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Question

Which of the below is not a plaster type based on material?

The correct answer is
Pozzolana

Plaster Material Types Identification

Plaster types are often categorized based on their primary binding material. Understanding these classifications helps in selecting the appropriate plaster for different applications.

Analyzing Plaster Material Bases

Let's examine each option to determine if it represents a primary material base for a plaster type:

  • Cement: Cement acts as a primary binder. Plasters made with cement are a distinct category known as cement plaster, widely used for exterior and interior finishes requiring durability.
  • Gypsum: Gypsum is another key binder. Gypsum plaster, also known as Plaster of Paris, is commonly used for interior walls and ceilings due to its smooth finish and quick setting time.
  • Lime: Lime has historically been a fundamental binder in plastering. Lime plaster, derived from calcined limestone, is valued for its breathability and flexibility, often used in historical restorations and specific modern applications.
  • Pozzolana: Pozzolana is a siliceous or silico-aluminous material. While it possesses cementitious properties when finely ground and mixed with water and calcium hydroxide, it is typically used as a supplementary cementitious material (SCM) or an additive. It enhances the properties of cement or lime-based mortars and concretes but is not generally considered the primary binder that defines a standalone plaster type in the same way cement, gypsum, or lime are.

Conclusion on Plaster Classification

Based on the analysis, Cement, Gypsum, and Lime are recognized as primary binding materials that define specific types of plaster. Pozzolana, conversely, functions primarily as an additive or component rather than defining a plaster type by its base material.

Therefore, Pozzolana is not classified as a plaster type based on material in the same manner as the others.

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Important Questions from Building Component

  1. An important building is located in earthquake zone V in India. The seismic weight of the building is 10000 kN and it is designed by ductility considerations. The spectral acceleration factor for this structure is 2.5. The base shear for this structure is

  2. What is the height of plinth level from ground level?

  3. Based on the occupancy, buildings are classified into _________ groups

  4. The formation of small patches of plaster swelling out beyond the plastered surface is known as________.

  5. If the flat area of a rolling shutter is 'A', the amount of painting on one side of it will be

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