GB2449328A - Blast shelter - Google Patents
Blast shelter Download PDFInfo
- Publication number
- GB2449328A GB2449328A GB0803661A GB0803661A GB2449328A GB 2449328 A GB2449328 A GB 2449328A GB 0803661 A GB0803661 A GB 0803661A GB 0803661 A GB0803661 A GB 0803661A GB 2449328 A GB2449328 A GB 2449328A
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- GB
- United Kingdom
- Prior art keywords
- shelter
- protective shelter
- beams
- roof
- protective
- 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.)
- Granted
Links
- 230000001681 protective effect Effects 0.000 claims abstract description 50
- 239000004576 sand Substances 0.000 claims abstract description 18
- 239000000463 material Substances 0.000 claims abstract description 9
- 230000000712 assembly Effects 0.000 claims description 4
- 238000000429 assembly Methods 0.000 claims description 4
- 239000004744 fabric Substances 0.000 claims 1
- 239000011236 particulate material Substances 0.000 claims 1
- 238000005474 detonation Methods 0.000 description 14
- 239000012615 aggregate Substances 0.000 description 13
- 239000011120 plywood Substances 0.000 description 6
- 230000015572 biosynthetic process Effects 0.000 description 5
- 238000005755 formation reaction Methods 0.000 description 5
- 239000002689 soil Substances 0.000 description 5
- 239000004746 geotextile Substances 0.000 description 2
- 229910052751 metal Inorganic materials 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 230000004308 accommodation Effects 0.000 description 1
- 239000000956 alloy Substances 0.000 description 1
- 229910045601 alloy Inorganic materials 0.000 description 1
- 239000004411 aluminium Substances 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- 150000001398 aluminium Chemical class 0.000 description 1
- 235000019994 cava Nutrition 0.000 description 1
- 230000001010 compromised effect Effects 0.000 description 1
- 239000003550 marker Substances 0.000 description 1
Classifications
-
- 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
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/04—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate against air-raid or other war-like actions
-
- 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
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/04—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate against air-raid or other war-like actions
- E04H9/10—Independent shelters; Arrangement of independent splinter-proof walls
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
A protective shelter <B>10</B> that can provide protection within a war zone and which can be readily assembled in a readily assembled in a quick, secure and reliable manner. The shelter is formed of opposite outer walls <B>48</B>, <B>50</B> and a roof structure <B>18</B>, <B>20</B>, <B>22</B> extending therebetween. The roof structure comprises a plurality of tray members supported by beam supports and in which the plurality of tray members is arranged to receive earth, sand or aggregate material <B>A</B> so as to provide a first layer of protection via the roof structure. The tray members can be supported by beams serving to define a shallow arch across the shelter such that the internal height of the shelter centrally, and away from the opposite walls, is greater than the height of the said walls. There may be an outer skin provided spaced from the aggregate or filling material <B>A</B>.
Description
PROTECTIVE SHELTER
DESCRIPTION
l'he present invention relates to a protective shelter and, in particular, to such a shelter that can provide protection within a war zone and which can be readily assembled in a quick, secure and reliable manner.
While a variety of requirements arise fbr temporary. or at least quickly-built shelters.
there is generally a compromise between the level of protection offered by the shelter and the speed, reliability and ease with which such a structure can be built.
Also, the degree of protection required by the shelter can change over time and known protective shelters, while perhaps providing an appropriate initial level of protection, may not be suited to a scenario in which a lesser, or greater, degree of protection is required.
The invention seeks to provide tbr a protective shelter having advantages over known such shelters.
As will he appreciated from the ftliowing description, examples of a shelter embodying the present invention can be quickly and, importantly, reliably constructed in a manner requiring a minimum number of personnel and, critically, in a manner such that each separate component of the structure can be removed and lifted single handedly.
Also. all separate components can advantageously he of a size such that they are readily transportable, in flat-packed unassembled fbrm on a pallet, such as a pallet oldimensions 2 metres x 2.2 metres.
