US1302182A - Construction of tents for field-hospitals, depots, and like purposes. - Google Patents

Construction of tents for field-hospitals, depots, and like purposes. Download PDF

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US1302182A
US1302182A US27637919A US27637919A US1302182A US 1302182 A US1302182 A US 1302182A US 27637919 A US27637919 A US 27637919A US 27637919 A US27637919 A US 27637919A US 1302182 A US1302182 A US 1302182A
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tent
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construction
tents
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Frederick William Lanchester
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H15/00Tents or canopies, in general
    • E04H15/20Tents or canopies, in general inflatable, e.g. shaped, strengthened or supported by fluid pressure
    • E04H15/22Tents or canopies, in general inflatable, e.g. shaped, strengthened or supported by fluid pressure supported by air pressure inside the tent
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10STECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10S135/00Tent, canopy, umbrella, or cane
    • Y10S135/908Super tent or canopy

Definitions

  • the present invention relates to an improved construction of tent for field hospitals, depots, and like purposes.
  • the present invention has for its object to provide a means of constructing and erecting a tent of large size without the use of poles or supports of any kind.
  • the present invention consists in brief in a construction of tent in which balloon fabric or other material of low air permeability is employed and maintained in the erected state by air pressure and in which ingress and egress is provided for by one or more air locks.
  • the present inventionfurther consists in a tent maintained in the erected state by air pressure in the provisions for ingress and egress, for rendering pressure tight, and for lighting hereinafter described,
  • a tent constructed according to the present invention may be conveniently designed either as a segment of a sphere or as a segment of a cylinder.
  • a rectangular sheet of balloon fabric suitably reinforced by bands, ropes or nets, is pegged to the ground alon two of its parallel edges, a flap being lei? beyond the point of attachment which is turned under.
  • the ends of the said rectangular sheet have stitched or laced to them extensions out after the manner of a spherical balloon to form quadrant segments of.
  • marginal flap initially turned under in laying out the envelop now formsan air seal in contact with the ground, andwhere necessary is loaded by sandbags in order to maintain it in close contact and minimize air leakage.
  • One or more doors in the form of an air lock, constructed as hereinafter described, are arranged at suitable points according to the use to which the tent is required to be put.
  • the fabric employed for the envelop may be made of some transparent or translucent material or panels or portions of it may be of transparent or translucent material, oiled silk may be used for this purpose. Alternatively artificial lighting may be relied upon.
  • the pressure required is of the same order of magnitude as that needed in ballons of the non-rigid type and is less than 3; lb. per square inch.
  • the pressure necessary is related to the velocity of wind and may be increased in bad weather or in order to maintain the envelop against a weight of snow the anchorage requires to be calculated and provision made according tothe maximum.
  • ballast pressure which it is contemplated will be employed. Where the soil provides an insuflicient anchorage the latter may require to be assisted by ballast.
  • the present invention is more particularly applicable to tents of large size, and permits of a very great span being employed. There is no engineering difficulty in constructing a tent for example of 100 feet span and any length required.
  • the tech nique of construction in such matters as roping, netting, reinforcing, etc., may
  • Figure 1 is an elevatlon
  • Fig. 2 is a plan, of part of a tent constructed in accordance with the present 1n vention.
  • Fig. 3 is a transverse section showing two air locks in elevation.
  • Fig. 4 is a side elevation of an air lock in greater detail.
  • Fig. 5 is an end elevation of same.
  • Fig. 6 represents an appropriate anchora e.
  • Fig. 7 is a section showing an alternative anchorage where the maximum angle of slope is small, as for example where it is important that the tent shall cast no shadow.
  • Fig. 8 illustrates a method of airlock construction giving access to the structure where the general ground level is above the level of the service road.
  • Fig. 9 is an example of the employment of anchorage given in Fig. 7.
  • a number of ropes a are secured to appropriate means of anchorage at their extremities; a central ridge rope is provided a termmating in a banjo member a? from which radial ropes a and a are arranged, similarly connected to a land anchorage, to form the retaining members for the end of the.
  • One or more longitudinal rope members a are provided and, at the points where provision is made for an air lock or entrance, diagonal ropes a! are provided to reinforce the structure locally and take the place of the transverse ropes that are omitted; as' shown more particularly in Figs. 1 and 2, and in Fig. 5.
