US20070251185A1 - Dual-bias airbeam - Google Patents
Dual-bias airbeam Download PDFInfo
- Publication number
- US20070251185A1 US20070251185A1 US11/405,158 US40515806A US2007251185A1 US 20070251185 A1 US20070251185 A1 US 20070251185A1 US 40515806 A US40515806 A US 40515806A US 2007251185 A1 US2007251185 A1 US 2007251185A1
- Authority
- US
- United States
- Prior art keywords
- bias
- fiber layer
- degrees
- braided
- airbeam
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Abandoned
Links
- 230000004888 barrier function Effects 0.000 claims abstract description 4
- 239000000835 fiber Substances 0.000 claims description 24
- 239000000463 material Substances 0.000 claims description 2
- 239000010410 layer Substances 0.000 abstract description 27
- 239000002346 layers by function Substances 0.000 abstract description 3
- 230000003014 reinforcing effect Effects 0.000 abstract description 2
- 230000002787 reinforcement Effects 0.000 description 6
- 238000005452 bending Methods 0.000 description 5
- 239000000853 adhesive Substances 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000012783 reinforcing fiber Substances 0.000 description 2
- 239000011248 coating agent Substances 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/005—Girders or columns that are rollable, collapsible or otherwise adjustable in length or height
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/28—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of materials not covered by groups E04C3/04 - E04C3/20
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H15/00—Tents or canopies, in general
- E04H15/20—Tents or canopies, in general inflatable, e.g. shaped, strengthened or supported by fluid pressure
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H15/00—Tents or canopies, in general
- E04H15/20—Tents or canopies, in general inflatable, e.g. shaped, strengthened or supported by fluid pressure
- E04H2015/201—Tents or canopies, in general inflatable, e.g. shaped, strengthened or supported by fluid pressure with inflatable tubular framework, with or without tent cover
Definitions
- the present invention is a braided airbeam intended to support a load.
- the otherwise collapsible airbeam structure derives its stiffness and strength from inflation by a gas under pressure and fiber reinforcement.
- Airbeams are tubular, having a circular cross-section, and may either be straight or manufactured with a shape, such as an arch.
- Arch-form airbeams are commonly used to support temporary or transportable shelters (tents).
- Airbeams usually comprise an inner layer of flexible material that prevents leakage of the inflation gas.
- An outer layer of reinforcing fiber provides strength against burst and adds strength and stiffness in bending. Coated fabrics are also known.
- Braided and woven designs of fiber are used for reinforcement, seamed or seamless. Braided reinforcement is always seamless with added axial fibers (parallel to the tube centerline) to provide bending strength and stiffness. Brown and Sharpless describe ways of including axial fibers in airbeam reinforcement design that are suitable for straight or curved airbeams (U.S. Pat. Nos. 5,421,128 and 5,735,083).
- Braided airbeams have superior structural properties compared to woven airbeams, at least in part because a design with three fiber orientations instead of two as in woven types, has superior bending and shear strength and stiffness, and is more efficient at converting the tensile properties of the yarn used for reinforcement into high inflation pressure capability.
- This invention has many of the advantages of previous braided airbeam designs, but can be manufactured at lower cost. This invention enables the manufacture of airbeams of almost any desired shape, including three-dimensional curved shapes that do not lie in a single plain. This invention provides a type of airbeam that is robust and damage tolerant by virtue of the multiple layers of high strength reinforcement.
- the dual-bias airbeam has three functional layers.
- the inner two layers are the same as other braided airbeams: a flexible gas barrier and a braided reinforcing layer with a bias angle greater than 54.7 degrees.
- a third layer, also of braided yarn, is over the first braided layer and has a bias angle less than 54.7 degrees.
- FIG. 1 shows a dual-bias airbeam with ends omitted to illustrate the elements of the cylindrical structure.
- FIG. 2 is a cross-section view.
- FIG. 3 is a partial side view in which each layer is cut and laid flat for illustration.
- the cylinder is defined by its centerline 2 .
- the gas retention liner 3 lies inside the reinforcing fiber layers that are further illustrated in FIG. 2 , a section view in which the low-bias braid layer 4 is immediately over the liner 3 , the high bias braid layer being on the outside.
- Adhesive (not shown) is used to bind the three layers 3 , 4 and 5 together once the structure is complete as illustrated.
- the centerline 2 is projected onto the view and is used as a reference for the bias angles 6 a, 6 b, 7 a and 7 b.