As will he appreciated, the invention provides ür a protective shelter offering opposite outer supports and a roof structure extending between the supports, wherein the roof structure comprises a plurality of tray members arranged to receive earth, sand or aggregate material defining an inner skin to provide a first level of protection in the roof structure, and the tray members are arranged to be supported by beams, wherein the beams are arranged to define a shalloi arch across the shelter such that the internal height of the shelter centrally, and away from the opposite Supports is greater than the height of said supports.
In order to assist the quick and reliable Ibrmation of such a shallow arch structure, the supporting beam members ad'antageously comprise beams of identical shape and configuration and the end faces of which are angled, or bevelled, in respect to a plane perpendicular to the longitudinal extent of each of the beams. The angle to the said plane is advantageously 7,50 As a further advantage, the ends of the transverse beams that are arranged to be supported by the side walls are arranged to he received by anchor assemblies. Preferably, a vertical member of the transverse beams includes sections to accommodate Hitch plates, for supportively connecting the beams. Preferably still, the sections are controlled tolerance channels in the beams. Advantageously, securing the transverse beams with the flitch plates in this manner creates a strong continuous roof beam.
The anchor assemblies advantageously serve to space the transverse beams along the length of the shelter and are arranged such that each transverse beam is effectiveR connected to, in a secure manner, and sandwiched between, adjacent anchor assembly units. Alternatively, it can be considered that each anchor assembly unit is eflCctivel' securely connected to, and sandwiched between, adjacent transverse beams.
In any case, the anchor assembly units, through their secure engagement to the transverse roof beams. provide for a rigid footing/support structure that extends along the length of the upper surface of the walls of the shelter and thereby combine to effectively define a lintel beam extending along the length of the wall. Such rigid supporting structure provided by the interconnected anchor assembly units serves to define the aforementioned lintei beani in a manner such that, should the outer wall sufThr damage, or the integrity thereof be in any way compromised, the rigidity and stability of the overall roof structure can remain intact advantageously serving to retain the roof structure in place in spite of any such damage to the wall(s).
The structure of the invention can advantageously include a second laterally extending layer, spaced from the tray members and arranged so as to dcflne a pre-detonation screen.
The pre-detonation screen is advantageously spaced from the initial layer formed by the tray members and the soil, sand, aggregate layer by a distance in the order of I metre.
Preferably, the tray members comprise a series of inter connected identical tray members having mutually connectable engagement formations at opposite ends thereof.
As a further feature, the portions of the roof structure provided above the earth, sand or aggregate layer can advantageously he formed from the inter connected metal poles, fbr example such as scaffold poles.
Such poles are arranged to provide roof' trusses and rafter poles. within the overall structure of the roof. As one example, the pre-detonation screen can comprise plywood panels having a thickness of 19mm.
As should be appreciated from the above, and from the description below, the invention is particularly advantageous insofar as the roof structure can he readily formed on gabion units which are arranged to form the opposite walis of the shelter.
The wall structures can he formed from structural blocks such as those that are the subject matter of European Patent 0466726.
The overall protective shelter can then be quickly and reliably constructed as required.
and in a manner responsive to the level of' danger faced, and the level of protection required.
For example, once the gabions are in place to form the walls of the shelter, the roof structure can he readily, reliably formed, requiring a minimal number of personnel and.
through use of the component parts described herein, in a structurally rigid and reliable manner so as to first provide a basic level of blast protection by way of the transverse beams and inlerlying series connected trays, as described fijrther herein, and the layer of earth, sand or other aggregate provided thereon.
The level of protection can be further enhanced by inclusion of a pre-detonation screen which, again, can be constructed in a fast, efficient and reliable manner as and when required.
