[0001] This invention relates to an expandable structure and, more particularly, relates
to a structure which may be expanded to provide a multiple of its original floor space,
with minimal effort and in minimum time.
[0002] Numerous applications exist for structures which may be expanded upon demand. For
example, in case of natural disaster, war, field events, advertising or promotional
displays, it may be desired to transport an expandable structure to a site and open
it up to provide its expanded floor space for as long as required. The structure can
then be collapsed and returned to storage or moved to another site. Prior structures
of this type have either been of insubstantial construction so as to not accommodate
heavy duty equipment or the performance of sophisticated procedures or have required
long periods to assemble. For example, in J.A. Wenger, et al., "Mobile Center," U.S.
Patent No. 3,620,564, lightweight structures are provided for expansion from a mobile
center for use as a portable stage for the performing arts. Lightweight sidewalls
and endwalls are provided in one version for manual deployment to make up an enclosed
structure. Transient and auxiliary applications are contemplated rather than heavy
duty usage. In addition, in J. L. Geihl, "A Foldable and Expandable Modular Shelter
Unit," U.S. Patent No. 3,827,198, a small modular shelter is proposed which is to
be combined with other modules to form a functional field unit. These modules must
be brought one-by-one to a site, arranged properly and then deployed before the composite
unit is available for use. And in A. J. Reynolds, "Expandable Portable Shelter," U.S.
Patent No. 3,421,268, a small expanded section may be unfolded from an externally
attached array of panels. The expanded section is neither self-supporting nor susceptible
to heavy duty usage.
[0003] Alternately, it may be desired to expand the interior volume of a stationary structure
at particular times. For example, it may be desired to add a sun porch during the
summer, an extra room to a mobile home or the like. Prior structures of this type
have typically required the expanded portion of the structure to be housed in their
assembled configuration within the interior volume of the core structure. Thus, tipouts
in mobile homes are typically slid outwardly from within the interior volume of the
core structure and are thus limited in size to the dimensions of the mobile home.
Consequently, the floor space added by the tipout is, at most, equal to the floor
space of the mobile home and is available only on one side. See, for example, the
expandable structure disclosed in C. A. West, "Expandable Building With Telescoping
Enclosures and Hingedly Connected Barriers," U.S. Patent No. 3,653,165, and in particular
Figures 10 and 11. On the other hand, if tipouts are fabricated so as to extend from
both sides of a structure, the floor space of each tipout is at most one-half the
floor space of the structure.
[0004] A principal objective in the provision of a practicable expandable structure is that
the equipment and supplies required for the application be stored within the core
structure. Thus, if a structure is to be used as a field hospital, it is highly desirable
that medical equipment and supplies fit within the volume of the core structure so
that a turnkey hospital can be transported and put into operation on demand. Also,
it would not be desirable to have the hardware used for the expansion of the structure
reside within the interior volume. In the collapsed mode, the hardware would diminish
the effective storage volume; in the expanded mode, the hardware would visually or
physically interfere with the accomplishment of the application. Thus, it would be
desirable to provide an expandable structure in which a minimal storage volume is
required for the structural members which make up the expanded portions of the structure
and which have no expansion hardware in the interior volume. It would further be desirable
to have a streamlined design for the core structure which does not include structural
members attached to the exterior of the core structure.
Summary of the Invention
[0005] An expandable structure is provided which may be expanded on any selected side to
a width at least equal to the width of the core structure. The sidewall, endwalls,
and floor section of the expanded section are stored as vertical members in close
packed relationship adjacent the selected sidewall of the core structure. A substantial
portion of the selected sidewall serves as the roof of the expanded section.
[0006] Expansion of the structure is preferably accomplished by power beam units mounted
in the roof of the core structure and within the subflooring of the core structure
of may be accomplished manually in small scale embodiments. The power beam units drive
the various structural members of the expanded section outward in succession. The
power beam units may be hydraulically, mechanically or manually actuated. When deployed
in the expanded mode, each set of structural members forms an expanded section contiguous
to the core section with a floor space comparable to that of the core section.
[0007] The preferred sequence of the expansion is as follows:
(a) The substantial portion of the selected sidewall of the structure is rotated about
a hinge from its vertical position to a generally horizontal position where it serves
as the roof of the expanded section (hereinafter the "selected sidewall/roof");
(b) The sidewall of the expanded section is driven outward to a position parallel
to the unexpanded position of the selected sidewall/roof and to a distance therefrom
comparable to that of the width of the core structure;
(c) The endwalls are pulled out as part of step (b) if they are hinged to the sidewall
of the expanded section or may now be deployed in this step separately if they are
hinged to the frame of the core structure; and
(d) The floor is rotated down about a hinged connection with the floor of the core
structure to a position which is an extension of the floor of the core section.
