Skyscraper Awards, recognising buildings over 100 m (328 ft) completed in the previous twelve months. The Emporis judges hailed the building as "a skyscraper that is recognized immediately and which is already considered London's new emblem".[40]

Layout[edit]

FloorsFloor areaSpace designation
73–95Spire
68–72758 m2 (8,159 sq ft)The View from The Shard (observatory)
53–655,772 m2 (62,129 sq ft)Residences
34–52Shangri-La Hotel
31–335,945 m2 (63,991 sq ft)Restaurants (Hutong, Oblix and Aqua Shard)
28South Hook Gas
27Arma Partners
2652,322 m2 (563,189 sq ft)Offices
24–25The Office Group
19–2352,322 m2 (563,189 sq ft)Offices
18Gallup
17Warwick Business School and Foresight
16Al Jazeera English and Al Jazeera UK London studio and offices
15Mathys & Squire
14Duff & Phelps
10–1354,488 m2 (586,504 sq ft)Offices including Robert Half and Protiviti
9IO Oil and Gas
854,488 m2 (586,504 sq ft)Offices
5–754,488 m2 (586,504 sq ft)Clinic (HCA Healthcare at the Shard)[41]
3–454,488 m2 (586,504 sq ft)Offices
1–26,036 m2 (64,971 sq ft)Retail and office reception
GroundHotel, restaurant and observatory entrances
Sources: The-Shard.com[42] and The-Shard.com[43] and Billionpoints.de.[44]

Construction[edit]


The Shard pictured from Great Tower Street in April 2012
In February 2009, a mobile crane and a small piling rig appeared on site. In early March 2009, the crane began putting steel beams into the ground, as part of preparations for the core of the building. Full construction began on 16 March 2009. Demolition work on New London Bridge House started in May 2009, as part of the concurrent London Bridge Place project. The first steelwork went into The Shard's piles on 28 April.[45] Five cranes were used to build The Shard, with four of them 'jumping' with the tower as it rose. Crane 1 was erected in September 2009 and Crane 2 was erected at the beginning of October.[46] By 20 October 2009, steel beams began appearing on site, with concrete being poured at the northern part of the site, ready for Crane 3.
By March 2010, the concrete core was rising steadily at about 3 metres (9.8 ft) a day.[47] After a pause in March–April 2010, it continued rising, reaching the 33rd floor in mid-June, almost level with the top of Guy's Hospital, which stands at 143 metres (469 ft). On 27 July 2010, the core stopped rising, having reached the 38th floor, and was reconfigured for further construction.[48] By mid-November 2010, the core had reached the 68th floor, with the tower's steel reaching the 40th floor and glass cladding enveloping a third of the building. In late November, the core's height exceeded 235 metres (771 ft), ending One Canada Square's 18-year reign as Britain's tallest building.[49]
The Shard's concrete core topped out at the 72nd floor in early 2011, standing at 245 metres (804 ft). The early part of January 2011 saw the installation of hydraulic screens, which were used to form the concrete floors of the hotel and apartment section of the tower, and rose with the floors up to the 69th floor. On 25 January 2011, the concrete pumps began pouring the first concrete floor at the 41st floor. By the end of February 2011, concrete flooring had risen to the 46th floor, with a new floor being poured on average every week. The cladding of the structure also progressed, mainly on the tower's "backpack".