An adaptable degree of protection can then advantageously be provided by a shelter embodying the present invention, The invention is described further hereinafter, by way of example only. with reference to the accompanying drawings in which: Fig. I is a sectional view of a protective shelter according to an embodiment of the present inention Fig.la is a side elevational view showing additional detail of the connecting structure roof trusses and supports of the protective shelter of Fig. 1 Fig.lb is a side elevational view showing additional yet further detail of the roof trusses and supports of the protective shelter of Fig. I Fig. 2 is a plan view of the protective shelter illustrated in Fig. 1; Fig. 3 is a lijrther plan view showing additional detail of the protective shelter of Fig. 1: Fig. 4 is a further plan v ie showing et further additional detail of the shelter of' Fig. I Fig. 5 is the plan view showing further detail of the shelter of Fig. I and, in particular, pre-detonation screens laid on the roof structure thereof Fig. 6a and 6h illustrate connecting members br connecting roof trusses within the roof structure to transverse beams of the roof structure; Fig. 7 comprises a side elevational view of a transverse beam of the structure Fig. I and Fig. 7a comprises a transverse sectional view of such a beam; Fig. 7b is a side elevational view showing yet further additional detail of the roof trusses and supports of the protective shelter of Fig. I Fig. 8 is a side elevational view of a tray member again forming part of the roof structure illustrated in Fig. I but not visible therein; Fig. 9 is a side elevational view of the structure of a roof beam anchor assembly unit according to an embodiment of the present invention; Fig. 10 is an elevational plan iew of the roof beam anchor assembly unit of Fig. 9: and Fig.11 is a perspective view of the supporting opposite walls and stand-off walls of the protective shelter.
Turning first to Fig. I, there is provided a sectional view of a protective shelter (1 0) according to an embodiment of the present invention.
The shelter (10) is provided with opposite side walls (l2a), (12b) firmed of aligned gabions upon which a roofstructure according to the invention is supported.
The roof structure in the illustrated embodiment comprises a pair of parallel longitudinal beams (14). (16) extending along the length of the shelter (10) and parallel to the opposite walls (12a), (12h).
Supported upon the longitudinal beams (14), (16) and extending in a manner perpendicular thereto across the width of the shelter (10) so as to be supported in part upon the upper surface of the opposite walls (I 2a), (1 2h) is a transverse beam structure comprising three elongate series connected transverse beams (18). (20), (22).
Each of the transverse beams (1 8), (22) that s supported on the upper surface of each of the opposite walls (12a) (l2h) is arranged to engage with a roof beam anchor assembly unit (23). In addition to providing secure support for the transverse roof beam structure I 8). (20). (22) on the opposite walls (I 2a). (1 2h), such roof beam anchor assembly units (23) are also arranged to he interconnected by way of their connection to their respective transverse roof beams (18), (22) so as to provide for a rigid and secure lintel beam structure extending along the lengths of the walls (12a). (l2b). The shape and configuration and structural detail of each of the roof beam anchor assembly units (23) is illustrated in further detail later with reference to Figs. 9 and 10.
As can be seen from Fig. I, each transverse beam (1 8), (20), (22) is positioned at a slight angle to its neighbour SO that when conjoined in series as illustrated in Fig. I, the transverse beam structure (18), (20), (22) forms a shallow arch extending between the opposite side walls (12a), (12b).
As will he appreciated from the further discussion of Fig. 7 below, each end face of each transverse beam (1 8), (20). (22) is provided at a shallow angle, and preferably in the order of 7.5 , to a plane perpendicular to the longitudinal extent of the beam such that, when the respective end faces of each series connected transverse beams (1 8), (20), (22) abut, the shallow arch is readily formed in an appropriate configuration.
The provision of such a shallow arch advantageously provides for a suitable internal height to the protective shelter, whilst advantageously limiting the height to which the supporting opposite walls (12a). (l2b) have to he provided, and thus also the thickness to which such walls (12a), (12h) have to be provided.
Through such careful design of the structural components of the roof as illustrated in Fig. the roof structure can he provided in a manner such that each single component can he lifted and manipulated single handedly.
Extending upwardly from the transverse beam structure (I 8),(20), (22), and from locations approximate the ends of' the transverse beams (1 8), (20), (22) are respective pairs of roof trusses (24). (26): (2). (30). (32). (34).
In the illustrated example, the roof trusses are in the form of metal poles and the ends of each respective pair (24). (26): (28), (30); (32), (34) of roof truss poles remote from the transverse beam structure (18), (20), (22) are connected together either directly or by way of further features of the roof structure to be described below.
The respective pairs of roof trusses (24), (26); (28), (30): (32), (34) serve to support rafter poles (36), (38) which extend in a trans'erse manner across the upper part of the roof structure of the shelter (10) in the manner illustrated.
The outer ends of the rafter poles (36). (38) are connected to eaves poles (40) which extend longitudinally along the roof structure of' the shelter (10) and in a direction parallel to the opposite walls (1 2a), (I 2h).