- the high-bias braid layer comprises fibers that are parallel to fiber 4 a and interlaced with another set of fibers parallel to 4 b. Fibers 4 a and 4 b are oriented with bias angles 6 a and 6 b respectively with 6 a and 6 b being equal and opposite angles, each greater than 54.7 degrees.
- the low-bias braid angle comprises fibers that are parallel to fiber 5 a and are interlaced with another set of fibers parallel to 5 b. Fibers 5 a and 5 b are oriented with bias angles 7 a and 7 b respectively, with 7 a and 7 b being equal and opposite angles, each less than 54.7 degrees.
- the structure is stable dimensionally when inflated only when one layer has a high bias angle greater than 54.7 degrees and the other has a low bias angle less than 54.7 degrees.
- the choice of bias angles in the design of an inflatable structure determines the tension in each layer due to inflation pressure and to external loads, as well as determining the structural characteristics, e.g., bending stiffness of the pressurized inflatable structure.
- the airbeams of this invention can have the functional layers in any order.
- the low bias angle layer 4 can reside inside the high bias angle layer 5 .
- Means for retaining the gas with other than the layer of elastic film 3 are available.
- One example is with coatings that fill the spaces between the fiber layers.
- This invention also pertains to curved beams as well as straight.
- the beams are simply urged into the desired curved shape prior to the application of adhesive coating that binds the layers of fibers 4 and 5 together.
- Curvature involves a slight variation in bias angles 6 a, 6 b, 7 a and 7 b, compared to the straight preform, before curving.
- Tapered, inflatable beams are a variation of this invention.
- the bias angles 6 a, 6 b, 7 a, and 7 b will vary as the diameter tapers if the braid is originally manufactured at constant diameter and bias angle. Tapered beams with constant bias angles 6 a, 6 b, 7 a, and 7 b can also be produced.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Fluid Mechanics (AREA)
- Laminated Bodies (AREA)
Abstract
An airbeam, inflated to create a structural member, has three functional layers in its wall: a flexible gas barrier and a braided reinforcing layer plus the novelty of an additional braided layer. Key design factors are the bias angles of the braids in the two braided layers: that of the inner one greater than 54.7 degrees bias angle and of the outer one less than 54.7 degrees bias angle. The two layers of braid being slipped over another allows the airbeam to be formed with bends for a wide variety of shapes.
Description
- The present invention is a braided airbeam intended to support a load. The otherwise collapsible airbeam structure derives its stiffness and strength from inflation by a gas under pressure and fiber reinforcement. Airbeams are tubular, having a circular cross-section, and may either be straight or manufactured with a shape, such as an arch. Arch-form airbeams are commonly used to support temporary or transportable shelters (tents).
- Airbeams usually comprise an inner layer of flexible material that prevents leakage of the inflation gas. An outer layer of reinforcing fiber provides strength against burst and adds strength and stiffness in bending. Coated fabrics are also known.
- Braided and woven designs of fiber are used for reinforcement, seamed or seamless. Braided reinforcement is always seamless with added axial fibers (parallel to the tube centerline) to provide bending strength and stiffness. Brown and Sharpless describe ways of including axial fibers in airbeam reinforcement design that are suitable for straight or curved airbeams (U.S. Pat. Nos. 5,421,128 and 5,735,083).
- Braided airbeams have superior structural properties compared to woven airbeams, at least in part because a design with three fiber orientations instead of two as in woven types, has superior bending and shear strength and stiffness, and is more efficient at converting the tensile properties of the yarn used for reinforcement into high inflation pressure capability.
- This invention has many of the advantages of previous braided airbeam designs, but can be manufactured at lower cost. This invention enables the manufacture of airbeams of almost any desired shape, including three-dimensional curved shapes that do not lie in a single plain. This invention provides a type of airbeam that is robust and damage tolerant by virtue of the multiple layers of high strength reinforcement.
- The dual-bias airbeam has three functional layers. The inner two layers are the same as other braided airbeams: a flexible gas barrier and a braided reinforcing layer with a bias angle greater than 54.7 degrees. A third layer, also of braided yarn, is over the first braided layer and has a bias angle less than 54.7 degrees. With the two layers of braid slipped over one another, i.e., not interwoven during the manufacturing process, the airbeam can be bent into almost any desired shape. After the two layers are bonded to one another, the inflated airbeam becomes stiff in response to bending and/or shear loads. The outer layer with low bias angle performs much the same function as tri-axial fibers or bonded straps in other braided airbeams.