Brief Description of the Drawings
[0008] For a more complete understanding of the expandable structure and the sequence of
expansion of the present invention, reference may be had to the accompanying drawings
which are incorporated herein by reference and in which:
Fig. 1 is a perspective view of the expandable structure in the unexpanded mode;
Fig. 2 is a view of Fig. 1 after the upper power beams have been extended to the position
where a force begins to be imparted to the selected sidewall/roof to rotate it upwardly;
Fig. 3 is a view of Fig. 1 after the upper power beams have been extended sufficiently
to raise the selected sidewall/roof to a near-horizontal position where it serves
as the roof of the expanded section;
Fig. 4 is a view of the expandable structure after the lower power beams have driven
the sidewall of the expanded section outwardly to an intermediate position underneath
the selected sidewall/roof and pulled along the attached endwalls;
Fig. 5 is a view of the expandable structure after the sidewall of the expanded section
has been driven by the lower power beams to its fully deployed position, the endwalls
have locked into position, and after the floor has been rotated from the vertical,
stacked position to an intermediate position;
Fig. 6 is a view of the expandable structure after the expanded section has been fully
deployed;
Fig. 7 is a cross sectional top view of the expandable structure taken through lines
7-7 of Fig. 1 which shows the minimal amount of floor space occupied by the structural
members as they are stacked adjacent the selected sidewall/roof;
Fig. 7A is an enlarged view of one of the sets of structural members, showing especially
the order of stacking for this embodiment;
Fig. 8 is a cross sectional top view of a core section and two fully deployed contiguous
expanded sections taken at the same height as the view of Fig. 7;
Fig. 9 is a cross sectional end view taken through lines 9-9 of Fig. 1 further illustrating
the structural members of an expanded section and their order of stacking;
Fig. 10 is an end perspective view of an alternate embodiment of an expandable structure
in accordance with the present invention which has windows in the sidewalls of the
expanded section and doors at the end of the core structure;
Fig. 11 is a perspective view of an alternate embodiment of the expandable structure
in which the endwalls are a single unit and rotate into position after the sidewall
is deployed;
Fig. 12 is a further view of Fig. 11 after the expanded section is fully deployed;
Fig. 13 is a cross sectional view through a unit of the type of Fig. 11 which shows
the structural members as stacked adjacent the selected sidewall/roof;
Fig. 13A is an enlarged view of one of the sets of structural members, showing the
order of stacking for this embodiment;
Fig. 14 is a side view of a solid endwall and hydraulic actuating unit of the embodiment
of Figs. 11-13A;
Fig. 15A is a plan view of Fig. 14 after the endwall has been rotated to a closed
position;
Fig. 15B is a plan view of Fig. 14;
Fig. 16 is an end cross sectional view of the embodiment of Figs. 11-13A showing the
stored structural members and their order of stacking;
Fig. 17 is an end perspective view of an embodiment of the expanded structure which
has single unit endwalls, a pair of expanded sections and a door at the end of the
core structure;
Fig. 18 is a side view of one embodiment of the upper power beam in its retracted
position;
Fig. 19 is a plan view of the upper power beam of Fig. 18 in its retracted position;
Fig. 20 is a side view of the upper power beam of Fig. 18 in its fully extended position
illustrating the outward rotation of the selected sidewall to become the roof of expanded
section;
Fig. 21 is a plan view of one embodiment of the lower power beam in its fully retracted
position;
Fig. 22 is a view of Fig. 21 after the lower power beam has been partially extended;
Figs. 23 and 23A together are a plan view of the lower power beam in its fully extended
position;
Fig. 24 is a plan view of a screw drive embodiment of the lower power beam in its
fully retracted position;
Fig. 25 is a view of Fig. 24 after the lower power beam has been partially extended;
Fig. 26 and 26A together illustrate the embodiment of Figs. 24-25 after it has been
fully extended;
Fig. 27 is a plan view of a rack and pinion embodiment of the lower power beam in
its fully retracted position;
Fig. 28 is a plan view of Fig. 27 after the power beam has been partially extended;
Fig. 29 and 29A together illustrate the power beam of Figs. 27-28 after it has been
fully extended;
Fig. 30 is a side view of a mechanism for rotating the floor of the expanded section
between the vertical, stored position and the horizontal, expanded position;
Fig. 31 shows the mechanism of Fig. 30 after the floor has been rotated toward the
vertical position by about 45 degrees;
Fig. 32 is a side view of a travel trailer which incorporates a manually operable
expandable structure in accordance with the present invention;
Fig. 33 is a perspective view of the expanded section from Fig. 32 after the selected
sidewall has been raised to form the roofs and the sidewall of the expanded section
and the endwalls have been partially deployed;
Fig. 34 is a further view of Fig. 33 after the sidewall and endwalls have been fully
deployed and the floor is partially rotated into position;
Fig. 35 is a further view of Fig. 34 after the expanded section has been fully deployed;
Fig. 36 is a plan cross sectional view taken through lines 36-36 in Fig. 32;
Fig. 37 is a plan cross sectional view of Fig. 32 taken at the height of Fig. 36 after
the expanded section has been fully deployed;
Fig. 38 is a perspective view of an expandable structure resting at ground level on
means for raising the structure;
Fig. 39 is a perspective view of Fig. 38 after the structure has been raised above
ground level by the means for raising the structure and after a set of wheels has
been attached;
Fig. 40 is a perspective view of Fig. 38 after the forward means for raising the expandable
structure has been deployed away from the core structure and after the structure has
been raised above ground level;
Fig. 41 is a cross sectional view taken through lines 41-41 in Fig. 40;
Fig. 42 is a side view of a vertical jack assembly from Figs. 38-40; and
Fig. 43 is a view of Fig. 42 rotated 90 degrees.