The inner ends of the rafter poles (36), (38) are connected to a central ridge pole (42) which, in the illustrated example, can comprise a scaffbld tube, and which serves to define the upper extent of the roof structure of the shelter (10).
As with the eaves poles (40). the ridge pole (42) extends longitudinally along the length of' the shelter (10) and in a manner parallel to the opposite outer walls (12a), (l2h) and the longitudinal beams (14). (16).
As a further feature, adjustable internal props (44). (46) are included so as to provide internal support to the longitudinal beams (14), (16).
Although the illustrated embodiment is designed around an outer wall of gabions, if insufficient support might he provided thereby. adustahle props (48), (50) can likewise be provided within the wall structure so to provide appropriate support to the roof' structure as illustrated.
As will he described in further detail below, the rafter poles (36), (38) and the outermost roof trusses (24), (34) serve to provide support br a pre-detonation screen (52) which, in the illustrated embodiment, can he formed of plywood panels. Fig.la illustrates an elevational view of the intersection of the ridge pole (42), rafter poles (36). (38) and roof trusses (28). (30) in more detail. Likewise, Fig. lb illustrates an elevational view of the intersection of the eves pole (40), railer pole (38) and roof trusses (32), (34) in more detail.
To complete the structure, and provide some weatherproofing thereto, an outer roof fibric cover (54) is included and which can be anchored to the outer surfaces of the opposite walls(12a), (12h).
As will be appreciated from Fig. 1, the roof structure of the protective shelter(l0) of the illustrated embodiment effectively forms a two-skin structure in which a pre-detonation screen is provided by the plywood panels as a first outer skin, and a second, but somewhat more protective and rigid, inner skin is provided by laterally extending tray sections (see for example Fig. 8 below) which combine to form a surface in the planes of each of the transverse beams (18). (20), (22) and upon which earth, sand or other aggregate is located such as illustrated by arrow A in Fig. I. Insofar as the pre-detonation screen provided by the plywood panels (52) is of an appropriate thickness to achieve detonation oI for example, incoming mortar rounds, the product of any such blast is then advantageously absorbed by the earth, sand or aggregate layer (18) located on the trays of the roof structure so as to maintain overall integrity of the inner layer of the roof structure and provide an appropriate level of protection for personnei located within the structure.
Advantageously, the distanLe between the pre-detonation screen (52) and the earth, sand or aggregate layer (80) is in the order of I metre so as to provide for appropriate blast resistance.
Turning now to Fig. 2 there is provided a plan view of the protective shelter of Fig. I hut illustrating only the transverse beam structure (18), (20). (22) thereol.
As will be appreciated, while only one of the transverse beam structures (1 8), (20), (22) was iflustrated in the sectional view of Fig. 1, a plurality of such structures is provided extending transversely in parallel along the length of the shelter (10). The adjacent transverse beams (I 8), (22) are separated by, but securely connected to. beam anchor assembly units to be described further below hut the location of an adjacent pair of which is shown by arrows (23) in Fig. 2.
Although not visible in Fig. 2, a series of aluminium trays is mounted between each pair of transverse beams (18), (20), (22) as fllustrated ill Fig. 2 and a section of' each of' those beams is formed as an inverted T so as to provide ledges upon which (lie trays are mounted The exact configuration of one example of such a tray is discussed further below in relation to Fig. 8.
insofar as the series of interconnected trays located between each pair of transverse beams (18), (20), (22) is arranged to received a layer of' soil, sand or other aggregate, it has been found advantageous to include a geotextile layer upon the trays and prior to the provision of the layer of soil, sand or aggregate. The geotextile material is advantageously clipped, or generally secLired in any appropriate manner, to the transverse beams.
SuLII a geotcxtiie layer (not shown in the drawings) serves to prevent the ingress of sand through the roof' structure and into the accommodation offered by the protective shelter, and further serves to enhance the integrity of' the soil, sand or aggregate layer should damage be suffered by any one or more of the supporting trays.
Fig. 2 also provides a clear indication of the particular dimensions of' the protective structure illustrated in section in Fig. 1.
