Within the design build industry there have been attempts to construct an on site dome using carpenters and scaffold. The results have been marginal at best in achieving a uniform roof system such as a dome. While absorbing high labor costs and excessive waste of materials the outcome is often unpredictable both in the control of the craftsmanship and the conveyance of strength through the system. This kind of performance gives the Architect or designer a real challenge. How can he project his finishes when there is such little control of the materials?
The solution is to use a Dome Kit of the type provided by the present invention. The kit has a uniform system of parts that when assembled into a dome shaped structural system, does provide a predictable cost and understandable resolve in dimensions, strength and options for aesthetic and code related concerns. In using the Dome Kit you can determine the response needed to handle loads and other reactive forces acting through the roof diaphragm. This is particularly useful to professional engineers in designing and constructing dome shaped structural systems, i.e. structural systems that are dome shaped, and designed to handle the types of loading to which building structures are subjected.
The placement of a dome shaped structural system produced with a Dome Kit, according to the present invention, may be used as an integrated system within other roofing systems commonly associated with the residential and commercial building industry. It can be used creatively in achieving a variety of interior environments and exterior elevations. The Dome Kit responds to the larger building industry as well as the home owner or do-it-yourself individual. The Dome Kit offers a predictable project cost and provides many other options.
In the concrete monolithic type dome the routing of mechanical air supply ducting or electrical fixture distribution is not possible. The same goes for the plastic and glass domes. The concrete, plastic and glass domes have an absence of insulation quality and an inability to integrate easily into adjacent horizontal and vertical building assemblies. The Dome Kit allows options in each of these areas. The compression ring at the top of the dome kit also offers an opening for a skylight or a cupola.
The Dome Kit was developed from the applicant's personal need to have such a product. As a designer and builder the applicant could not find such a product from the market that serves the building industry. Applicant also wanted to satisfy the following objectives;
1. Create a uniform building system for dome shaped structural systems.
2. Provide the Architect, the Builder and the Home Owner, a kit for building a dome shaped structural system that can be specified in the proposed building plans and be successfully incorporated into a building structure.
3. Provide options for mechanical, electrical and natural light systems within a dome type structure. A dome shaped structural system produced from the Dome Kit preferably includes ribs that are formed of wood and have spaces between adjacent ribs, so that mechanical, electrical and/or natural light systems can be located in those spaces, and, if desired, conveniently connected to the ribs.
4. To satisfy the 2000 International Residential Code with the ability for an R-38 insulation value that within the dome becomes contiguous and equal to the insulation value in the adjoining roof assembly.
5. To assign a predetermined strength to the individual components of the Dome Kit, whereby the options for varied elevations and diameters of dome shaped structural systems produced from the Dome Kit can be achieved easily.
6. To have options for achieving exterior finishes based on the project budget, project setting and overall aesthetic intent. This can be readily carried out knowing that a dome shaped structural system produced from the “Dome Kit” can be roofed with multiple choices in roofing systems.
These and other features of the present invention will become further apparent from the following detailed description and the accompanying drawings.
At the end of the following detailed description there is a Parts List of the various parts that are illustrated in the Figures and referenced in the detailed description.
The “Dome Kit” is a kit, preferably of wood and steel parts that are assembled to make a dome shaped structural system of the type shown in
All parts for forming a dome shaped structural system are preferably included in the kit. The kit also preferably includes text and drawings that provide a clear and concise method for assembly of the parts into the dome shaped structural system. The context for which the Dome Kit is used by others and the purpose behind this written explanation for assembly relates to the individual or individuals who will be assembling it. Whether or not the builder is directly involved in the assembly, the builder should be available for consultation as to where the assemblers set up. The builder who will be moving and placing the dome shaped structural system after it is fully assembled must be aware of the logistics involved and coordinate his efforts with those of the assemblers. The moving and placing of a fully assembled dome shaped structural system is not considered part of the Dome Kit use or assembly.
The three main components of a dome shaped structural system assembled from a Dome Kit are the compression ring 1, wood ribs 2 and the lower steel ring 3 (see e.g.
In
Initially, all bolting at the splice assemblies 4 should be loose fitting to ensure alignment at all splice plates 11 prior to final tightening. Using the splice plate 11 insert the ⅝″ bolts 12 so that the threaded portion of the bolt goes to the inside of the lower steel rings. With the lower ring sections assembled follow the next step.
Study the
The assembler will need to position the compression ring 1 at the appropriate height in the exact center of the lower steel ring 3. Use an apparatus such as a pair of saw horses or a mounting block. The mounting apparatus, blocking and shims are not included in the Dome Kit. Place them on the ground, at the center of the lower steel ring 3. Adjust the apparatus to the desired height which will be the dome's elevation 18 or 19 (
To assemble the ribs 2 into the structure, begin by placing a first set of wood ribs 2 into the lower steel ring 3 (one set of ribs equals two ribs). The lower portion of wood rib depth is notched (
Use the ⅝″ bolts, nuts, washers 12 and steel backup plates 14 and 16 provided in the Dome Kit to secure the rib to the rib mounting flange 13, thereby coupling the upper end of the rib with the compression ring 1. Boltholes 10 are provided factory ready at both ends of the wood rib 2, the 4″ angle 15, the rib-mounting flange 13 and all of the steel backup plates 14 and 16. Loosely bolt the connections
One set of ribs equals two ribs. Three sets of ribs equals six total. Always position one rib across from the other when beginning the assembly. After positioning the first or the second set of ribs, depending on the accuracy first taken by the assemblers, it may be useful to adjust the support dimension below the compression ring 1 by adding or subtracting wood blocks or shims to obtain a reasonable height 18 for achieving the rib 2 placement.