Description of the Preferred Embodiments
[0009] Expandable structures may be utilized either as mobile units or in fixed locations.
Mobile expandable structures would be moved by air, sea or ground transportation on
demand to a location where a particular application is to be performed. Examples of
these applications include field hospitals, famine relief centers, vaccination clinics,
military headquarters, promotional displays and portable instructional facilities.
It would further be desirable if such structures could contain turnkey operating units.
For these objectives to be achieved, it is necessary that the expansion feature of
the units not interfere with the storage of operating equipment within the unit. Also,
it would be most useful if expansion of the units could be carried out in a short
time by unskilled personnel. The fixed location mode of use of expansible structures
would allow the seasonal setup of a structure of significant size, the use of the
structure at will, or protection of the structure against vandalism since the structure
could be collapsed to its core while not in use. Examples of stationary uses would
include mobile homes, residences with expandable patios, homes with rooms which can
be collapsed when the owner is not present, and concessions which are operated intermittently.
It is the aim of the present invention to address these applications.
Expandable Structure
[0010] In accordance with the present invention, a core structure 10 is provided as shown
in Fig. 1. The core structure 10 has a conventional metal or wood frame which consists
of vertical corner members 15A, 15B, 15C, and 15D; roof perimeter frame 16 and floor
perimeter frame 17. The core structure has endwalls 12, sidewalls 13, and a roof consisting
of sections 11 interspersed between power beam enclosures 20A, 20B, 20C, and 20D.
A substantial portion 14 of a sidewall 13 selected for expansion is hinged by continuous
hinge 19 to the roof perimeter frame 16. This substantial portion 14 will be designated
as the "selected sidewall/roof" 14 throughout this specification. The particular core
structure 10 shown in Fig. 1 is sized for transport on a trailer, for placement in
a military cargo plane, on board ship or on a detachable set of wheels to be pulled
by a highway tractor. As seen in the top cross sectional view of Fig. 7 and in the
end cross sectional view of Fig. 9, the central area 43 of the overall floor space,
and thus the bulk of the interior volume, is available for storage in the unexpanded
mode. This feature of the present invention exists because the structural members
are stacked adjacent each other and against the selected sidewall/roof 14, i.e. against
the sidewall which will in due course be rotated outwardly to become the roof of the
contiguous expanded section. In the preferred embodiment the sole means of connecting
the structural members of the expanded section to the core structure are continuous
hinges which form unobstrusive connections about which the structural members may
be rotated from their stacked, stored positions to their deployed positions. The means
used to accomplish expansion, as described in brief subsequently herein are housed
unobtrusively within the roof structure and within the subflooring. They are designated
as power beams and serve to transfer linear or rotational forces to the structural
members, as needed for deployment or contraction of the expanded sections. Thus, medical
equipment, food, and even personnel may occupy the interior volume of the core structure
10 while the structure is stored, is being transported or before the expanded sections
are deployed. Access to the interior volume of the embodiment of Figs. 1-6 is gained
through doors 42, shown in Fig.7, to be located on the rear end of the core structure
10. In an alternate embodiment of the expandable structure, when in Fig.10, access
to the interior volume is gained through the double doors 42 located on the front
end of the core structure. Thus, due to the large amount of floor space not occupied
by the structural members, the core structure 10 is useful even in the unexpanded
mode.
[0011] The structural members of the expanded section are stacked adjacent each other in
a specific order so as to be available for expansion in sequence (see Sequence of
Expansion subsequently) of Fig. 36. Here, the selected sidewall/roof 131 serves as
a principal portion of the sidewall of the recreational vehicle structure 130 but
is available for rotation upwards to form the roof of the expanded section. Adjacent
selected sidewall/roof 131 is the sidewall 133 of the section to be formed by expansion.