Turning now to Fig. 3 a similar plan view to that of Fig. 2 is provided hut in this instance only the roof truss structure (24), (26), (28), (30), (32), (34) are illustrated along with the ridge pole (42) and caves poles (40).
Again, and as with the transverse beam structure (18), (20). (22) illustrated further in Fig. 2. the roof structure (24). (26). (28), (30). (32). (34) is repeated along the length of the protective shelter (10).
With regard to Fig. 4, the roof trusses, ridge pole and eaves poles are again illustrated but now in combination with the rafter poles (36) which, as respective pairs, extend transversely across the roof structure of the protective shelter (10) either side of the series of roof trusses.
The pre-detonation screen (52) provided by the plywood sheets is illustrated for completeness in Fig. 5 and ii should be appreciated that, in the illustrated embodiment, plywood sheets of 19mm thickness are employed in an attempt to ensure detonation of incoming mortars etc. Turning now to Fig. 6a and 6h there are illustrated part sectional and plan views of connector members (not identified in Fig. 1) serving to allow for the connection of the roof trusses to the transverse beam structure (I 8), (20), (22).
The embodiment is illustrated through reference to a roof truss (26) such as that uttakd iii Fig. and edcil connector comprises a blind bore (56) arranged br receiving the end of the roof truss (26) therein and wherein the end of the connector remote from the blind bore (56) is provided with two apertured lugs (58). (60) by means of which the connector can be bolted to the transverse beam structure (18), (20), (22) as illustrated in Fig 1 With regard to Fig. 7 there is illustrated a side elevational view of one of the three transverse beams (I 8), (20), (26) illustrated in Fig. I. 1 0 Fig 7a is a transverse sectional view of the beam (1 8) of Fig. 7 and such as employed as the transverse roof beams (I 8). (20), (22) illustrated in Fig. I. The inverted T Section of the roof beam (18) is clearly illustrated in Fig. 7a by reference to the laterally extending support portions (19), (21) which are arranged to engage with the lateral extents of each of the sand, earth or aggregate-bearing trays discussed lijrther herein as part of the root structure.
As will he appreciated, each end face of the transverse beam (18) is of an angled or bevelled configuration and preferably offers an angle o 7.5 to a plane perpendicular to the longitudinal extent of each transverse beam.
Referring again to Fig. I, it will be appreciated that the previous connected transverse beams (18), (20), (22) serve to fbrm a shallow arch and it is the angled/bevelled ends of each of the beams (18), (20), (22) as illustrated in detail in Fig. 7 that serve to ease the firrnation of such a shallow arch and in a manner such that each of the beams (18), (20), (22) could be replaced with the other if required.
Thus, a secure structure can be formed in an efficient and speedy manner since positional selection of each of the transverse beams (18). (20). (26) is not required.
Also illustrated within Fig 7 are the apertures by means of which bolts are received for the series connection, by means of fitch plates or bracket members, ot the transverse beams (18), (20), (22) and also for connection of the roof trusses (26), (28), (30), (32) as illustrated in Fig. I. Fig.7b shows an elevational view of an exemplary fitch plate (70) in more detail, to which the connector members comprising blind bores (56), illustrated in Figs. 6a and 6h. and transverse beam structures (I 8), (20) and (22) are attached. An optional marker bar (72) can he attached to the fitch plate (70 for aligning the fitch plate with the beams.
II
Turning to Fig. 8, there is illustrated as a side elevational view, one (62) of a plurality of trays which sit in between each of the parallel transverse beam structures (18), (20), (22) as best illustrated in Fig. 2 so as to receive the soil, sand or aggregate thereon and provide the required level of protection against shrapnel etc. As will be appreciated. each of the transverse beams (18). (20), (22) has itself a inverted T cross section such that each pair of adjacent beams offers a ledge between which the elongate trays can he mounted.
As with the transverse beams (18), (20), (22) that extend in series across the width of the shelter (10), the trays (26) are arranged to be connected in a series manner extending across the width of the shelter (10), and of course in between Ihe respective parallel transverse beam structures (18), (20), (22) and the respective ends of which are provided with co-operating engagement formations (64), (66).