  • the air lock Figs. 3, 4 and 5 conveniently takes the form of a van body in which two sets of doors are provided opening inward,
  • the van body is adapted to be utilized as a means of packing the whole outfit when transporting the tent from place to place.
  • the diagonal rope members a adjacent to the air lock or entrance, Fig. 5, form, together with the roof of the air lock aforesaid, the figure of the capital letter A and where it is not desired to make the outfit portable the air lock may comprise structural panels filling in the triangular spaces included between the sides and roof of the air lock Fig.5 andthe adjacent rope mem bers aforesaid.
  • a canvas or fabric envelop is provided of low air permeability, the said envelop being cut and sewn or jointed to fit the rope network just as in the case of a balloon of the non-rigid type.
  • the edges of the envelop do not ter-' minute on the ground line, but allow of a flap extending inward, as-shown more particularly in Flgs. 3 and 4, the said flap either being pressed to the ground by internal air pressure or, where necessa being loaded y sand bags as shown at b Figs. 3 and4.
  • a flap is likewise provided. and this may be sealed by a sandbag, as shown at For by strips and bolts as'shown at b", or both methods may of a ock, and to allow of observation if ;re-'
  • the fabric or canvas employed may be translucent or other means may be provided!
  • port holes may be fitted in the canvas in the interspace between the adjacent transverse ropes, at a suitable level for lighting purposes and to allow of observation from the interior of the tent, as shown by way of example at a for thls latter purpose the height of the port holes from the ground level requires to be regulated at about five feet.
  • the material of the envelop should be opaque and artificial means of lighting exclusively relied upon.
  • the means of anchorage'for the transverse ropes depicted in Fig. 6 comprises wooden planks or balks d, d? with an iron tension bar d cottered at d and with a coupling at link (F, the said link being connected to its corresponding transverse rope member by a rigging screw or lanyard.
  • the method of constructing the anchorage is to dig a trench of the necessary width and depth, drive the timber in place, and, with the ten sion'bar d in position, fill in and tamp.
  • the vertical component of the load on the tension bar is taken mainly by the filled in and tamped earth, but in part by the driving of the horizontal timber member d under the virgin soil as indicated, the timber member d inserted in an inclined position, being driven down by its butt end while the chamferled end forces its way into the undisturbed s01 Ill In cases where camouflage is important,
  • the tent or structure is made of conslderable spanand minimum altitude, so
  • transverse tension members or ropes a., a, a may 7 be held by double, triple or multiple picketing, as indicated in Fig. 7.
  • a centrifugal fan of considerable delivery capacity the outlet of the fan being coupled up by a flexible conduit to any convenient point in the envelop and the inflation volume being sufiicient to take charge of considerable leakage.
  • the tent While inflated by this means the tent may be entered by passing beneath the sealin flap, and sand bags, etc., may be loaded on to the sealing flap at points of leakage in order to make good; also the air locks may be inserted and the sealing around them be made secure.
  • the permanent air pressure plant consisting of a comparatively small motor and fan, may be set to work and will be suflicient to maintain the inflation pressure.
  • An appropriate inflation pressure under ordinary weather conditions is about one inch water gage, but in stormy weather as much as two or three inches water gage may become necessary.
  • the ropework may take the form of a net in which the whole of the members are diagonally knotted or cross fastened in any well known manner.
  • air locks in the form described are insuflicient in size, as in the case of stowage for aeroplanes, special locks may be employed of larger dimensions or the whole end of a' buliding may be occupied by an air lock.
  • the air lock should be of semipermanent character and either steel or ferro concrete may be conveniently employed to form end buildings containing the lock adapted to be connected by a cylindrical inflated roof constructed as hereinbefore described.
  • cess to the structure may be obtained by a tunnel or out and cover with a ramp leading upward to the floor level and such construction is lndlcated where the site chosen is adjacent to a. sunken road; a diagrammatic example of this is given in Fig. 8.
  • a cowl raised on a stand pipe, or suitably mounted on the top of the tent structure may be employed, the cowl consisting of a wind catcher pivotally mounted and directed by a weather vane.
  • the wind catcher may consist merely of a right angle bend or hood with the vane so attached that the aperture of the bend is always facing the wind and the said aperture may be flared or made funnel shaped in order to obtain the maximum effect.
  • This device is similar to the ordinary chimney cowl except that the vane is arranged to act in the diametrically opposite sense.