The inauguration of The Shard on 5 July 2012
August 2011 saw steady progress in construction, with cladding enveloping more than half the building's exterior. Pouring of the concrete floors reached the 67th floor, and progression on the tower's cladding reached the 58th floor. By mid-August, the core box had been removed. By 19 September 2011, the tower's steel was approaching the height of the completed core, reaching almost 244 metres (801 ft).[50] On 24 September, a final crane – at the time, the tallest ever built in Britain – was erected to install the skyscraper's upper spire.[51] The spire was pre-fabricated and pre-assembled based upon 3D models, and underwent a "test run" in Yorkshire before being lifted onto the building itself.[52] By late December 2011, The Shard had become the tallest building in the European Union, superseding the Commerzbank Tower in Frankfurt, Germany.[53]
The Shard's steel structure was topped out on 30 March 2012, when its 66-metre (217 ft), 500-tonne spire was winched into place.[54][55]The steel structure thus reached a height of 308.5 metres (1,012 ft). The final 516 panes of glass were added shortly after, topping the tower out at its full height of 309.6768 metres (1,016.000 ft).[56]
The Shard was inaugurated on 5 July 2012 by the Prime Minister of QatarHamad bin Jassim bin Jaber Al Thani, in a ceremony attended by Prince Andrew, Duke of York.[57] The inauguration ceremony featured a laser light show comprising twelve lasers and 30 searchlights, which illuminated the building on the London skyline.[19] Practical completion of the building was achieved in November 2012.




CREDITS & SOURCES:

https://en.wikipedia.org/wiki/The_Shard

http://www.the-shard.com/shard/the-vision/

Sunday, May 18, 2014

How to Start a Construction Company?

How to Start a Construction Company?


POSTED BY LONGCIVILE ON 5:06 AM

Starting a construction company can be a profitable venture under the right circumstances. Construction is an industry that will always be in demand and will not yield easily to automation. If you have experience in construction and want to start your own company, be sure to research requirements, laws, and business basics before taking the plunge.

One of the first things to consider before starting your own construction company is financing. If you do not have available funds to purchase materials, tools, and labor, you will need to arrange financing for the start up of your company. You also need to make sure you have a contractor’s license and bonding insurance to protect you.

The amount of financing you need will vary greatly depending on the size of the construction projects you intend to start out with. If you are performing small jobs such as remodels, additions, or decks, you might be able to purchase materials and tools on credit. Remember that interest eats away at profit, so be sure that you can meet a completion date and collect your fees from your clients in a timely manner.

It is extremely important to have an understanding of cost estimation when you bid a project. Underbidding yourself to get jobs will soon eat away at your profits and eventually doom your success. However, if you bid too high, your more established competitors will beat you out. If you do not know how to bid competitively, you should either develop the skill or hire someone who is knowledgeable about construction estimation.

With funds available for purchasing materials, insurance to cover potential accidents, and clients, you will have to turn your attention to your craft force. If you plan to be on site at all times overseeing the construction process, you can easily manage your craft force. If you intend to work hands off, you’ll need to hire someone experienced at leading a crew of workers to make sure the job is done right and according to schedule.

Start with small jobs and advertise by word of mouth. Do a good job for your initial clients, and they will spread the word. Ask to place temporary signs at a completed site for advertising purposes as well. Make sure you have someone available to provide estimates for potential clients without holding up current construction projects. As your company grows, you can hire additional personnel to assist with certain jobs.

Be sure to develop a good relationship with building inspectors in your area and to have both a business attorney and an accountant at your disposal should you need their services. Careful planning and attention to detail will ensure that your construction company stays afloat during the roughest first two years of operation. With a qualified craft force and a desire to succeed, you can grow a solid small to mid-sized construction company within five years.


Vishant Chandrawar
B.E. Civil


Credits / Ref :
http://longcivile.blogspot.com/2009/08/how-to-start-construction-company.html?showComment=1400402122393#c1900843226115063348

Sunday, May 4, 2014

TENSILE SHADES

TENSILE SHADES

byEr. Vishant Chandrawar 
(B.E. Civil)
Manama, Kingdom of Bahrain


tensile structure is a construction of elements carrying only tension and no compression or bending. The term tensile should not be confused with tensegrity, which is a structural form with both tension and compression elements. Tensile structures are the most common type of thin-shell structures.
Most tensile structures are supported by some form of compression or bending elements, such as masts (as in The O2, formerly the Millennium Dome), compression rings or beams.

Another definition:

What is a tension structure or tensile structure?

As per the Lightweight Structures Association (LSA), a division of the Industrial Fabrics Association International, a tension structure ortensile structure is a structure that is characterized by a tensioning of the fabric or pliable material system (typically with wire or cable) to provide the critical structural support to the structure.

Tension structures are fabricated as permanent or temporary canopy structures for commercial or public assembly, temporary event structures, modular industrial construction and landscape artwork.  This unique fabric canopy strives for a light and airy look by minimizing the amount of framing and utilizing the strength of the fabric to help support the stability and equilibrium of the structure.

Fabric tensioned structures are typically used as a lightweight roof, protective cover, shelter, skylight, advertisement and/or identification for stadiums, arenas, shopping malls, amphitheaters, bandshell, stage cover, tents, and shade structures for airport and transportation depots.

Tension structures utilize technical fabric roof membranes, a combination of catenary cables and clamping systems, and a minimal amount of framing to create proportionally lightweight structures capable of spanning great distances. Tensile membranes are available in exterior grade vinyl and woven fabrics and Teflon™ coated fiberglass. These translucent tensioned membrane structure fabrics carry from seven to twenty year warranties.
tensile membrane structure is most often used as a roof, as they can economically and attractively span large distances.

How much does a tension structure cost?

How much does a tension structure cost?


Today's prices for engineered fabric tension structures are in the neighborhood of $120 per square foot. Every design is unique and prices will vary depending upon the overall complexity of project, size, design, engineering calculations involved, scope of work, municipal codes & permit requirements, time tables and other site logistics.

Upon full project discovery and disclosure, our professional staff will work with you to produce a fixed price for required engineering certifications. Once engineering certifications and materials are defined, a firm price will be provided for project management, manufacturing and installation services.

With over 69-years of custom fabric and metal fabrication experience, Eide Industries, Inc. will provide ideal solutions for your project's engineering design certifications, project management, manufacturing and installation needs.

History

his form of construction has only become more rigorously analyzed and widespread in large structures in the latter part of the twentieth century. Tensile structures have long been used in tents, where the guy ropes and tent poles provide pre-tension to the fabric and allow it to withstand loads.
Russian engineer Vladimir Shukhov was one of the first to develop practical calculations of stresses and deformations of tensile structures, shells and membranes. Shukhov designed eight tensile structures and thin-shell structures exhibition pavilions for the Nizhny Novgorod Fair of 1896, covering the area of 27,000 square meters. A more recent large-scale use of a membrane-covered tensile structure is the Sidney Myer Music Bowl, constructed in 1958.
Antonio Gaudi used the concept in reverse to create a compression-only structure for the Colonia Guell Church. He created a hanging tensile model of the church to calculate the compression forces and to experimentally determine the column and vault geometries.
The concept was later championed by German architect and engineer Frei Otto, whose first use of the idea was in the construction of the West German pavilion at Expo 67 in Montreal. Otto next used the idea for the roof of the Olympic Stadium for the 1972 Summer Olympics inMunich.
Steady technological progress has increased the popularity of fabric-roofed structures. The low weight of the materials makes construction easier and cheaper than standard designs, especially when vast open spaces have to be covered.

Types of structure with significant tension members[edit]

Linear structures[edit]

Three-dimensional structures[edit]

Surface-stressed structures[edit]






Cable and memedit]

The World First steel membrane roof and lattice steel Shell in the Shukhov Rotunda,Russia, 1895

Membrane materials[edit]

Common materials for doubly curved fabric structures are PTFE-coated fiberglass and PVC-coated polyester. These are woven materials with different strengths in different directions. The warp fibers (those fibers which are originally straight—equivalent to the starting fibers on a loom) can carry greater load than the weft or fill fibers, which are woven between the warp fibers.
Other structures make use of ETFE film, either as single layer or in cushion form (which can be inflated, to provide good insulation properties or for aesthetic effect—as on the Allianz Arena in Munich). ETFE cushions can also be etched with patterns in order to let different levels of light through when inflated to different levels. They are most often supported by a structural frame as they cannot derive their strength from double curvature.

Cables[edit]

Simple suspended bridge working entirely in tension
Cables can be of mild steelhigh strength steel (drawn carbon steel), stainless steelpolyester or aramid fibres. Structural cables are made of a series of small strands twisted or bound together to form a much larger cable. Steel cables are either spiral strand, where circular rods are twisted together and "glued" using a polymer, or locked coil strand, where individual interlocking steel strands form the cable (often with a spiral strand core).
Spiral strand is slightly weaker than locked coil strand. Steel spiral strand cables have a Young's modulusE of 150±10 kN/mm² (or 150±10 GPa) and come in sizes from 3 to 90 mm diameter. Spiral strand suffers from construction stretch, where the strands compact when the cable is loaded. This is normally removed by pre-stretching the cable and cycling the load up and down to 45% of the ultimate tensile load.
Locked coil strand typically has a Young's Modulus of 160±10 kN/mm² and comes in sizes from 20 mm to 160 mm diameter.
The properties of the individuals strands of different materials are shown in the table below, where UTS is ultimate tensile strength, or the breaking load:
E (GPa)UTS (MPa)Strain at 50% of UTS
Solid steel bar210400–8000.24%
Steel strand1701550–17701%
Wire rope1121550–17701.5%
Polyester fibre7.59106%
Aramid fibre11228002.5%

Structural forms[edit]

Air-supported structures are a form of tensile structures where the fabric envelope is supported by pressurised air only.
The majority of fabric structures derive their strength from their doubly curved shape. By forcing the fabric to take on double-curvature [1] the fabric gains sufficientstiffness to withstand the loads it is subjected to (for example wind and snow loads). In order to induce an adequately doubly curved form it is most often necessary to pretension or prestress the fabric or its supporting structure.

Form-finding[edit]

The behaviour of structures which depend upon prestress to attain their strength is non-linear, so anything other than a very simple cable has, until the 1990s, been very difficult to design. The most common way to design doubly curved fabric structures was to construct scale models of the final buildings in order to understand their behaviour and to conduct form-finding exercises. Such scale models often employed stocking material or tights, or soap film, as they behave in a very similar way to structural fabrics (they cannot carry shear).
Soap films have uniform stress in every direction and require a closed boundary to form. They naturally form a minimal surface—the form with minimal area and embodying minimal energy. They are however very difficult to measure. For large films the self-weight of the film can seriously and adversely affect the form.
For a membrane with curvature in two directions, the basic equation of equilibrium is:
w = \frac{{t_1}}{{R_1}} + \frac{{t_2}}{{R_2}}
where:
  • R1 and R2 are the principal radii of curvature for soap films or the directions of the warp and weft for fabrics
  • t1 and t2 are the tensions in the relevant directions
  • w is the load per square metre
Lines of principal curvature have no twist and intersect other lines of principal curvature at right angles.
geodesic or geodetic line is usually the shortest line between two points on the surface. These lines are typically used when defining the cutting pattern seam-lines. This is due to their relative straightness after the planar cloths have been generated, resulting in lower cloth wastage and closer alignment with the fabric weave.
In a pre-stressed but unloaded surface w = 0, so \frac{{t_1}}{{R_1}} = -\frac{{t_2}}{{R_2}}.
In a soap film surface tensions are uniform in both directions, so R1 = −R2.
It is now possible to use powerful non-linear numerical analysis programs (or finite element analysis) to formfind and design fabric and cable structures. The programs must allow for large deflections.
The final shape, or form, of a fabric structure depends upon:
  • shape, or pattern, of the fabric
  • the geometry of the supporting structure (such as masts, cables, ringbeams etc.)
  • the pretension applied to the fabric or its supporting structure
It is important that the final form will not allow ponding of water, as this can deform the membrane and lead to local failure or progressive failure of the entire structure.
Snow loading can be a serious problem for membrane structure, as the snow often will not flow off the structure as water will. For example, this has in the past caused the (temporary) collapse of the Hubert H. Humphrey Metrodome, an air-inflated structure in Minneapolis, Minnesota. Some structures prone to ponding use heating to melt snow which settles on them.
Saddle Shape
There are many different doubly curved forms, many of which have special mathematical properties. The most basic doubly curved from is the saddle shape, which can be a hyperbolic paraboloid (not all saddle shapes are hyperbolic paraboloids). This is a double ruled surface and is often used in both in lightweight shell structures (see hyperboloid structures). True ruled surfaces are rarely found in tensile structures. Other forms are anticlastic saddles, various radial, conical tent forms and any combination of them.

Pretension[edit]

Pretension is tension artificially induced in the structural elements in addition to any self-weight or imposed loads they may carry. It is used to ensure that the normally very flexible structural elements remain stiff under all possible loads.
A day to day example of pretension is a shelving unit supported by wires running from floor to ceiling. The wires hold the shelves in place because they are tensioned - if the wires were slack the system would not work.
Pretension can be applied to a membrane by stretching it from its edges or by pretensioning cables which support it and hence changing its shape. The level of pretension applied determines the shape of a membrane structure.

Alternative form-finding approach[edit]

The alternative approximated approach to the form-finding problem solution is based on the total energy balance of a grid-nodal system. Due to its physical meaning this approach is called the Stretched Grid Method (SGM).

Simple mathematics of cables[edit]

Transversely and uniformly loaded cable[edit]

A uniformly loaded cable spanning between two supports forms a curve intermediate between a catenary curve and a parabola. The simplifying assumption can be made that it approximates a circular arc (of radius R).
Catenary cable diagram.svg

The horizontal and vertical reactions :
H = \frac{{wS^2}}{{8d}}
V = \frac{{wS}}{{2}}
By geometry:
The length of the cable:
L = 2R\arcsin\frac{{S}}{{2R}}
The tension in the cable:
T = \sqrt{H^2+V^2}
By substitution:
T = \sqrt{\left(\frac{wS^2}{8d}\right)^2 + \left(\frac{wS}{2}\right)^2}
The tension is also equal to:
T = wR
The extension of the cable upon being loaded is (from Hooke's Law, where the axial stiffness, k, is equal to k = \frac{{EA}}{{L}}):
e = \frac{{TL}}{{EA}}
where E is the Young's modulus of the cable and A is its cross-sectional area.
If an initial pretension, T_0 is added to the cable, the extension becomes:
e = L - L_0 = \frac{{L_0(T-T_0)}}{{EA}}
Combining the above equations gives:
{\frac{{L_0(T-T_0)}}{{EA}}}+L_0 = \frac{{2T\arcsin(\frac{{wS}}{{2T}})}}{{w}}
By plotting the left hand side of this equation against T, and plotting the right hand side on the same axes, also against T, the intersection will give the actual equilibrium tension in the cable for a given loading w and a given pretension T_0.

Cable with central point load[edit]

Point-loaded cable.svg

A similar solution to that above can be derived where:
By equilibrium:
W = \frac{{4Td}}{{L}}
d = \frac{{WL}}{{4T}}
By geometry:
L = \sqrt{S^2 + 4d^2} = \sqrt{S^2 + 4\left(\frac{{WL}}{{4T}}\right)^2}
This gives the following relationship:
L_0 + \frac{{L_0(T-T_0)}}{{EA}} = \sqrt{S^2 + 4\left(\frac{{W(L_0+\frac{{L_0(T-T_0)}}{{EA}})}}{{4T}}\right)^2}
As before, plotting the left hand side and right hand side of the equation against the tension, T, will give the equilibrium tension for a given pretension, T_0 and load,W.

Tensioned cable oscillations[edit]

The fundamental natural frequencyf1 of tensioned cables is given by:
f_1=\sqrt{\frac{{(\frac{{T}}{{m}})}}{{2L}}}
where: T = tension in newtonsm = mass in kilograms and L = span length.

Notable structures[edit]

Rotunda by Vladimir Shukhov Nizhny Novgorod 1896.jpg
Rotunda and rectangular pavilion by Vladimir Shukhov in Nizhny Novgorod 1896.jpg



Credits:
 www.tensileshadeproducts.com
http://en.wikipedia.org/wiki/Tensile_structure
www.tensionstructures.com/

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