Then, adjacent sidewall 133 are the endwalls 132A and 132B which are attached to sidewall
129 by a continuous hinge 137. Finally, the floor 135 is stacked awaiting rotation
to a horizontal position. For the larger units having power beam actuation, the order
of stacking is the same. Thus, for the embodiment of Figs. 1-6, the order of stacking
is shown in Figs. 7A and 9 as selected sidewall/roof 14 , sidewall 26, endwalls 27A
and 27B, and floor 37. For the embodiment of Figs. 11-12 having a unitary endwall,
the order of stacking is shown in Fig. 13A to be selected sidewall/roof 14, sidewall
26, endwall 32 and floor 37. In all of these versions there need be no appreciable
space between the structural members in their stacked positions since the connecting
hinges are along the edges and since the actuation is by power beams which are enclosed
within the roof or subflooring of the core structure or is carried out manually.
[0012] For expandable structures with power beam actuation as shown in Figs. 1-6 and 11-12,
there is provided within the roof of the core structure upper power beam units 21A,
21B, 21C and 21D, for rotating the selected sidewall/roof 14 upwardly to form the
roof of the expanded section. One of these upper power beams is shown in Figs. 18-20.
The torque for producing rotation is applied by cable 58 which extends from its attachment
to spring 63, around pulley 61, through slideable beam 24 and out to an exposed portion
22 which is attached by swivel connection 59 to selected sidewall/roof 14. The selected
sidewall/roof 14 is raised from the sidewall (vertical) mode to the roof (horizontal)
mode as hydraulic cylinder 52 drives slideable beam 24 outwardly.
[0013] A linear power beam for driving the sidewall out is housed in the subflooring of
the core structure and is shown in Figs. 21-23A. This linear power beam comprises
a hydraulic cylinder which actuates a series of telescoping members that are interconnected
by pulleys and a pair of cables.
[0014] Briefly, as shown in the sequence of Figs. 21-23A, the sidewall 26 is driven outwardly
once the selected sidewall/roof 14 has been rotated out of the way. The cylinder rod
74 of hydraulic cylinder 73 drives the intermediate telescoping member 71 outwardly
from within stationary member 70 and at the same time the forward member 72 is propelled
outwardly from within telescoping member 71. The outward cable 78 serves to apply
the outward force until the point of full deployment depicted in Fig. 23A is reached
while the inward cable 79 retracts the wall 26 as the cylinder rod 74 is retracted.
Preferably, hydraulic cylinder 73 is double acting to permit the wall to be positively
held in all positions. Alternate linear power beam units are depicted in the sequences
of Figs. 24-26A and Figs. 27-29A. In each sequence the topmost view shows the linear
power beam fully retracted, the second view shows the power beam partially extended
and the last two views together showing the power beam to be fully extended. Here,
the drive for the intermediate telescoping member 101 is provided by the pinion assemblies
103 which apply a linear force to the racks 106 which are attached to the intermediate
telescoping member 101. The outward actuating cable 107 provides an outward force
to the forward telescoping member 102 by means of the thrust cylinders 109. The inward
actuating cable 110 draws the wall 26 inwardly as the shaft 104 of the rack and pinion
assembly reverses direction and drives the intermediate telescoping section 101 inwardly.
[0015] The linear power beam for driving the sidewall out and drawing it in shown in Figs
24-6A employs a series connected, manually driven Acme screw drive. Briefly, a threaded
shaft 93 is mounted axially within stationary member 90. Threaded shaft 93 is seated
in gear box 97 and journals through a first threaded actuation nut 94 attached to
the end of intermediate telescoping member 91. As the threaded shaft 93 rotates, a
linear force is imparted to intermediate telescoping member 91 through threaded nut
94. The threaded shaft 93 mates with a threaded tube 95 which is mounted axially within
intermediate telecsoping member 91. The threaded tube 95 journals through a second
threaded actuation nut 96 attached to the end of forward telescoping member 92. Thus,
as threaded shaft 93 rotates, the threaded tube 95 rotates in concert and a linear
force is imparted to forward telescoping section 92 through second threaded actuation
nut 96. A twofold linear motion is thus applied to the sidewall 26 being deployed
or retracted. For a detailed description of the structure and mechanical action of
this power beam see the aforementioned co-pending patent application.
[0016] As shown particularly in Fig. 4, in the embodiment of Figs. 1-6, the outward endwall
section 27A is connected with sidewall 26 by means of continuous hinge 28 and with
inward endwall section 27B by continuous hinge 29. Inward endwall section 27B is further
connected with the sidewall 13 by continuous hinge 30. Both sets of endwall sections
are connected in the same manner. Thus, when sidewall 26 is fully deployed, the two
sections of each endwall 27 are deployed on either side of the now completed enclosure
31. In the embodiment of Figs. 11-12, the endwall 32 is a single unit and is hinged
only on one side to the sidewall 13.
[0017] A mechanism for rotating the floor 37 into position is shown in side view in Figs.
