By the end of this chapter, you will be able to:
These skills are essential for creating strong, safe, and reliable buildings in the construction trade.
Construction superstructure work is a critical phase in architectural projects, involving the erection of the above-ground components that define the building’s shape, function, and durability. In Kenya, architects must carefully select walling systems that respond to local climate, material availability, and structural requirements, ensuring safety and aesthetics. Understanding the types of building walls is essential for designing structures that comply with national building codes and meet client expectations. This chapter explores the various walling types used in Kenya’s architectural practice, focusing on load-bearing walls, non-load-bearing walls, and curtain walls.
Load-bearing walls are fundamental elements in many Kenyan buildings, particularly in residential and low-rise commercial structures. These walls carry and transfer structural loads from the roof and upper floors down to the foundation, thus playing a crucial role in the building’s stability.
Load-bearing walls support vertical loads such as the weight of floors, roofs, and live loads including occupants and furniture. They must be designed to resist both compressive forces and lateral forces such as wind or seismic activity. In Nairobi’s medium-density housing, for example, load-bearing walls made of reinforced concrete blocks provide the necessary strength while optimizing construction costs.
Common materials include concrete blocks, fired clay bricks, and stone masonry. Concrete blocks are favored in Kenya for their uniformity, strength, and ease of installation, allowing faster construction. Stone masonry is often used in rural settings where stone is abundant, offering durability but requiring skilled labor.
Load-bearing walls require adequate thickness to support imposed loads; typical dimensions range from 150mm to 230mm depending on the height and load. Architects must consider wall length, height, and openings such as doors and windows, ensuring lintels or arches are incorporated to redistribute loads around these voids. In educational institutions like public schools, proper dimensioning prevents structural failures and enhances longevity.
Load-bearing walls reduce the need for complex frames, lowering overall construction costs. However, they limit architectural flexibility because wall positions dictate room layouts and future modifications can be difficult. This is why high-rise buildings in Nairobi use frame structures instead, reserving load-bearing walls for smaller projects.
Non load-bearing walls are primarily used to partition internal spaces and do not carry structural loads except their own weight. They allow greater flexibility in interior design, which is particularly valuable in commercial and institutional buildings where space usage changes over time.
These walls provide privacy, sound insulation, and fire separation between rooms without supporting floors or roofs. In hospitals, non load-bearing walls often separate wards and offices, enabling easy reconfiguration as patient needs evolve.
Lightweight materials such as gypsum boards on metal studs, timber panels, and hollow concrete blocks are typical. Gypsum board walls are common in Nairobi office buildings due to their smooth finish and ease of installation, while timber panels are used in rural clinics for cost-effectiveness.
Non load-bearing walls require attachment to the main structural frame or load-bearing walls for stability. Proper fixing methods prevent movement and ensure durability. For instance, in a county government office, metal stud walls are anchored to reinforced concrete columns and beams for rigidity.
The main advantage is adaptability, allowing spaces to be changed without affecting the building’s structural integrity. However, these walls offer limited resistance to impact and require maintenance to prevent damage. Acoustic performance can also be a challenge, necessitating additional insulation in noisy environments like schools.
Curtain walls are non-structural external cladding systems that hang from the building frame, providing weather protection and aesthetic appeal. Their use in Kenya’s urban commercial towers and institutional buildings is increasing due to modern architectural trends.
Curtain walls do not carry any load from the building other than their own weight and environmental forces such as wind. They form the building envelope, preventing water ingress and allowing natural light, which improves occupant comfort in office blocks and hotels.
Common types include stick systems, unitized systems, and structural glazing. Stick systems involve assembling mullions and transoms on site, suitable for large projects like Nairobi’s high-rise hotels. Unitized systems are pre-fabricated panels installed quickly, reducing construction time in university buildings. Structural glazing uses glass bonded to frames for sleek façades seen in commercial banks.
Curtain walls typically combine aluminum frames, glass panels, and sealants. Aluminum’s corrosion resistance suits Kenya’s varying climates, while double-glazed glass improves thermal insulation. Sealants prevent water penetration and accommodate thermal expansion, critical for durability in coastal cities like Mombasa.