As will he appreciated from Fig. 8. when two or more of the trays (62) are interconnected an upstanding engagement formation (66) of one tray is received within a hook formation (64) of its series connected adjacent tray.
Again, such features are particularly advantageous in allowing tbr a quick, yet secure, formation of a strong hut lightweight roof structure for the shelter. The structure of each of the trays can he further enhanced by the inclusion of laterally extending roofs (68) so as to provide bend-resistance to any blast that might occur in the vicinity of the pre-detonation screen, and aiso to assist in siahilising the mass ol earih, sand ot dgglegdLe provided thereon.
Turning now to Fig. 9, there is illustrated further detail of one of the roof beam anchor assembly units (23) illustrated earlier in relation to Fig. I Fig. 9 comprises a side elevational view of a roof beam anchor assembly unit (23) such as moLmied upon the outer wall (I 2a) of Fig. I and which comprises a pair of florizontaily extending footing plates of which one (29) is shown in Fig. 9 and from which extends an inclined lceplate (3 I) extending upwardly at an inclined angle as illustrated in Fig. 9 hut also extending as illustrated further with reference to Fig. 10 along the length of the root beam anchor assembly unit (23).
Welded in a vertical orientation at each end of the roof beam anchor assembly unit (23) is a pair of end plates of which OflC (25) is illustrated in Fig. 9.
Each end plate (25) includes a pair of aligned apertures (27) arranged for the engagement of the roof beam anchor assembly unit (23) with, for example, the transverse beam (18) as illustrated in Fig. I and, in particular. a bolt and flitch plate arrangement associated therewith Turning to Fig. 10, the full detail of the illustrated embodiment of the roof beam anchor assembly unit (23) of the present invention is provided by way of a plan view of the unit (23).
1-lere the vertically extending side wall portions (25), (25') are clearly shown along with the laterally extending plate (3 1). The location of each of the respective footing plates (29), (29') is also illustrated.
In use in the arrangement of Fig. I, it will be appreciated that a plurality of such roof beam anchor assembly units (23) are located in side-by-side manner and with each side piate 25), (25') secured to a transverse roof beam (IS). Thus, each of two adjacent roof beam anchor assembly units (23) is connected to, and effectively separated by, a common transverse roof beam (18) such that, along the length ot the upper region of the wall (12a), there is provided a continuous lintel beam defined by way of the interconnected roof beam anchor assembly units (3 I) and spaced transverse roof beams (1 8).
As illustrated in Fig. II, the doorway of the protective shelter can find further protection by the provision of one or more stand-off walls (/4) located outside the door of the shelter and formed by a line of, for example, seven, bastion units and wherein a porch (76) for such roof structure is provided extending between the shelter and the stand- ofT wall and which can comprise a crate structure (78) on which are provided smaller gahion units with sand provided thereon.
Then, above the crate-supported gahion units offering the protective porch (76) for such roof structure to the dooray for the protectie shelter, an extension of the pre-delonation layer can he provided SO as to extend the level of protection offered by the roof structure to the general internal region of the protective shelter, to the region of the shelter's doorway.
It should of course he appreciated that the pre-detonation layer can he formed with any appropriate material, as indeed can the structure for supporting the earth, sand or aggregate layer. However, the alloy envisaged for the illustrated embodiment of the present invention proves particularly advantageous in view of its weight/strength ratio. It will flrther be appreciated that the features of the protective shelter as described herein can be supplied in unassembled flat-pack form fbr later assembly.
Claims (23)
- Claims 1. A protective shelter comprising; opposite outer supports anda roof structure extending between the supports. wherein the roof structure comprises a plurality of tray members arranged to receive earth, sand or aggregate material defining an inner skin to provide a first level of protection in the roof structure, and the tray members are arranged to be supported by beams, wherein the beams are arranged to define a shallow arch across the shelter such that the internal height of the shelter centrally, and away from the opposite supports is greater than the height of said supports.
- 2. The protective shelter of Claim I, wherein the beams are transverse beams extending between the opposite outer supports.
- 3. The protective shelter of Claims 1 or 2, wherein the beams are of identical shape and configuration.
- 4. The protective shelter of Claim 2 or 3, wherein end faces of the transverse beams are angled with respect to a plane perpendicular to the longitudinal extent of each of the beams.
