3D printing Aerodynamic engineering Aeronautical engineering Aeronautical engineering books Airports Architecture Artificial intelligence Automobiles Blast Resistant Design Books Bridges Building Codes Cabin Systems Civil Engineering Codes Concrete Conferences Construction Management Construction Materials Cooling Cryptocurrency Dams Do it Yourself Docks and Harbours Downloads Earthquake Engineering Electronics Engineering Engines Environmental Design & Construction Environmental Engineering Estimation Fluid Mechanics Fluid Mechanics Books Formwork design foundation engineering General Geotech Books Geotechnical Engineering Global Positioning System HVAC Hydraulics Hydraulics Books Hydro Power Hydrology Irrigation Engineering Machinery Magazines Management Books Masonry Mechanical Engineering Mechanics Mechanics Books Miscellaneous Books Modern Steel Construction Nanotechnology Natural Hazards Network Security Engineer Networking Systems News Noise and Attenuation Nuclear Engineering Nuclear Hazards to Buildings Pavement Design Prestressed Concrete Project Management Project Management Books Quantity Survey Quantity Survey Books railways RCC Structural Designing Remote Sensing Remote Sensing and GIS Books Renewable Energy Reports Resume Roads scholarships Smart devices Software Software Engineering Soil Mechanics Solar Energy Special Concrete Spreadsheets Steel Steel Spreadsheets Structural Analyses structures Structures Books Surveying Surveying Books Testing Thermodynamics Thesis Transportation Books Transportation Engineering Tunnel Engineering Wind Energy Zero Energy Buildings

Considerations for Concrete Formwork Design

Designing and building formwork effectively requires a basic understanding of how concrete behaves as it exerts pressure on formwork. Concrete exerts lateral pressure on the formwork. The formwork is designed based on these lateral forces.

Considerations for Concrete Formwork Design
Lateral concrete pressure on formwork is affected by: 

1) Height of concrete pour
2) Concrete pour rate
3) Weight of concrete
4) Temperature
5) Type of cement
6) Vibration
7) Concrete slump (water–cement ratio)
8) Chemical additives

1) Height of concrete pour: Before concrete hardens, it acts like a liquid and pushes against the forms the way water presses against the walls of a storage tank. The amount of pressure at any point on the form is directly determined by the height and weight of concrete above it. Pressure is not affected by the thickness of the wall.

Considerations for Concrete Formwork Design
Fig: Lateral concrete pressure on formwork
2) Concrete pour rate: Concrete pressure at any point on the form is directly proportional to the height of liquid concrete above it. If concrete begins to harden before the pour is complete, the full liquid head will not develop and the pressure against the forms will be less than if the pour were completed before any of concrete hardened.
Once concrete hardens it cannot exert more pressure on the forms even though liquid concrete continues to be placed above it. The following diagrams illustrates how form pressure varies when the pour rate is increased from one level to another level. For ease of explanation, it is assumed that concrete hardens in one hour (typically) at 21°C.
Considerations for Concrete Formwork Design
Fig: Concrete pressure on formwork during hardening
When the pour rate is increased the pressure also increases as shown below:

Considerations for Concrete Formwork Design
Fig: Concrete pressure on formwork due to higher pour rate
3) Weight of Concrete: Pressure exerted against the forms is directly proportional to the unit weight of concrete. Light weight concrete will exert less pressure than normal weight concrete as shown below:

Considerations for Concrete Formwork Design
Fig: Pressure on formwork due to normal and lightweight concretes

 4) Temperature: The time it takes concrete to harden is influenced greatly by its temperature. The higher the temperature of the concrete, the quicker it will harden. Most formwork designs are based on an assumed average air and concrete temperature of 21°C. At low air temperatures, the hardening of concrete is delayed and you need to decrease your pour rate or heat your concrete to keep the pressure against the formwork from increasing. Ideally, concrete should be poured at temperatures between 16°C and 38°C. Outside this temperature range there is often insufficient moisture available for curing. If adequate water for curing is not available or freezes, the strength of the concrete will suffer.

5) Type of Cement: The cement type will influence the rate at which concrete hardens. A high early strength concrete will harden faster than normal concrete and will allow a faster pour rate. When using a cement which alters the normal set and hardening time, be sure to adjust the pour rate accordingly.

6) Vibration: Internal vibration consolidates concrete and causes it to behave like the pure liquid. If concrete is not vibrated, it will exert less pressure on the forms. ACI recommended formulas for form pressures may be reduced 10% if the concrete is spaded rather than internally vibrated. Re-vibration and external vibration result in higher form loads than internal vibration. These types of vibration require specially designed forms.

7) Concrete Slump: When concrete has very low slump, it acts less like a liquid and will transmit less pressure. When using concrete with a slump greater than 100 mm, the formwork should be designed to resist full liquid head.

8) Chemical additives: When using chemical additives – i.e. retarders, plasticizers, etc. – make sure to refer to the vendor’s application data.

Author Name


Contact Form


Email *

Message *

Powered by Blogger.