30 and 31. When the expanded section is actuated, the floor member 37 is rotated from
its stacked, vertical position to a horizontal position where it serves as the floor
of the expanded section. The double acting hydraulic cylinder 115, and its counterparts
along the length of the floor member 37, serve as both driving and holding means.
Hydraulic cylinders 115 are attached by a pivot mount 116 underneath the floor 120
of the core structure 10. The cylinder rod 117 of hydraulic cylinder 115 is attached
by a pivot mount 118 to a right angle scoop 114 attached to floor extension 119. Extension
119 serves to extend the depth and travel of the floor 37 so that with a slight rotation
of the axis of hydraulic cylinder 115 about pivot mount 116 movement of the floor
37 through 90 degrees about continuous hinge 38 may be accomplished. In the horizontal,
deployed position the hinge 38 and the action of hydraulic cylinder 115 serve to hold
the floor 37 steady. In addition, the floor 37 rests on the lower power beams 33A,
33B, 33C and 33D, shown particularly in Fig. 4.
[0018] The connections between the structural members of the expanded section may be seen
for one embodiment by comparing Figs. 7A and 9. The selected sidewall/roof 14 against
which the structural members of the expanded section are stacked is connected by continuous
hinge 19 to the sidewall 13; the selected sidewall/roof 14 is seen to form a principal
part of the sidewall 13. Next in order is the sidewall 26 which is positively held
on its bottom by lower power beams 33A, 33B, 33C and 33D which are housed within the
floor 120 of the core section. Next in order, the endwalls 27A and 27B are interconnected
about hinge 29 inbetween sidewall 26 and floor 37. At the outer edge of endwall section
27A there is a connection to sidewall 26 by continuous hinge 28; at the inner edge
of endwall section 27B there is a connection to sidewall 13 by continuous hinge 30.
Finally, the floor section 37 is connected with the floor of the core section by means
of continuous hinge 38. In the unexpanded mode each of the aforedescribed structural
members is stored in vertical side by side relationship and against the selected sidewall/roof
14. The connections between the structural members in another embodiment may be seen
by comparing Figs. 13A and 16. Here, the selected sidewall/roof 14 is connected to
the frame by hinge 19. The sidewall 26 is positively held by the linear power beams
within the subflooring as shown particularly in Fig. 11. The unitary endwalls 32 are
connected by continuous hinge 46 with the sidewall 13. Finally, the floor 37 is connected
by hinge 38 with the floor 120 of the core structure.
[0019] A manually actuated, small scale version of the expandable structure of the present
invention is shown in Figs. 32-37. Here, a travel trailer 130 incorporates an expandable
structure 128 on one side. As seen in the cross sectional view of Fig. 36, the structural
members in their stored position occupy only a small portion of the interior space
of the travel trailer adjacent the selected sidewall/roof 131. The structural members
comprise, in order of stacking, the selected sidewall/roof 131, sidewall 133, folded
endwall sections 132a and 132b, and floor 135. Selected sidewall/roof 131 is connected
by hinge 136 to the side 129; endwall sections 132b are connected by hinges 137 to
the side 129; and floor 135 is connected by hinge 140 to the side 129. In addition,
the foldable endwall sections 132a and 132b are interconnected by continuous hinge
139; and the endwall sections 132a are connected to sidewall 133 by hinges 138. The
structural members, and particularly the floor 135 and the endwall sections 132b,
are of durable sheet material in order to support furniture, goods and personnel within
the expanded section with no support of the expanded section from the ground.
Sequence of Expansion
[0020] The special function of the expandable core structure 10 is that it may be rapidly
expanded into a substantial structure which has a multiple of the original floor space
available for useful operations. The sequence of expansion is a key to the successful
accomplishment of this function. The sequence of expansion is illustrated in Figs.
1-6. The expansion sequence is straightforward and may be carried out in a matter
of minutes by personnel having minimal skills. The sequence contemplates first deploying
a significant portion of the initial sidewall 13, the sidewall/roof 14, as one of
the structural members of the expanded section and then deploying, in the logical
order described subsequently, the remaining structural members. The structural members
are individually actuated rather than being actuated as groups of structures as, for
example, in J. A. Wenger, "Mobile Center," U.S. Patent No. 3,620,564, or A. J. Reynolds,
et al., "Expandable Portable Shelter," U.S. Patent No. 3,421,268.
[0021] Deployment of the individual structural members may be by hand for small, lightweight
versions or by mechanical means for commercial or industrial units. In the preferred
commercial embodiment, the motive means are linear power beams enclosed within the
roof structure and within the subflooring thereby leaving the interior of the core
volume free of expansion hardware. The motive means for the power beams may be hydraulic,
mechanical or electrical. The motive means, in order of preference, are as follows:
(1) Hydraulic.
(2) Hydraulic over mechanical.
