February 2005 Newsletter > Concrete Domes for the Storage of De-icing Products

Concrete Domes for the Storage of De-icing Products

Concrete Dome Glossary of Terms

1. Shotcrete: A rich concrete mixture containing 3/8 inch minus gravel and sand. Shotcrete is prepared at a ready mix plant and delivered to the job site in mixer trucks. Shotcrete is discharged from the truck into a concrete pump and sprayed in place over reinforcement bar.

2. Air-Form: An "air-form" is an inflatable construction form. It is made of fabric similar to roofing membrane fabric but is generally much stronger. This fabric is cut into gores and heat welded to make a form that when inflated will take the shape of the finished building. The air-form becomes an integral part of the completed dome. It stays in place on the dome. This fabric is waterproof and protects the polyurethane foam.

3. Polyurethane Foam: Polyurethane foam as used in the construction of the dome is 2lb density closed cell foam. In the finished dome it remains on the outside of the dome protected by the air-form. It provides an efficient temperature buffer and an added layer of waterproofing.

Insulated reinforced concrete domes are widely used worldwide to store a variety of bulk dry products. Domes built using modern “air-formed” technology, where construction materials (shotcrete and reinforcement bar) are applied on the inside of an inflated airform, permit a wide range of design flexibility. The following addresses design options available to state and municipal planners as the use of an insulated all-concrete dome is considered for the storage of salt and deicing products.

Insulated concrete domes have been used to store salt, deicing material and sand/salt combinations at a number of locations in the USA. Brown County in Georgetown, Ohio (2002) uses a dome that is 100’ in diameter by 50’ in height for the storage of salt. The Virginia Department of Transportation (2002) contains de-icing material in a 140’ diameter by 65’ high dome. The runways at the Denver International Airport are maintained by deicing products stored in insulated concrete domes. Since 1982, many other states and municipalities have enjoyed the benefits provided by a concrete dome for their salt storage needs.

The economic advantages of insulated reinforced concrete domes increase as storage requirements (in tons) likewise increase. The inherent strength of a concrete dome permits the containment of a pile throughout the structure. By contrast domes that use a concrete cylinder for both product containment and roof support are generally limited to storing less than 5000 tons of de-icing material. To understand how a modern insulated concrete dome is well suited for salt storage, a brief review of the construction process is helpful.

Overview of Concrete Dome Construction

Phase IPhase One: Engineering Considerations
The dome must be supported with a properly designed circular ring beam footing. The dome shell must also be properly designed to account for the external and internal forces carried by the shell. Consideration is given to how the de-icing material will enter the dome and how it will be reclaimed from storage. Given these and local code considerations, the engineer designs a dome shell specific to the project’s requirements.

 

Phase 2
Phase 2
Phase Two: Site Work, Air-Form Attachment, and Inflation
The site is excavated, forming is set, and then concrete is placed around reinforcement bar within the footing’s form-work. All construction equipment and shell re-bar is placed in the center of the completed footing.

The air-form is attached to the footing and inflated over the prepositioned crane and construction materials. Inflator fans will support the air-form for the duration of the construction period.

 

Phase 3

Phase Three: Application of Polyurethane Foam
Polyurethane foam is sprayed to the underside of the inflated air-form. Embedded in the foam are thousands of wire insulation hangers or “stickers”. These stickers will provide anchor points that will hold the re-bar steel in place throughout the dome. Because the foam is first placed inside the inflated air-form, when the dome is completed, the foam will actually be outside the shell and under the air-form.

 

 

 

 

Phase 4
Phase 4
Phase Four: Placement of Re-bar and Shotcrete
Inside the inflated air-form, Grade 60 reinforcement bar is placed according to design requirements. Shotcrete is then applied in thin layers in a method that ensures proper coverage of the rebar steel. Quality assurance standards must be rigidly enforced along with ongoing safety procedures. A customer should insist on review of the contractor’s safety and quality assurance program and require credentials that demonstrate successful construction of similar projects. Once the shotcrete is applied and the reinforcement bar is properly embedded to the design depth, the major construction effort is complete. The shell is now ready for the finish work.

 

 

 

 

Conclusion
The modern insulated, reinforced concrete dome offers superior strength and wide design flexibility. Because the dome shell is insulated on the outside, exterior temperature swings don’t as readily produced interior moisture. The dome’s strength allows for loader operation without fear that the structure will sustain damage. The shell is virtually fireproof and leak-proof. It can handle extremely high winds and seismic forces. Dome Technology maintains a web site to aid engineers and potential customers as the use of a dome is considered. Due diligence in proper pre-design analysis is important to ensure that the most efficient shape and size of dome is specified for the requirements of the project.

Other Design Considerations
If available property is limited, then perhaps a dome incorporating a stemwall is most suitable for consideration.

If product is to be reclaimed by frontend loader or by an offset under-ground discharge system, the dome can be designed to facilitate an "asymmetrical" pile. In this design, product is loaded just off the dome's apex, rather than directly through the center top of the dome.

Due to the inherent strength of concrete domes, large openings for conveyors or for other purposes can be incorporated into the shell design. Likewise, tunnels (if required) for outbound product, can be constructed either above or below grade.

Jeff Crandall
Senior Sales Rep.
Dome Technology, Inc.
Idaho Falls, ID
www.dometech.com