  • a tent comprising a body portionhaving its lower edge, secured by means of 21.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Fluid Mechanics (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Tents Or Canopies (AREA)

Description

F. W. LANCHESTER. CONSTRUCTION OF TENTS FOR FIELD HOSPITALS, DEPOTS, AND LIKE PURPOSES.
' APPLICATION FILED FEB. 11. 1919.
1L ,3Q2, 1 Patented Apr. 29, 1919.
3 SHEETSSHEET 1.
F. W. LANCHESTER. CONSTRUCTION OF TENTS FOR FIELD HOSPITALS, DEPOTS, AND LIKE PURPOSES. APPLICATION FILED FEB. II. I9I9.
Patented Apr. 29, 1919.
3 SHEETS-SHEET 2.
I N Ii I I IIII HY fT'M/La/nchesi'em AIITIIIINIIY F. W. LANCHESTER. CONSTRUCTION OF TENTS FOR FIELD HOSPITALS, DEPOTS, AND LIKE PURPOSES. APPLICATION men FEB. 11. 1919.
LSQQJMQ Paten pr. 29, 1919.
' EETS-SHEET 3.
rman ensues.
FREDERICK WVILLIAM LANCHESTER, OF LONDON, NNGLAND.
Specification of Letters Patent. Patented Apr. 29, 19119..
Application filed Februar-y 11, 1919. serial No. 276,379.
To all whom it may concern:
Be it known that I, FREDERICK WILLIAM LANCHESTER, a subject of the King of Great Britain and Ireland, and residing at 41 Bedford Square, London, W. C. 1., England, have invented a certain new and useful Improved Construction of Tents for Field- Hospitals, Depots, and like Purposes, of which the following is a specification.
The present invention relates to an improved construction of tent for field hospitals, depots, and like purposes.
The present invention has for its object to provide a means of constructing and erecting a tent of large size without the use of poles or supports of any kind. The present invention consists in brief in a construction of tent in which balloon fabric or other material of low air permeability is employed and maintained in the erected state by air pressure and in which ingress and egress is provided for by one or more air locks.
The present inventionfurther consists in a tent maintained in the erected state by air pressure in the provisions for ingress and egress, for rendering pressure tight, and for lighting hereinafter described,
A tent constructed according to the present invention may be conveniently designed either as a segment of a sphere or as a segment of a cylinder.
In one mode of carrying the present invention into effect, a rectangular sheet of balloon fabric suitably reinforced by bands, ropes or nets, is pegged to the ground alon two of its parallel edges, a flap being lei? beyond the point of attachment which is turned under. The ends of the said rectangular sheet have stitched or laced to them extensions out after the manner of a spherical balloon to form quadrant segments of.
spherical or approximately spherical form.
These extensions likewise have a marginalflap which is turned unden The whole of the above having been securely staked and if necessary loaded by ballast the interior is inflated by moderate air pressure by a centrifugal fan, and the whole so inflated forms a tent of segmental form terminated by dome-like ends. The
marginal flap initially turned under in laying out the envelop now formsan air seal in contact with the ground, andwhere necessary is loaded by sandbags in order to maintain it in close contact and minimize air leakage. One or more doors in the form of an air lock, constructed as hereinafter described, are arranged at suitable points according to the use to which the tent is required to be put. For the purposes of lighting either the fabric employed for the envelop may be made of some transparent or translucent material or panels or portions of it may be of transparent or translucent material, oiled silk may be used for this purpose. Alternatively artificial lighting may be relied upon.
Assuming balloon fabric of fair quality to be employed and the scaling in contact with the earth to be good the supply of air required'to maintain inflation against lea-kage is small in comparison with that required to inflate initially and a comparatively small power installation is required for permanent running. It is desirable to have a certain moderate amount of leakage in order to provide for adequate ventilation. Disused balloon fabric may therefore be used for constructing tents in accordance with this invention.
The pressure required is of the same order of magnitude as that needed in ballons of the non-rigid type and is less than 3; lb. per square inch. The pressure necessary is related to the velocity of wind and may be increased in bad weather or in order to maintain the envelop against a weight of snow the anchorage requires to be calculated and provision made according tothe maximum.
pressure which it is contemplated will be employed. Where the soil provides an insuflicient anchorage the latter may require to be assisted by ballast.
The present invention is more particularly applicable to tents of large size, and permits of a very great span being employed. There is no engineering difficulty in constructing a tent for example of 100 feet span and any length required. The tech nique of construction in such matters as roping, netting, reinforcing, etc., may
closely follow similar well known methods at present practised in connection with dirigible balloons.
