Topics: Concrete, Pile driver, Architect Pages: 5 (984 words) Published: February 19, 2013
Underpinning is a method used to increase foundation depth or repairing faulty foundations. This might be the case if you plan to add stories to an existing structure or when the foundation has been damaged. One visible sign that your building needs underpinning are cracks appearance. When a building needs a foundation repair some cracks, especially wider than ¼ inch appear visible, meaning than an underpinning needs to be done. Foundation failures could also be considered as heaved foundations, cracked or buckled walls and cracked concrete floors. Underpinning: Mass Pour

The most used method of underpinning is mass pour method. Excavate sections in sequence to a pre-established depth below the footing and place concrete on each pit. Repeat the method until the entire affected area has been underpinned. Underpinning: Screw Piles and Brackets

Underpinning with screw piles and brackets is normally used in certain instances where traditional underpinning process is not possible.Some buildings might require excavating to great depths or maybe is unfeasible to use a piling rig and the screw piles and brackets method is then selected. The screw piles and brackets can be installed by only a two man crew by hand or using small equipment such as a mini excavator. Screw piles can be installed in foundations having the capacity to work in tension and compression, withstand vertical and lateral wind forces, and vibration and shear forces. They are ideal when used with underpinning support brackets. The structure can then be lifted back to a level position and the weight of the foundation transferred to the pier and bracket system. Screw piles have many advantages over traditional pilings, such as the speed of installation, little noise and minimal vibration that may cause damage to the surrounding area. Underpinning: Pile and Beam

Underpinning with pile and beams is another great and preferred method to alleviate footing. Using this system requires that a min-pile must be installed on either side of the affected wall. After the piles have been installed, then brickwork is removed below the wall and reinforced concrete needle beam is used to connect the piles and support the wall. Reducing the distance between needle beams can accommodate very high loads. The bearing capacity of the underlying strata will determine the number, diameter, depth and spacing of piles used.Augered piles or case driven piles can be used with this method of underpinning. The advantages of underpinning with pile and beams are: * Suitable for restricted access

* Faster than traditional underpinning
* High load capability
* Less disruption, less spoil generated and completed quickly Underpinning: Piled Raft
Underpinning with piled raft, must be used when the whole structure need to be underpinned. It is recommended when foundations are too deep for other underpinning methods or in areas where thesoil is so hard that small equipment could not excavated up to require depth. Piles are placed at determined locations by loading conditions; then pockets below footings are broken, and reinforced needle beams are placed to bear the wall’s load. A ring beam is then built to link all needles and the structure is poured with concrete. Advantages of this system are:

* Provides lateral and traverse ties throughout the structure. * Economical at depths greater than 1.5m.
* No need for external access.
* Reduces disruption to drainage systems.
What is Underpinning? Underpinning Tips
* Underpinning in foundation should be addressed and supervised by an engineer. * The underpinning process must be started from the corners and the working inwards. * Underpinning must be made only on load bearing walls.

* Do not underpin below non-load bearing walls.
* Start underpinning under a strip of footing. It is recommended to start with at least 3 feet long, two feet wide and two feet depth. * After the excavation has been completed...
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