Curtain walls enhance energy efficiency by controlling solar gain and reducing heat loss. Regular maintenance includes cleaning glass surfaces and inspecting seals to prevent leaks. In Nairobi’s commercial buildings, maintenance contracts ensure façade integrity and preserve the building’s visual appeal.
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Create a free accountThis chapter explored the principles of construction superstructure work, beginning with various building walling types including load-bearing walls, non load bearing walls, and curtain walls, each serving distinct structural and aesthetic functions. It then examined the installation of building openings such as doors, windows, and arches, highlighting their importance in access, ventilation, and architectural design. The chapter provided a detailed overview of building concreting works, covering key processes like batching by weight and volume, manual and mechanical mixing, placing, compacting, and curing to ensure durable concrete structures. Different concreting areas were discussed, focusing on foundations, beams, slabs, columns, and retaining walls, each requiring specific concreting techniques. Roof construction elements were also covered extensively, addressing timber and steel sections, roofing coverings and materials, as well as framing methods. Finally, the chapter emphasized the role of insulation, ventilation, and flashing in protecting the roof and enhancing building performance. Together, these topics provide a comprehensive foundation for understanding and applying superstructure construction principles effectively.
Which of the following wall types primarily supports structural loads in a building?
a) Non load-bearing walls
b) Curtain walls
c) Load-bearing walls
d) Partition walls
(2 marks)
Describe two key differences between load-bearing walls and non load-bearing walls in building construction. (4 marks)
Type: Individual
| Tools & Equipment | Materials |
|---|---|
| Trowel | Cement |
| Spirit level | Sand |
| Plumb bob | Aggregate |
| Tape measure | Concrete blocks |
| Mason's hammer | Water |
| Brick jointer | Binding wire |
| Wheelbarrow | Timber for supports |
| Shovel | |
| Bucket |
| S/N | Item | Quantity |
|---|---|---|
| 1 | Cement bags | 1 bag per 3 Candidates |
| 2 | Sand (sharp, clean) | 0.03 m3 per Candidate |
| 3 | Aggregate (10mm) | 0.04 m3 per Candidate |
| 4 | Concrete blocks (440mm x 215mm x 100mm) | 70 Pcs per Candidate |
| 5 | Masonry nails | 30 Pcs per Candidate |
| 6 | Binding wire | 10 meters per Candidate |
| 7 | Water | Adequate quantity per Candidate |
| 8 | Timber for scaffolding and supports | 2.5 m x 0.1 m x 0.05 m per Candidate |
| Items to be Evaluated | Marks Available | Marks Obtained | Comments |
|---|---|---|---|
| TASK 1: Preparation and Setting Out | |||
| Wore correct PPE: overall, safety boots, gloves (Award 1 mark each or zero x3 = 3 Marks) | 3 | ||
| Measured and marked wall length of 4000mm on foundation (Award 2 marks or zero) | 2 | ||
| Measured and marked wall thickness of 300mm accurately (Award 2 marks or zero) | 2 | ||
| Set out plumb lines and levels using plumb bob and spirit level (Award 3 marks or zero) | 3 | ||
| Sub-Total | 10 | ||
| TASK 2: Wall Construction | |||
| Prepared mortar mix (cement:sand ratio 1:6) correctly (Award 3 marks or zero) | 3 | ||
| Laid concrete blocks in stretcher bond with uniform 10mm joints (Award 4 marks or zero) | 4 | ||
| Ensured wall thickness maintained at 300mm throughout (Award 3 marks or zero) | 3 | ||
| Used binding wire to tie blocks as per specification (Award 2 marks or zero) | 2 | ||
| Maintained wall height of 2400mm as per drawing (Award 3 marks or zero) | 3 | ||
| Cleaned excess mortar from joints and surface (Award 2 marks or zero) | 2 | ||
| Sub-Total | 17 | ||