Referring to the accompany mg sheets of diagrannnatic drawings t:-
Figure 1 is an elevatlon, and Fig. 2 is a plan, of part of a tent constructed in accordance with the present 1n vention.
Fig. 3 is a transverse section showing two air locks in elevation.
Fig. 4: is a side elevation of an air lock in greater detail.
Fig. 5 is an end elevation of same. Fig. 6 represents an appropriate anchora e.
Fig. 7 is a section showing an alternative anchorage where the maximum angle of slope is small, as for example where it is important that the tent shall cast no shadow.
Fig. 8 illustrates a method of airlock construction giving access to the structure where the general ground level is above the level of the service road.
Fig. 9 is an example of the employment of anchorage given in Fig. 7.
With reference to Figs. 1, 2 and 3 a number of ropes a are secured to appropriate means of anchorage at their extremities; a central ridge rope is provided a termmating in a banjo member a? from which radial ropes a and a are arranged, similarly connected to a land anchorage, to form the retaining members for the end of the.
tent or structure. One or more longitudinal rope members a are provided and, at the points where provision is made for an air lock or entrance, diagonal ropes a! are provided to reinforce the structure locally and take the place of the transverse ropes that are omitted; as' shown more particularly in Figs. 1 and 2, and in Fig. 5.
The air lock Figs. 3, 4 and 5 conveniently takes the form of a van body in which two sets of doors are provided opening inward,
as indicated in the plan view Fig. 2.
The van body is adapted to be utilized as a means of packing the whole outfit when transporting the tent from place to place. The diagonal rope members a adjacent to the air lock or entrance, Fig. 5, form, together with the roof of the air lock aforesaid, the figure of the capital letter A and where it is not desired to make the outfit portable the air lock may comprise structural panels filling in the triangular spaces included between the sides and roof of the air lock Fig.5 andthe adjacent rope mem bers aforesaid.
Beneath the rope network constructed and arranged as hereinbefore described a canvas or fabric envelop is provided of low air permeability, the said envelop being cut and sewn or jointed to fit the rope network just as in the case of a balloon of the non-rigid type. The edges of the envelop do not ter-' minute on the ground line, but allow of a flap extending inward, as-shown more particularly in Flgs. 3 and 4, the said flap either being pressed to the ground by internal air pressure or, where necessa being loaded y sand bags as shown at b Figs. 3 and4. Where the envelop is cut'to permit of the insertion of the air locks or entrances a flap is likewise provided. and this may be sealed by a sandbag, as shown at For by strips and bolts as'shown at b", or both methods may of a ock, and to allow of observation if ;re-'
quired to ascertain that the lock is not otherwise engaged. v
For the purpose of lighting the fabric or canvas employed may be translucent or other means may be provided! For example port holes may be fitted in the canvas in the interspace between the adjacent transverse ropes, at a suitable level for lighting purposes and to allow of observation from the interior of the tent, as shown by way of example at a for thls latter purpose the height of the port holes from the ground level requires to be regulated at about five feet. Alternatively, and as is frequently desirable from a military stand point, the material of the envelop should be opaque and artificial means of lighting exclusively relied upon.
The means of anchorage'for the transverse ropes depicted in Fig. 6 comprises wooden planks or balks d, d? with an iron tension bar d cottered at d and with a coupling at link (F, the said link being connected to its corresponding transverse rope member by a rigging screw or lanyard. The method of constructing the anchorage is to dig a trench of the necessary width and depth, drive the timber in place, and, with the ten sion'bar d in position, fill in and tamp. The vertical component of the load on the tension bar is taken mainly by the filled in and tamped earth, but in part by the driving of the horizontal timber member d under the virgin soil as indicated, the timber member d inserted in an inclined position, being driven down by its butt end while the chamferled end forces its way into the undisturbed s01 Ill In cases where camouflage is important,
as in a military zone, where liable to aerial observation, the tent or structure is made of conslderable spanand minimum altitude, so
that the maximum roof angle is insullicient to cast a. shadow. In such cases the transverse tension members or ropes a., a, a may 7 be held by double, triple or multiple picketing, as indicated in Fig. 7.