-
FIG. 1 shows a dual-bias airbeam with ends omitted to illustrate the elements of the cylindrical structure. -
FIG. 2 is a cross-section view. -
FIG. 3 is a partial side view in which each layer is cut and laid flat for illustration. - In
FIG. 1 the cylinder is defined by itscenterline 2. Thegas retention liner 3 lies inside the reinforcing fiber layers that are further illustrated inFIG. 2 , a section view in which the low-bias braid layer 4 is immediately over theliner 3, the high bias braid layer being on the outside. Adhesive (not shown) is used to bind the three 3, 4 and 5 together once the structure is complete as illustrated.layers - In
FIG. 3 thecenterline 2 is projected onto the view and is used as a reference for the 6 a, 6 b, 7 a and 7 b. The high-bias braid layer comprises fibers that are parallel tobias angles fiber 4 a and interlaced with another set of fibers parallel to 4 b. 4 a and 4 b are oriented withFibers 6 a and 6 b respectively with 6 a and 6 b being equal and opposite angles, each greater than 54.7 degrees. The low-bias braid angle comprises fibers that are parallel tobias angles fiber 5 a and are interlaced with another set of fibers parallel to 5 b. Fibers 5 a and 5 b are oriented with 7 a and 7 b respectively, with 7 a and 7 b being equal and opposite angles, each less than 54.7 degrees.bias angles - The structure is stable dimensionally when inflated only when one layer has a high bias angle greater than 54.7 degrees and the other has a low bias angle less than 54.7 degrees. The choice of bias angles in the design of an inflatable structure determines the tension in each layer due to inflation pressure and to external loads, as well as determining the structural characteristics, e.g., bending stiffness of the pressurized inflatable structure.
- The order of layers is described above in the preferred embodiment, although the airbeams of this invention can have the functional layers in any order. For example, the low
bias angle layer 4 can reside inside the highbias angle layer 5. Means for retaining the gas with other than the layer ofelastic film 3 are available. One example is with coatings that fill the spaces between the fiber layers. - This invention also pertains to curved beams as well as straight. The beams are simply urged into the desired curved shape prior to the application of adhesive coating that binds the layers of
4 and 5 together. Curvature involves a slight variation infibers 6 a, 6 b, 7 a and 7 b, compared to the straight preform, before curving.bias angles - Tapered, inflatable beams are a variation of this invention. The
6 a, 6 b, 7 a, and 7 b will vary as the diameter tapers if the braid is originally manufactured at constant diameter and bias angle. Tapered beams withbias angles 6 a, 6 b, 7 a, and 7 b can also be produced.constant bias angles
Claims (4)
1. An inflatable structure having tubular form, comprising:
a gas barrier layer, an inner fiber layer and an outer fiber layer, said gas barrier layer being a closed, gas-tight envelope constructed using flexible material and including valve means for introducing and removing inflation gas; said inner fiber layer having a tubular braided form with a bias angle measured from a reference line lying parallel to the centerline of the tubular form of greater than 54.7 degrees; said outer fiber layer having a tubular form with a braided bias angle measured from a reference line lying parallel to the centerline of the tubular form of less than 54.7 degrees, said inner fiber layer and said outer fiber layer being adhesively bonded together.
2. The inflatable structure of claim 1 in which said inner fiber layer has a bias angle of less than 54.7 degrees and said outer fiber layer has a bias angle greater than 54.7 degrees.
