VSL

Dome roof on prestressed concrete tank

DuraStor™ Tank Roof Options

Flat roof prestressed concrete tankFlat Roof Option

Similar to the floor, the roof slab is cast in a single placement with no construction joints. This method results in a watertight slab that eliminates the possibility of substances entering the tank and contaminating the contents. The roof slab is column-supported with typical spans in the 30-foot range each way. Slab thickness is approximately 8 inches. Roof shoring is placed immediately following the column and column footing placement to minimize construction time. Post-tensioning tendons are placed orthogonally as in a typical two-way suspended slab and are "stage stressed" in the same manner as the floor slab tendons. After the tendons are stressed, the shoring is removed through access hatches.

Dome roof prestressed concrete tankDome Roof Option

Column-supported flat roofs are often chosen for buried tanks or where a less visible tank is desired. A cast-in-place concrete dome is an efficient option for circular tanks where a flat roof is not required

Tank Roof Comparison Chart

Below is a comparison of tank roofs (AWWA D110-04 / AWWA D115-06). 
View full comparison.

Roof Slab:

AWWA D110-04 Code 

Wrapped Prestressed Tank

AWWA D115-06 Code

Tendon Prestressed Tank

Concrete placement

 

multiple placements - shrinkage cracking and joints with horizontal waterstops that are a potential for contamination and maintenance

 

single placement is standard practice, no joints

Method of reinforcement

 

mild steel only

3.8.1

prestressed with 150 psi minimum residual precompression in each direction

Membrane required to prevent leakage into tank?

 

possibly - depending on roof slope and if leakage needs to be prevented

3.8.4

no, concrete surface is crack-free and sloped 1% minimum for drainage 

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