Skip to content
Menu
Civil Engineering Lectures
  • Construction Law
    • Mediation – in Construction Contracts
    • Arbitration in Construction contracts
    • Law of Contracts – Basic Legal Issues
    • DISPUTES IN CONSTRUCTION CONTRACTS
    • Law of Delict – Case Study
    • Law of Tort – An Introduction
    • Tort Law – Historical Development
    • DOCTRINE OF COMPETENCE – COMPETENCE
    • Tort Law – The parties & Vicarious Liability
    • Legal Systems in Ancient Sri Lanka
    • SECURITY OF PAYMENTS in Sri Lankan Construction Industry
    • SKILLS OF NEGOTIATIONS
    • SALE OF GOODS – IMPLIED CONDITIONS – Sri Lanka
    • Dispute resolution in Construction Projects
    • Duties, Powers, and Responsibilities of the Engineer
    • Case Law – Is it a Variation or Not?
    • Case Law – Power needed to issue variations
    • Case Law – Omissions
    • Case Law – if the Contract Administrator is not acting impartially
    • Law of contract – The Necessity of the Law
    • Law of Contract – the basics
    • Law of Contract – Unilateral and bilateral contracts
  • QUANTITY SURVEYING
    • MINIMIZING DISPUTES ARISING FROM BILL OF QUANTITIES
    • Writing Descriptions of work items in the Bill of Quantity
    • Bid Evaluation – Domestic Preference
    • Decision to tender in construction contract
    • Pre-Qualification – for Construction Contracts
    • The implication of the public procurement system to the economic growth and development of a country
    • VALUE FOR MONEY IN PROCUREMENT
    • Conditions of Contract – in Works Contracts
    • Service Contracts
    • BIDDING DOCUMENT for Works contracts
    • The Building Team
    • Methods of Tendering
    • Termination of a Construction Contract
    • Construction Claims
    • Liquidated Damages
    • BILL OF QUANTITY & THE QUANTITY SURVEYOR
    • PRELIMINARIES
    • Quantity surveyor
    • Bidding Strategy
    • Unit Rate in a Bill of Quantity
    • Price Fluctuations
    • Nominated Subcontractors
    • Building Engineering – Forces exerted on and by Buildings
    • Labor productivity – Unit rate analysis
    • Estimating Activity cost
    • Bid Price and Unbalanced Bids
    • Depreciation
    • Unit Rate Calculations – Examples – Rubble Masonry work
    • Unit rate calculation – Examples – Concrete
    • Unit rate calculation – Example – Wall painting
    • Daywork
    • Variations
    • Interim Payment Certificates
    • Contract Administration
    • ESTIMATING THE OWNING AND OPERATING COSTS OF CONSTRUCTION EQUIPMENT
  • Civil Engineering
    • MODIFICATIONS IN BUILDINGS – UNDERPINNING
    • Dewatering in Excavation
    • EXCAVATION in BUILDING CONSTRUCTION
    • The Essential Software for Civil Engineers in 2024
    • Best Software for Civil Engineering
    • PROFESSIONAL INDEMNITY INSURANCE
    • CONSTRUCTION RISKS AND INSURANCE
    • Construction machinery/equipment – Renting vs. Purchasing equipment
    • Building Engineering – An Introduction
    • ELECTRICITY – IS IT A SOURCE OF ACCIDENTS AT CONSTRUCTION SITES?
    • The Radius of Gyration (r)
    • The nature of forces acting on buildings
    • Doubly Reinforced Beams – BS 8110:1:1997 – Example 1
    • Singly Reinforced Beams – BS 8110:1:1997 – Example 1
    • Techniques used to control groundwater
    • Glass – as construction material
    • LIME – as a construction material
    • Quality of mixing water for Concrete
    • BAILEY BRIDGE CONSTRUCTIONS
    • Waste Water Disposal
    • PROCESSES USED IN WASTEWATER TREATMENTS
    • PRELIMINARY TREATMENT OF RAW WASTEWATER
    • PRELIMINARY TREATMENT OF RAW WASTEWATER
    • CONSTRUCTION MACHINERY
    • PRIMARY SEDIMENTATION TANKS
    • Biological (Secondary) Treatment Systems
    • INHERENT WEAKNESSES OF THE BUILDING INDUSTRY
    • Latent Defects and Patent Defects in Construction
    • SEGREGATION OF CONCRETE
    • CALICUT TILE ROOFING – ADVANTAGES AND DISADVANTAGES
    • Energy-Efficient Building Construction
    • DAMPNESS IN BUILDINGS
    • Septic Tank and Soakage Pit
    • Non-Load Bearing Partition Walls
    • The Versatility of Concrete
    • QUALITY MANAGEMENT IN CONSTRUCTION
    • CRYSTAL STRUCTURE OF METALS
    • SITE PRELIMINARY WORKS
    • Law of Contract – Remedies for Breach of Contract
    • INSULATION MATERIALS
    • Rubber Water stops
    • Corrosion of Reinforcing Steel: A Critical Insight
    • Bleeding Water in Concrete: Understanding and Managing Bleed Water
    • Effects of Bleeding Water on the Quality of Concrete
    • Soil Stabilization in Road Construction
    • Soil Compaction: Optimizing Soil Density for Construction
  • About us
Civil Engineering Lectures