(3) Electrical over mechanical.
(4) Manual.
[0022] In the ensuing discussion, it should be realized that the deployment of an expanded
structure on one side of the structure 10 is being described. A key feature of the
present invention is that a companion structure may be expanded on the opposite side
of the core structure or on either end. Each expansion is able to provide a side room
of comparable floor space to the initial core structure 10. As described subsequently,
this is due to the ability of the upper and lower power beams to translate linear
movement into rotational and extended linear forces without occupying any portion
of the interior volume of the core structure.
[0023] The first step in the sequence of expansion is to rotate the selected sidewall/roof
14 up to form the roof of the expanded section. Initially, as shown in Figs 1-3, the
selected sidewall/roof 14 forms a majority of the sidewall 13 and is hinged to the
roof perimeter frame 16 by continuous hinge 19. As a preliminary step, the locks 9
are released so that the bottom of the selected sidewall/roof 14 is free to rotate
away from floor perimeter frame 17. Along its length, at regular intervals, the selected
sidewall/roof 14 is attached by cables 22A,22B,22C, and 22D to the upper power beam
units 21A, 21B, 21C, and 21D, respectively. The function of the upper power beams
21A, 21B, 21C, and 21D is to apply a torque to the selected sidewall/roof 14 about
the continuous hinge 19 to produce a rotation of the selected sidewall/roof 14 from
the vertical to the horizontal position. Briefly and as described previously in the
section "Expandable Structure", the power beam units comprise apparatus of linear
configuration which are housed, respectively, within the power beam enclosures 20A,
20B, 20C, and 20D located inbetween the roof sections 11 of the core structure 10.
Within each power beam enclosure, in the preferred embodiment of the expandable structure,
there will be a companion power beam unit oriented in the reverse direction for rotating
the companion selected sidewall/roof on the opposite side. In operation, the slidable
beams 24A, 24B, 24C, and 24D are driven outward from the surface of roof perimeter
frame 16 by means of hydraulic cylinder 52, shown in Figs. 18-20. The slidable beams
24A,24B,24C, and 24D are first driven to the point where a sufficient force is first
applied to lift the selected sidewall/roof 14; this point at which lift is initiated
is shown in Fig. 2. Initiation of lift occurs when the cable 58, 22 stretches the
spring 64 to the point that fitting 63 contacts stop 62. When this point is reached,
the hydraulic cylinder 52 continues to drive the cylinder rod 51 outward, and the
slideable beams 24 continue to move outwardly thereby drawing the cables 22A, 22B,
22C and 22D up into the interior of the slideable beams 24A, 24B, 24C and 24D, so
that a significant torque is applied to selected sidewall/roof 14 about the continuous
hinge 19. Rotation continues gradually until the cylinder rod 51 reaches the end of
its travel at which point the selected sidewall/roof 14 will be substantially in
a horizontal position and positioned so that the sidewall 26 and endwalls 27a and
27b may be moved under it. As seen by comparing Figs. 4 and 5, the slideable beams
24A, 24B, 24C and 24D may be withdrawn once the selected sidewall/roof 14 is supported
by endwalls 27A and 27B and by sidewall 26, and the spring 64 will take up the slack
on the cable 58.
[0024] The next step in sequence in the preferred embodiment is to force the sidewall 26
outwardly. This is accomplished by means of lower power beams 33A, 33B, 33C, and 33D,
which positively hold sidewall 26 as shown in Figs. 4-5 and 11. These power beams
are housed within the subflooring of the core structure 10 and may consist of apparatus
as shown in Figs. 21-23A, Figs. 24-26A or 27-29A. The power beams 33A, 33B, 33C, and
33D are actuated in unison so that each section of the wall experiences comparable
force and stresses are not imparted to the wall 26. By the time the sidewall 26 is
fully deployed by means of the lower power beams 33A, 33B, 33C, and 33D, the endwalls
27A and 27B are also fully deployed as they have been pulled along behind the sidewall
26. When fully deployed, they are held taut between the edges of sidewall 26 and sidewall
13 and vertical corner member 15a.
[0025] For the embodiment of Figs. 11-17 having solid endwalls 32, a separate step is followed
at this junction to rotate the endwalls 32 into position. The hydraulic cylinders
47 are actuated to rotate the endwalls 32 about the hinge 46 which connects the endwalls
32 to the sidewall 13. The stored position is shown in plan view in Fig. 15A. The
deployed position is shown in side view in Fig. 14 and in plan view in Fig. 15B. In
Fig. 11 the endwall 32 is shown in perspective view as it is being rotated into position.
[0026] The final step in the sequence of expansion is the lowering of the floor 37 about
the continuous hinge 38, as shown in Fig. 5. Here, the floor 37 is being rotated about
hinge 38. The manner of rotation may be seen by comparing Fig. 30 with Fig. 31. In
Fig. 31, the double acting cylinder 115 has been actuated to rotate the floor 37 from
its vertical, stored position through 45 degrees. Once the floor has been fully rotated
into place, as shown in Fig. 30, the expanded section is now complete as shown especially
in Figs. 6 and 12.
[0027] A reversal of the above-described sequence is followed to collapse the expanded section.
Thus, the floor 37 is first rotated to an upright position; the slideable beams of
the upper power beam are extended to again support the selected sidewall/roof 14;
power beams 33A, 33B, 33C, and 33D retract the sidewall 26, thereby causing endwalls
27A and 27B to fold together inwardly about continuous hinge 29; and the upper power
beam is gradually retracted to allow the selected sidewall/roof 14 to rotate downwardly
into its vertical position as a substantial portion of sidewall 13. In practice, it
has been found that deploying and collapsing the expandable structure of the type
of Figs. 1-6 and Figs. 11-12 takes only a few minutes.
[0028] The sequence of expansion for manually actuated units of the type of Figs. 32 to
37 is the same as previously described for units actuated by power beams. Here, the
forces are applied by one or more individuals who rotate, push or pull the structural
members into place. A pole may be provided to push initial sidewall 131 into position;
handles may be provided on sidewall 133 to allow it to be pulled out from the outside;
and a cord may be provided on the inside of the travel trailer 130 to allow the floor
135 to be slowly rotated into position. The sequence of expansion for the expandable
structure 128 is as follows:
(1) rotate the selected sidewall/roof 131 upwardly from its vertical position to a
near horizontal position;
(2) pull sidewall 133 outwardly to both support selected sidewall/roof 131 and to
form an exterior boundary for the expanded structure;
(3) pull endwall sections 132a and 132b from their folded position to an extended,
locked position, as an inherent part of performing step (2) for this embodiment. If
the endwalls are solid units such as shown for the embodiment of Fig. 11 then a separate
step is performed; and
(4) lower floor 135 from the vertical, stacked position to the deployed horizontal
position.
[0029] The sequence for collapsing the expanded structure of Figs. 32-34 is as follows:
(1) rotate floor 135 about continuous hinge 140 from the deployed horizontal position
to the veritcal, stacked position shown in Fig. 36;
(2) push sidewall 133 inwardly, thereby folding the endwall sections 132a and 132b
together about continuous hinge 139 ahead of sidewall 133; and
(3) lower selected sidewall/roof 131 so it serves as a substantial part of the side
129.
[0030] The principle of the expandable structure and sequence of expansion of the present
invention can be applied in numerous configurations. For example, as shown in Fig.
10, the expanded section can extend the full length of the enclosed structure and
can have a row of windows 41 along the side. Here, the doors 42 are shown to be located
on the end of the enclosed structure. Also, the expanded section 43 runs the full
length of the opposite side of the enclosed structure, and the power beams for actuating
the expanded sections reside side by side in reverse orientation in power beam enclosures
such as enclosures 20a-20d of Fig. 3 and within the subflooring of the core structure.
In addition, by arranging the power beam units at different levels, a core section
may have expanded sections on all sides. The minimal storage volume on each side that
is occupied by the structural members does not reduce significantly the storage space
available within the core structure, even for such embodiments.
[0031] The utility of the expandable structure of the present invention is highlighted by
the cross sectional views of Figs. 7, 7A and 8, and Figs. 13 and 13A. In Figs. 7 and
13, it may be seen that the areas 40 and 40′ are the only portions of the total floor
space of the core structure which are dedicated to storing the structural members
of the expanded sections. The majority of the floor space 43 in the interior is available
for storage of equipment and supplies. In addition, as shown particularly in the plan
view of Fig. 8, when the sections on opposing sides of the core structure are fully
expanded, no expansion hardware remains within the composite structure, either in
the region of the core structure or in the regions of the expanded structures. The
entire floor space is available for the application for which the structure is being
used. Controls for the power beams, hydraulic pumps and reservoirs, diesel generators
and other equipment are housed in rooms 48 which are externally accessible through
doors 18 but separated by wall 49 from the interior floor space 43. This is particularly
desirable for applications which require a clean, high quality environment such as
field hospitals. Here, the quality of the interior environment is determined by the
wall and ceiling coverings which are adhered to the interior surfaces of the core
structure and the expanded sections and to the air conditioning equipment used.
[0032] To facilitate setting up the expandable structure in the field there may be provided
means for raising the core structure above ground level and lowering it to the ground.
Thus, as shown in Figs. 38-40, the core structure 10 incorporates a set of vertical
jacks 141 and 142 within the vertical corner members 15A and 15D, respectively (vertical
jack 142, not shown here but incorporated in vertical corner member 15D as shown in
Fig. 1). When actuated, the vertical jacks 141 and 142 will raise the rear end of
the core structure up above ground level, as shown especially in Figs. 39 and 40.