In erecting a tent or structure in accordance with the present invention it is desirable to employ a centrifugal fan of considerable delivery capacity, the outlet of the fan being coupled up by a flexible conduit to any convenient point in the envelop and the inflation volume being sufiicient to take charge of considerable leakage. While inflated by this means the tent may be entered by passing beneath the sealin flap, and sand bags, etc., may be loaded on to the sealing flap at points of leakage in order to make good; also the air locks may be inserted and the sealing around them be made secure. When this is done the permanent air pressure plant, consisting of a comparatively small motor and fan, may be set to work and will be suflicient to maintain the inflation pressure. An appropriate inflation pressure under ordinary weather conditions is about one inch water gage, but in stormy weather as much as two or three inches water gage may become necessary.
In place of the definite distribution of transverse and longitudinal ropes hereinbefore described the ropework may take the form of a net in which the whole of the members are diagonally knotted or cross fastened in any well known manner.
In the case of a tent of cirular form the method hereinbefore described as concerns the ends of the structure may be adhered to, the tent taking the form of two ends with no cylindrical portion as figured on the left of Figs. 1 and 2.
If air locks in the form described are insuflicient in size, as in the case of stowage for aeroplanes, special locks may be employed of larger dimensions or the whole end of a' buliding may be occupied by an air lock. In such structures it is necessary, however, that the air lock should be of semipermanent character and either steel or ferro concrete may be conveniently employed to form end buildings containing the lock adapted to be connected by a cylindrical inflated roof constructed as hereinbefore described.
In other cases and on sites where the conditions indicate the method as suitable, ac-
cess to the structure may be obtained by a tunnel or out and cover with a ramp leading upward to the floor level and such construction is lndlcated where the site chosen is adjacent to a. sunken road; a diagrammatic example of this is given in Fig. 8.
In order to provide for the excess inflation pressure required when there is a high wind a cowl raised on a stand pipe, or suitably mounted on the top of the tent structure, may be employed, the cowl consisting of a wind catcher pivotally mounted and directed by a weather vane. The wind catcher may consist merely of a right angle bend or hood with the vane so attached that the aperture of the bend is always facing the wind and the said aperture may be flared or made funnel shaped in order to obtain the maximum effect. This device is similar to the ordinary chimney cowl except that the vane is arranged to act in the diametrically opposite sense.
Having now described my invention, what I claim as new and desire to secure by Letters Patent is 1. The combination with a tent supported by air pressure in the interiar of the same, of means provided at the lower edge of the tent and rendering the lower edge substantially air tight, and a substantially air tight body arranged in the wall of said tent and having doors provided at each end of the same.
2. The combination with a flexible tent supported by air pressure in the interior of the same and having its edges secured by substantially air tight means, of a hollow body passing through the wall of said tent,
and doors provided at each end of said body.
3. The combination with a tent supported by air pressure in the interior of the same, of a flap provided at the lower edge of said tent and rendering the lower edgesubstantially air tight.
4:. In a combination as defined in claim 1, a series of transverse ropes extending across the tent, and a plurallty of longitudinal ropes extending lengthwise of said tent.
5. A tent comprising a body portionhaving its lower edge, secured by means of 21.
till
Ill
llllll substantially air tight joint, a series of ropes extending across said body portion and remforcing the same, a passageway extending through the wall of said body portion and having one of its ends located in the interior of the body portion and its other end located outside of the body portion, and doors provided at the ends of said passage-way and operative independent of each other.
In testimony whereof I have signed my name to this specification.
FREDERICK WILLIAM LANGHES'IER.
US27637919A 1919-02-11 1919-02-11 Construction of tents for field-hospitals, depots, and like purposes. Expired - Lifetime US1302182A (en)

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Cited By (25)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2649101A (en) * 1952-04-09 1953-08-18 Gen Electric Double-wall portable shelter
US2900585A (en) * 1954-06-29 1959-08-18 Hartmann & Braun Ag Compressed gas condenser
US2910994A (en) * 1957-05-08 1959-11-03 Kenneth E Joy Inflatable inclosure
US2921592A (en) * 1957-07-10 1960-01-19 Cid Air Structures Company Support for air-inflated building structure
US2939467A (en) * 1957-05-06 1960-06-07 Meyer Hans Inflatable structure
US2948286A (en) * 1956-11-19 1960-08-09 Turner Harold Dale Air-supported building
US2959785A (en) * 1958-04-17 1960-11-08 Earl W Leatherman Pressurizing systems for dual wall fabric radomes
US2976875A (en) * 1958-06-16 1961-03-28 Du Pont Anchoring means
US3006352A (en) * 1959-11-27 1961-10-31 Cid Air Structures Company Door frame and roll-up door mechanism for air locks
US3023758A (en) * 1958-04-14 1962-03-06 Griffolyn Company Inc Method of making an end for an air supported structure
US3024796A (en) * 1958-04-18 1962-03-13 Birdair Structures Air supported structures
US3035590A (en) * 1958-10-31 1962-05-22 Du Pont Air supported structure
US3059657A (en) * 1958-12-16 1962-10-23 Turner Harold Dale Air-supported building
US3059655A (en) * 1957-12-23 1962-10-23 Birdair Structures Air inflated fabric structures
US3063062A (en) * 1959-10-12 1962-11-13 Campbell F Logan Swimming pool cover
US3116746A (en) * 1958-06-02 1964-01-07 Birdair Structures Sectionalized air supported structures
US3123085A (en) * 1964-03-03 demarteau
US3150670A (en) * 1960-05-02 1964-09-29 Walter W Bird Quickly strikable air supported building structure
US3159165A (en) * 1961-04-21 1964-12-01 Plastimayd Corp Air-supported structure
US3182654A (en) * 1960-08-25 1965-05-11 Carondelet Foundry Co Solar energy heating apparatus
US3651609A (en) * 1970-02-18 1972-03-28 Birdair Structures Air inflated structure
US3728831A (en) * 1971-05-12 1973-04-24 Birdair Structures Square ended air inflated structures
US3744191A (en) * 1971-12-14 1973-07-10 Birdair Structures Large air supported structures
US3835599A (en) * 1970-05-03 1974-09-17 D Geiger Roof construction
USD307311S (en) 1987-03-26 1990-04-17 Todd Dalland Tent

Cited By (25)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3123085A (en) * 1964-03-03 demarteau
US2649101A (en) * 1952-04-09 1953-08-18 Gen Electric Double-wall portable shelter
US2900585A (en) * 1954-06-29 1959-08-18 Hartmann & Braun Ag Compressed gas condenser
US2948286A (en) * 1956-11-19 1960-08-09 Turner Harold Dale Air-supported building
US2939467A (en) * 1957-05-06 1960-06-07 Meyer Hans Inflatable structure
US2910994A (en) * 1957-05-08 1959-11-03 Kenneth E Joy Inflatable inclosure
US2921592A (en) * 1957-07-10 1960-01-19 Cid Air Structures Company Support for air-inflated building structure
US3059655A (en) * 1957-12-23 1962-10-23 Birdair Structures Air inflated fabric structures
US3023758A (en) * 1958-04-14 1962-03-06 Griffolyn Company Inc Method of making an end for an air supported structure
US2959785A (en) * 1958-04-17 1960-11-08 Earl W Leatherman Pressurizing systems for dual wall fabric radomes
US3024796A (en) * 1958-04-18 1962-03-13 Birdair Structures Air supported structures
US3116746A (en) * 1958-06-02 1964-01-07 Birdair Structures Sectionalized air supported structures
US2976875A (en) * 1958-06-16 1961-03-28 Du Pont Anchoring means
US3035590A (en) * 1958-10-31 1962-05-22 Du Pont Air supported structure
US3059657A (en) * 1958-12-16 1962-10-23 Turner Harold Dale Air-supported building
US3063062A (en) * 1959-10-12 1962-11-13 Campbell F Logan Swimming pool cover
US3006352A (en) * 1959-11-27 1961-10-31 Cid Air Structures Company Door frame and roll-up door mechanism for air locks
US3150670A (en) * 1960-05-02 1964-09-29 Walter W Bird Quickly strikable air supported building structure
US3182654A (en) * 1960-08-25 1965-05-11 Carondelet Foundry Co Solar energy heating apparatus
US3159165A (en) * 1961-04-21 1964-12-01 Plastimayd Corp Air-supported structure
US3651609A (en) * 1970-02-18 1972-03-28 Birdair Structures Air inflated structure
US3835599A (en) * 1970-05-03 1974-09-17 D Geiger Roof construction
US3728831A (en) * 1971-05-12 1973-04-24 Birdair Structures Square ended air inflated structures
US3744191A (en) * 1971-12-14 1973-07-10 Birdair Structures Large air supported structures
USD307311S (en) 1987-03-26 1990-04-17 Todd Dalland Tent

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