Non-Load Bearing Partition Walls

Posted on July 10, 2024July 10, 2024

The external envelope of a building provides weather protection and security. However, the internal space becomes useless unless it is divided into meaningful compartments or rooms.

The method of dividing the space is using internal walls. In some offices, this is achieved by the planned positioning of cupboards, pot plants, and movable screens.

Internal walls may sometimes carry structural loads or they may be constructed as non-load bearing walls.

Internal non-load bearing walls or partitions are built in bricks or cement blocks. But to reduce cost, provide lightweight, and provide mobility, they may be built using other materials.

The functions of internal walls are:

  • Partitioning the internal space
  • Provide fire resistance
  • Provide insulation, both thermal & sound
  • Provide security
  • Support fittings, fixtures, and decorations
  • Be static or movable
  • Accommodate services

Brick and block partition walls

These walls are usually ½ brick thick or 1 brick thick in some cases.

They have to support their self weight, and need not be cavity walls since there is no need for weather resistance.

Where an opening is required in an internal wall for doors or service hatches, they should be built in as the walling proceeds.

Finishes for internal walls depend on the function of the building, the decorative effect required, and the cost.

Common finishes

Plaster work provides a smooth dense joint-less surface for painting and decorating.

Plasterboard sheets 12.7 mm thick called ‘dry lining’ uses 38 x 19 mm battens fixed to the wall vertically at 400mm centers with screws, and the plasterboards are fixed using GI nails. The joints between sheets are reinforced with paper tape, and the joint is filled flush with the surface.

Finally, the surface is finished with a 3.5 mm thick skim coat of plaster.

Plywood, fiberboard, flat asbestos cement sheets, and thin sheets of plywood or hardboard with laminated faces are also used as finishes.

Ceramic, glass, or plastic tiles too can be used as internal wall finishes. In addition to the decorative effect, they give water resistance to walls in bathrooms, kitchens, etc.

The brick walls can also be left uncovered. In this case, the joints may be prepared using coloured mortars or special pointing methods.

Timber partition walls

Timber partitions or Stud partitions consist of a framework supporting ‘dry linings’ material such as plasterboard, plywood, or hardboard.

The framework consists of;

1. Vertical studs spaced at intervals to suit the loads and dimensions of facing boards

2. Horizontal sole plate at the bottom

3. Horizontal head at the top

4. Horizontal noggins fixed between studs to provide lateral support to studs

5. Facing boards that take the wall finishes.

These partition walls have to support their weight and in addition, the impact loads of doors closing/opening, furniture, etc., banging against them.

To get an even surface to the wall, the frame members should be of the same thickness.

The common sizes are 100 x 50 mm, 100 x 38 mm, 75 x 50 mm, and 75 x 38 mm.

Timber walls are much quicker to build than brick or block walls, and are also light-weight.

Leave a Reply Cancel reply

Your email address will not be published. Required fields are marked *

This site uses Akismet to reduce spam. Learn how your comment data is processed.

Recent Posts

  • The Contract Administrator: Comprehensive Guide to the Role in Construction
  • Sustainability: Building a Better Future in Construction
  • ATTERBERG LIMITS
  • FIELD COMPACTION TESTS
  • Soil Compaction: Optimizing Soil Density for Construction

Recent Comments

  • Sembukuttige R De Silva on Soil Compaction: Optimizing Soil Density for Construction
  • Sembukuttige R De Silva on ATTERBERG LIMITS
  • Sembukuttige Rukmanthi De Silva on Sustainability: Building a Better Future in Construction
  • Sembukuttige Rukmanthi De Silva on Bid Evaluation – Domestic Preference
  • Sembukuttige Rukmanthi De Silva on Duties, Powers, and Responsibilities of the Engineer

Categories

  • Civil Engineering
  • Construction Law
  • QUANTITY SURVEYING

Legal pages

  • About us
  • Contact
  • Free e-books
  • Privacy policy
  • Terms & Conditions

Lecture Categories

  • Civil Engineering
  • Construction Law
  • QUANTITY SURVEYING
©2025 Civil Engineering Lectures | Powered by SuperbThemes