A complementary set of vertical jack assemblies 143 and 144 are incorporated within
the framing of the equipment room 145. The vertical jack assemblies 143 and 144, shown
especially in the cross sectional view of Fig. 41, comprise a vertical jack unit 146
and horizontal displacement members 147. In operation, if the core structure is to
be placed on wheels and towed by a highway tractor, the vertical jacks 141 and 142
are actuated to elevate the rear of the core structure and the vertical jack units
146 of the vertical jack assemblies 143 and 144 are actuated in place. A set of wheels
148 (Bogies) are fitted on the rear of the core structure 10, a tractor (not shown)
is connected to the forward end of the core structure and the expandable structure
is transported to the desired location. If the core structure is to be placed on an
equipment hauling trailer, the horizontal displacement members 147 are first actuated
to drive the vertical jack units 146 outwardly whereupon the vertical jack units 146
are actuated at the same time as the vertical jacks 141 and 142. Then the trailer
is backed up under the core structure 10 and the core structure is lowered onto the
trailer. The trailer is able to move underneath the core structure 10 because the
vertical jack assemblies 143 and 144 have been displaced laterally and allow the trailer
to pass between them. The horizontal displacement members 147 are actuated by direct
linkage hydraulic cylinders (not shown). The vertical jack units 146 consist of a
hydraulic cylinder 151 which drives the inner member 149 in telescoping relationship
with the stationary member 150, as shown in Figs. 42-43. The expandable structure
may thus be taken from one location to another and set up at will
1. An expandable structure, comprising; a core structure (10) having a roof section
(16), sidewall sections (13), endwall sections (12) and a floor section (17) and which
defines an enclosure inwardly of the sections and an exterior outwardly of the sections;
a plurality of structural members (14,26,27A,27B,37) which when deployed will form
an expanded outwardly directed structure contiguous to said core structure (10), characterised
in said plurality of structural members (14,26,27A,27B,37) being stacked in vertically
disposed planes and forming a part of a selected one of said side wall sections (13)
out of which said expanded structure is to be deployed, said structural members (14,26,27A,27B,37)
including a sidewall/roof member (14), endwall members (27A, 27B) and a floor member
(37), each of which is hingedly connected to the core structure (10), said sidewall/roof
member (14) in its stacked condition hingedly connected (19) along its upper horizontal
edge to be pivoted between a stacked vertically disposed position that is substantially
coplanar with the selected wall section (13) of the core structure (10), and a deployed,
horizontally disposed position to provide the roof of the expanded structure, said
floor member (37) in its stacked condition hingedly connected (38) along its lower
horizontal edge and disposed in a vertical plane spaced inwardly of said vertically
disposed sidewall/roof (14) for interspersement therebetween of the endwall members
(27A,27B) vertically disposed hinge means (30) and support therefor, positioned in
the core (10) interior and defining a vertically disposed pivotal axis at each side
of the stacked structural (14,27A,27B,37) and between the planes of the stacked floor
member (37) and sidewall/roof member (14), said endwall members (27A,27B) including
at least a pair of endwall members (27A,27B) one each hingedly connected (30) to the
vertically disposed hinge means for pivoting of the endwalls (27A, 27B) to be projected
out through the opening in the selected sidewall section (13) provided by pivoting
of the sidewall/roof member (14) to its deployed position, and to be withdrawn into
the core (10) interior and fully hidden by said sidewall/roof member (14) and selected
sidewall section (13) in the stacked condition (Fig. 13A & Fig.26).
2. An expandable structure as defined in Claim 1 wherein said vertically disposed
hinge means (30) and support therefore is provided by a vertical support beam (15A-15D)
at a fixed position in the core (10) interior.
3. An expandable structure as defined in Claim 1 or 2 wherein the selected wall section
(13) includes a frame (200) that surrounds the sidewall/roof member (14) in close
proximity thereto in the stacked condition thereby presenting a substantially uninterrupted
outer wall surface of the core (10) structure.
4. An expandable structure as defined in Claim 3 wherein a false wall section (8)
provides the vertically disposed hinge means (30) and support therefor, said false
wall (8) section rendering the side edges of the stacked structural members (14,27A,27B,37)
hidden from interior observation while said surrounding frame (200) of the outer wall
renders said side edges hidden from exterior observation.
5. An expandable structure as defined in any preceding claim wherein the sidewall/roof
member (14) is hingedly connected (19) to an overhead portion of the frame (16) of
the selected sidewall section (13) surrounding the sidewall/roof member (14), and
the floor member (37) is hingedly connected (38) to the floor section (17) of the
core structure (10) along an exposed edge thereof set inwardly from the selected sidewall
section (13) to permit inward positioning of the floor member (37) in its stacked
condition (Fig.9).