3. The inflatable structure of claim 1 with a curved shape.
4. The inflatable structure of claim 1 with a tapered shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US11/405,158 US20070251185A1 (en) | 2006-04-17 | 2006-04-17 | Dual-bias airbeam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US11/405,158 US20070251185A1 (en) | 2006-04-17 | 2006-04-17 | Dual-bias airbeam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US20070251185A1 true US20070251185A1 (en) | 2007-11-01 |
Family
ID=38647001
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US11/405,158 Abandoned US20070251185A1 (en) | 2006-04-17 | 2006-04-17 | Dual-bias airbeam |
Country Status (1)
| Country | Link |
|---|---|
| US (1) | US20070251185A1 (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2464757A (en) * | 2008-10-28 | 2010-05-05 | Ready Set Goal Ltd | Inflatable tubular member with helical reinforcement |
| US20100139175A1 (en) * | 2008-09-05 | 2010-06-10 | Dynamic Shelters, Inc. | Method and Apparatus for Distributing a Load About an Air Beam |
| US20100146868A1 (en) * | 2008-09-05 | 2010-06-17 | Stanislaw Lukasiewicz | Air Beam with Stiffening Members and Air Beam Structure |
| US20110139956A1 (en) * | 2008-01-16 | 2011-06-16 | Bdz Holdings Ltd | Temporary support |
| GB2552930A (en) * | 2016-07-13 | 2018-02-21 | Better Galaxy Ltd | Inflatable pole |
| US10179998B1 (en) * | 2017-01-31 | 2019-01-15 | Argonaut Inflatable Research And Engineering, Inc. | Air-beam aircell communicating airflow port assembly and cooperating structural cover port aperture |
| US10363670B1 (en) | 2015-11-04 | 2019-07-30 | Ryan Gundling | Devices, systems, and methods for dynamic bending of inflatable structures |
| US10865585B1 (en) * | 2017-11-01 | 2020-12-15 | Textum Weaving, Inc. | Lightweight load bearing inflatable tubular structures |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5421128A (en) * | 1994-01-14 | 1995-06-06 | Sharpless; Garrett C. | Curved, inflated, tubular beam |
| US5579609A (en) * | 1994-06-10 | 1996-12-03 | Tracor, Inc. | Rigidizable inflatable structure |
| US5677023A (en) * | 1996-10-10 | 1997-10-14 | Brown; Glen J. | Reinforced fabric inflatable tube |
| US6112634A (en) * | 1998-01-08 | 2000-09-05 | A&P Technology, Inc. | High coverage area braiding material for braided structures |
| US6182398B1 (en) * | 1997-11-21 | 2001-02-06 | A&P Technology, Inc. | Curved air beam |
-
2006
- 2006-04-17 US US11/405,158 patent/US20070251185A1/en not_active Abandoned
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5421128A (en) * | 1994-01-14 | 1995-06-06 | Sharpless; Garrett C. | Curved, inflated, tubular beam |
| US5579609A (en) * | 1994-06-10 | 1996-12-03 | Tracor, Inc. | Rigidizable inflatable structure |
| US5677023A (en) * | 1996-10-10 | 1997-10-14 | Brown; Glen J. | Reinforced fabric inflatable tube |
| US6182398B1 (en) * | 1997-11-21 | 2001-02-06 | A&P Technology, Inc. | Curved air beam |
| US6112634A (en) * | 1998-01-08 | 2000-09-05 | A&P Technology, Inc. | High coverage area braiding material for braided structures |
Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US10082239B2 (en) | 2008-01-16 | 2018-09-25 | Indian Industries, Inc. | Temporary support |
| EP2240656B1 (en) * | 2008-01-16 | 2016-07-06 | BDZ Holdings Ltd | Temporary support |
| US8684327B2 (en) | 2008-01-16 | 2014-04-01 | Indian Industries, Inc. | Temporary support |
| US20110139956A1 (en) * | 2008-01-16 | 2011-06-16 | Bdz Holdings Ltd | Temporary support |
| US9050513B2 (en) | 2008-01-16 | 2015-06-09 | Indian Industries, Inc. | Temporary support |
| EP2628510A1 (en) * | 2008-01-16 | 2013-08-21 | BDZ Holdings Ltd | Tubular member |
| AU2009204742B2 (en) * | 2008-01-16 | 2015-09-17 | Bdz Holdings Ltd | Temporary support |
| US20100139175A1 (en) * | 2008-09-05 | 2010-06-10 | Dynamic Shelters, Inc. | Method and Apparatus for Distributing a Load About an Air Beam |
| US8991104B2 (en) | 2008-09-05 | 2015-03-31 | Dynamic Shelters Inc. | Method and apparatus for distributing a load about an air beam |
| US20100146868A1 (en) * | 2008-09-05 | 2010-06-17 | Stanislaw Lukasiewicz | Air Beam with Stiffening Members and Air Beam Structure |
| GB2464757B (en) * | 2008-10-28 | 2013-04-10 | Bdz Holdings Ltd | Tubular member |
| GB2464757A (en) * | 2008-10-28 | 2010-05-05 | Ready Set Goal Ltd | Inflatable tubular member with helical reinforcement |
| US10363670B1 (en) | 2015-11-04 | 2019-07-30 | Ryan Gundling | Devices, systems, and methods for dynamic bending of inflatable structures |
| GB2552930A (en) * | 2016-07-13 | 2018-02-21 | Better Galaxy Ltd | Inflatable pole |
| US10179998B1 (en) * | 2017-01-31 | 2019-01-15 | Argonaut Inflatable Research And Engineering, Inc. | Air-beam aircell communicating airflow port assembly and cooperating structural cover port aperture |
| US10865585B1 (en) * | 2017-11-01 | 2020-12-15 | Textum Weaving, Inc. | Lightweight load bearing inflatable tubular structures |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| STCB | Information on status: application discontinuation |
Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION |