CORE DESIGN.

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Presentation transcript:

CORE DESIGN

Definition Of Core The central of arterial part of a multistory building that integrates functions and service needs for established occupants. Such areas are normally composed of toilet facilities, elevator banks, janitors’ closet, utilities, mechanical facilities, smoke shafts and stair. Core also known as facade envelope is a spatial element for load-bearing high-rise building system.

Characteristic Shape of core Number of cores Location of cores Arrangement of cores Geometry of building as generator of core form

Function Tying the building together to act as a unit To maximize flexibility in layout As shear wall systems to provide the necessary lateral stability for the building Resist lateral forces from any direction Carries gravity loads

Elements Electrical & Telephone Piping and risers Transportation Fans room Toilets

PLACEMENT

Advantages and Disadvantages Off Center Advantages All window or building perimeter space to be used for offices More flexibility in maximum depth and arrangement of spaces Affords the opportunity of developing small secluded space in the relatively narrow portion of the floor plan where the core is closes to the exterior walls. Disadvantages Present some problems of access Less flexibility of tenant distribution Remote and thus less convenient to the far sides and corners of the building

CENTRAL CORE Central Advantages Allows all window all window space to be utilized as rental of the building plan will permit offices of verging depths to receive natural light Extremely convenient of access and in some cases may be equidistant for all side Simplifies area division & provides good flexibility of tenant distribution in the some way Horizontal utility runs may also relatively equidistant from the core Combine with a square building plan, bearing exterior & core walls, this location permits a floor plan tree of columns and thus totally flexible for office layout Disadvantages The central interior location limits the depth of offices in the mid-zone of each floor It requires an access corridor around its perimeter

MATERIAL Reinforced concrete large net tension forces exist can negate the inherent efficiency of concrete in compression resistance Walls become thick Concrete Fire-resistance, in particular of lift and piping shafts, is good Execution is efficient Lateral forces can be transmitted employing the surrounding skeleton sufficient stiffness Steel Large and costly achieve its lateral stability. necessary core stiffness relatively rapid assemblage of the prefabricated members. Enclose space, no extra consideration need to be given to fire proofing. Lack of ductility Respect to earth quake loading

Structure Cantilever floor Hanging floor Core-in-r.c frame Bunched hanging floors Bunched cantilever floors Composite Core-in-steel frame

System Core-in-frame Cantilever-core Composite Core-cable

CONTINUE CORE 2