- 5. The protective shelter of CLaim 4. wherein the angle to said plane is 7.5 .
- o. [he protective shelter of Claim I, wherein the roof structure further oinpriscs a screen, spaced above and extending over the tray members, defining an outer skin arranged to provide a second level of protection in the roof structure.
- 7. The protective shelter of Claim 6. wherein the screen is a protective screen.
- 8. The protective shelter of Claims 1 and 6. wherein the roof structure further includes an outer fabric cover.
- 9. The protective shelter of Claim 6. wherein the space between the tray members and the screen is in the order of 1 metre.
- 10. The protective shelter of Claim I, wherein the opposite outer supports are walls or gabions.
- 11. The protective shelter of Claim 10, wherein the gabion is a cage structure adapted to be filled with a filling material in order to provide a structural block, said cage structure comprising a wall or walls at least partially defined by open work mesh, and a lining material lying to the inside of said open work mesh to enable the cage to be filled with a particulate material which would pass through the open work mesh were it not for the presence of the lining material.
- 12. The protective shelter of Claim 2, wherein the transverse beams are further ainnged to be supported by one or more longitudinal beams arranged to extend along the length of the shelter.
- 13. The protective shelter of Claim 12. wherein the longitudinal beams are arranged to be supported by vertical supports.
- 14. The protective shelter of Claim 13, wherein the vertical supports are adjustable props.
- 15. The protective shelter of Claims 6 or 7. further comprising roof trusses arranged to support the screen.
- 16. The protective shelter of Claim IS, wherein the roof trusses are arranged as respective pairs to be fixed to and extend upwardly from the transverse beams.
- 17. The protective shelter of Claim 15 or 16, wherein each roof truss is arranged to extend upwardly from a position proximate to a respective end of the transverse beams.
- 18. The protective shelter of Claims 15 to 17, wherein the respective pairs of roof trusses are arranged to meet at an apex at an end distal to the proximate end of the transverse beams.
- 19. The protective shelter of Claims 6, fijrther comprising rafter SUpports arranged to Support the screen.
- 20. The protective shelter of C1aim 2 or 4, Aiherein the ends of the transverse beams are arranged to be received by anchor assemblies mounted on the opposite outer supports.
- 21. The protective shelter of Claim 20, wherein the anchor assemblies are arranged to space the transverse beams along length of the shelter and are further arranged such that each beam is efTèctively connected to and sandwiched between adjacent anchor assembly units.
- 22. The protective shelter of Claim 21, wherein transverse beams connected along the width of the shelter are connected using fitch plates.
- 23. A prolective shelier substantially as hereinhefore described with reference to the accompanying drawings. I,
Priority Applications (26)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL08154548T PL1992768T3 (en) | 2007-05-15 | 2008-04-15 | Protective Shelter |
EP08154548A EP1992768B1 (en) | 2007-05-15 | 2008-04-15 | Protective Shelter |
PT08154548T PT1992768E (en) | 2007-05-15 | 2008-04-15 | Protective shelter |
DK08154548T DK1992768T3 (en) | 2007-05-15 | 2008-04-15 | Shelter |
ES08154548T ES2328422T3 (en) | 2007-05-15 | 2008-04-15 | PROTECTION REFUGE. |
DE602008000036T DE602008000036D1 (en) | 2007-05-15 | 2008-04-15 | shelter |
AT08154548T ATE435348T1 (en) | 2007-05-15 | 2008-04-15 | SAFETY SPACE |
PT08737200T PT2145064E (en) | 2007-05-15 | 2008-04-18 | Protective shelter |
JP2010507988A JP2010526954A (en) | 2007-05-15 | 2008-04-18 | Protective shelter |