| TASK 3: Finishing and Quality Checks | |||
| Checked verticality with plumb bob and corrected deviations (Award 3 marks or zero) | 3 | ||
| Checked horizontal level of wall courses with spirit level (Award 3 marks or zero) | 3 | ||
| Ensured uniform joint thickness and neat finishing (Award 3 marks or zero) | 3 | ||
| Removed all debris and cleaned work area (Award 2 marks or zero) | 2 | ||
| Sub-Total | 11 | ||
| PRODUCT CHECKLIST | |||
| Wall length is 4000mm ±10mm (Award 3 marks or zero) | 3 | ||
| Wall thickness is uniform at 300mm ±5mm (Award 3 marks or zero) | 3 | ||
| Wall height is 2400mm ±10mm (Award 3 marks or zero) | 3 | ||
| Wall is plumb within 5mm deviation (Award 3 marks or zero) | 3 | ||
| Wall courses are level and joints are uniform at 10mm ±2mm (Award 3 marks or zero) | 3 | ||
| Wall surface is clean with no mortar droppings (Award 2 marks or zero) | 2 | ||
| Sub-Total | 17 | ||
| GRAND TOTAL | 55 | ||
Type: Individual
| Tools & Equipment | Materials |
|---|---|
| Trowel | Cement |
| Spirit level | Sand |
| Hammer | Concrete blocks |
| Tape measure | Water |
| Mason's line | Wall ties |
| Plumb bob | Binding wire |
| Bucket | Timber for support |
| Hoe | Plastic sheeting |
| S/N | Item | Quantity |
|---|---|---|
| 1 | Cement bags | 1 bag per 3 Candidates |
| 2 | Sand (fine) | 0.1 m3 per Candidate |
| 3 | Concrete blocks 440mm x 215mm x 100mm | 40 Pcs per Candidate |
| 4 | Water | 5 litres per Candidate |
| 5 | Wall ties | 20 Pcs per Candidate |
| 6 | Masonry nails | 10 Pcs per Candidate |
| 7 | Binding wire | 1 roll per 5 Candidates |
| 8 | Timber for temporary support | 2 lengths of 2.5m per Candidate |
| 9 | Plastic sheeting (for curing) | 1 sheet 3m x 2m per Candidate |
| Items to be Evaluated | Marks Available | Marks Obtained | Comments |
|---|---|---|---|
| TASK 1: Preparation and Safety | |||
| Wore correct PPE: overall, safety boots, gloves (Award 1 mark each or zero x 3 = 3 Marks) | 3 | ||
| Checked and prepared mortar mix according to standard ratio (Award 4 marks for correct mix or zero) | 4 | ||
| Set out wall dimensions on foundation using tape measure and mason’s line (Award 5 marks for accuracy or zero) | 5 | ||
| Sub-Total | 12 | ||
| TASK 2: Wall Construction | |||
| Laid first course of blocks with mortar, ensuring level and alignment (Award 5 marks for accuracy or zero) | 5 | ||
| Maintained proper mortar joint thickness of 10mm throughout (Award 4 marks for consistency or zero) | 4 | ||
| Used wall ties and binding wire correctly at 900mm vertical spacing (Award 3 marks or zero) | 3 | ||
| Ensured verticality using plumb bob and spirit level after every 3 courses (Award 4 marks or zero) | 4 | ||
| Completed wall to specified height of 2400mm (Award 2 marks or zero) | 2 | ||
| Sub-Total | 18 | ||
| TASK 3: Finishing and Curing | |||
| Removed excess mortar and ensured neat joints (Award 3 marks or zero) | 3 | ||
| Applied curing by covering wall with plastic sheeting for 7 days (Award 4 marks or zero) | 4 | ||
| Cleaned work area and disposed of waste properly (Award 3 marks or zero) | 3 | ||
| Sub-Total | 10 | ||
| PRODUCT CHECKLIST | |||
| Wall length is 4000mm ±10mm (Award 3 marks for correct dimension or zero) | 3 | ||
| Wall thickness is 300mm ±5mm (Award 3 marks for correct dimension or zero) | 3 | ||
| Wall height is 2400mm ±10mm (Award 3 marks for correct dimension or zero) | 3 | ||
| Wall is plumb and level throughout (Award 4 marks for plumb and level or zero) | 4 | ||
| Mortar joints are uniform and neat (Award 3 marks for neat joints or zero) | 3 | ||
| Wall is stable with proper bonding and wall ties (Award 4 marks for stability and bonding or zero) | 4 | ||
| Wall shows evidence of proper curing (Award 3 marks for curing or zero) | 3 | ||
| Sub-Total | 23 | ||
| GRAND TOTAL | 63 | ||
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