The second set of wood ribs 2 should be at 90 degrees or a right angle to the first set. This will help level and secure the compression ring 1. Be sure of the alignment and the fitting on both axis's at this time. Now the bolting should be made snug at the compression ring 1 and lower steel ring 3 connections
If the dome shaped structural system being assembled is similar to
It is believed the following additional comments will be useful to those in the art.
1. In the 10 foot to 36 foot range of “dome kit” offering, the rib dimensions remain constant at 3 inches by 12 inches. They grow or shrink in curvature and length per each customer order.
2. The lower rings 3 remain the same. A ¼ inch by 3 inch flat stock steel is used for the inner and outer rings and the gussets. The amount of gusset locations used always equal the number of wood ribs. There is one gusset 7 in-between every rib destination at the lower steel ring, except where a splice assembly occurs. There will be two gussets 8 at each splice assembly (
3. The 4 inch steel angle 15 within the lower steel rings 3 does not change. One for each rib 2.
4. The compression ring 2 begins at a 36 inch outside diameter at the 10 foot dome kit and increases after the 16 foot diameter to a 5 foot outside diameter at the 36 foot diameter dome kit.
5. All steel angles, gussets, rib mounting flanges and the compression ring are factory welded. Factory welds are performed by certified welders to meet or exceed the ASTM standards as required.
6. The steel backup plates remain constant and do not change from the 10 foot to the 36 foot diameter dome kit.
7. As seen from
8. While a preferred Dome Kit includes all hardware components required to assemble a dome shaped structural system, it is believed possible to practice the assembly process and produce a dome shaped structural system from a Dome Kit that includes some hardware components, and has specifications for the other hardware components that can be acquired separately by (or for) the assembler. Additionally, because of the nature of the components that make up a Dome Kit, the components forming part of the Dome Kit may be included in a single package or container (or provided on a pallet with a shrink wrap cover), or may be packaged separately (or not packaged at all), but will be bundled or otherwise provided in a way that makes them all available to an assembler.
Accordingly, as seen from the foregoing description, applicant has provided a new and useful dome kit that can be used to conveniently assemble a new and useful dome structure, by a new and useful method. With the foregoing description in mind, various ways to configure a dome kit, and to assemble a new and useful dome structure will become apparent to those in the art.
This application is related to and claims priority from U.S. provisional application Ser. No. 60/409,415, filed Sep. 10, 2002, which provisional application is incorporated by reference herein.
Number | Name | Date | Kind |
---|---|---|---|
2582723 | Stemmons et al. | Jan 1952 | A |
3270470 | Wilkie, et al. | Sep 1966 | A |
3633547 | Stevens et al. | Jan 1972 | A |
3894367 | Yacaboni | Jul 1975 | A |
3916589 | Richter | Nov 1975 | A |
3999336 | Bance | Dec 1976 | A |
3999337 | Tomassetti et al. | Dec 1976 | A |
4244152 | Harper, Jr. | Jan 1981 | A |
4245809 | Jackson | Jan 1981 | A |
4260276 | Phillips | Apr 1981 | A |
4357782 | Peter | Nov 1982 | A |
4400927 | Wolde-Tinase | Aug 1983 | A |
4402422 | Honath et al. | Sep 1983 | A |
4488392 | Pearcey et al. | Dec 1984 | A |
4541210 | Cook | Sep 1985 | A |
4671693 | Rossman | Jun 1987 | A |
4698941 | Rieder et al. | Oct 1987 | A |
4720947 | Yacaboni | Jan 1988 | A |
5067288 | Takahama et al. | Nov 1991 | A |
5130915 | Lerch | Jul 1992 | A |
5146719 | Saito et al. | Sep 1992 | A |
5170599 | Knight | Dec 1992 | A |
5202361 | Zimmerman et al. | Apr 1993 | A |
5313763 | Oram | May 1994 | A |
5371983 | Kawaguchi et al. | Dec 1994 | A |
5440840 | Levy | Aug 1995 | A |
5502928 | Terry | Apr 1996 | A |
5724775 | Zobel et al. | Mar 1998 | A |
5857294 | Castro | Jan 1999 | A |
6282842 | Simens | Sep 2001 | B1 |
6324792 | DeGarie | Dec 2001 | B1 |
6748712 | Likozar et al. | Jun 2004 | B1 |
Number | Date | Country | |
---|---|---|---|
60409415 | Sep 2002 | US |