GEAP200811603A GEP20125490B (en) | 2007-05-15 | 2008-04-18 | Protective shelter |
EP08737200A EP2145064B1 (en) | 2007-05-15 | 2008-04-18 | Protective shelter |
PL08737200T PL2145064T3 (en) | 2007-05-15 | 2008-04-18 | Protective shelter |
AT08737200T ATE512270T1 (en) | 2007-05-15 | 2008-04-18 | SAFETY SPACE |
KR1020097026056A KR20100022978A (en) | 2007-05-15 | 2008-04-18 | Protective shelter |
CN2008800149998A CN101675200B (en) | 2007-05-15 | 2008-04-18 | Protective shelter |
PCT/GB2008/050275 WO2008139211A1 (en) | 2007-05-15 | 2008-04-18 | Protective shelter |
CA2683921A CA2683921C (en) | 2007-05-15 | 2008-04-18 | Protective shelter |
US12/595,436 US8434270B2 (en) | 2007-05-15 | 2008-04-18 | Protective shelter |
EA200971057A EA017509B1 (en) | 2007-05-15 | 2008-04-18 | Protective shelter |
DK08737200.9T DK2145064T3 (en) | 2007-05-15 | 2008-04-18 | shelters |
TW097116572A TW200912105A (en) | 2007-05-15 | 2008-05-06 | Protective shelter |
US12/118,403 US7856761B2 (en) | 2007-05-15 | 2008-05-09 | Protective shelter |
JO2008221A JO2610B1 (en) | 2007-05-15 | 2008-05-14 | Protective shelter |
CY20091101005T CY1109411T1 (en) | 2007-05-15 | 2009-09-24 | PROTECTIVE SHELTER |
HK10103798.6A HK1137791A1 (en) | 2007-05-15 | 2010-04-20 | Protective shelter |
CY20111100808T CY1111770T1 (en) | 2007-05-15 | 2011-08-24 | PROTECTION SHELTER |
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB0709319A GB0709319D0 (en) | 2007-05-15 | 2007-05-15 | Protective shelter |
GB0709569A GB0709569D0 (en) | 2007-05-18 | 2007-05-18 | Protective shelter |
GBGB0800652.0A GB0800652D0 (en) | 2007-05-15 | 2008-01-15 | Protective shelter |
Publications (3)
Publication Number | Publication Date |
---|---|
GB0803661D0 GB0803661D0 (en) | 2008-04-09 |
GB2449328A true GB2449328A (en) | 2008-11-19 |
GB2449328B GB2449328B (en) | 2011-12-07 |
Family
ID=39315621
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB0803661A Active GB2449328B (en) | 2007-05-15 | 2008-02-28 | Protective shelter |
Country Status (1)
Country | Link |
---|---|
GB (1) | GB2449328B (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2465182A (en) * | 2008-11-07 | 2010-05-12 | Hesco Bastion Ltd | Protective shelter with an earth, sand or aggregate filled roof structure |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3206896A (en) * | 1962-03-21 | 1965-09-21 | Kelsey Hayes Co | Roof structure for radiation shelter |
US3820294A (en) * | 1973-07-23 | 1974-06-28 | C Parker | Interlocking modules for rapid construction of shelters and barriers |
WO1986002688A1 (en) * | 1984-10-25 | 1986-05-09 | Lucksta-Bergenström Industri Ab | Mobile building construction |
-
2008
- 2008-02-28 GB GB0803661A patent/GB2449328B/en active Active
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3206896A (en) * | 1962-03-21 | 1965-09-21 | Kelsey Hayes Co | Roof structure for radiation shelter |
US3820294A (en) * | 1973-07-23 | 1974-06-28 | C Parker | Interlocking modules for rapid construction of shelters and barriers |
WO1986002688A1 (en) * | 1984-10-25 | 1986-05-09 | Lucksta-Bergenström Industri Ab | Mobile building construction |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2465182A (en) * | 2008-11-07 | 2010-05-12 | Hesco Bastion Ltd | Protective shelter with an earth, sand or aggregate filled roof structure |
GB2465182B (en) * | 2008-11-07 | 2013-07-31 | Hesco Bastion Ltd | Protective shelter |
US8549792B2 (en) | 2008-11-07 | 2013-10-08 | Hesco Bastion Limited | Protective shelter |
Also Published As
Publication number | Publication date |
---|---|
GB2449328B (en) | 2011-12-07 |
GB0803661D0 (en) | 2008-04-09 |
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Legal Events
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S73 | Revocation on comptroller's initiative (section 73/patents act 1977) |
Free format text: PATENT REVOKED; PATENT REVOKED UNDER SECTION 73(2) ON 31 MAY 2013 |