CN103080445A - Protective shelter - Google Patents
Protective shelter Download PDFInfo
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- CN103080445A CN103080445A CN2011800205133A CN201180020513A CN103080445A CN 103080445 A CN103080445 A CN 103080445A CN 2011800205133 A CN2011800205133 A CN 2011800205133A CN 201180020513 A CN201180020513 A CN 201180020513A CN 103080445 A CN103080445 A CN 103080445A
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- Prior art keywords
- floor
- protective shelter
- strut members
- independent
- lateral strut
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- 230000001681 protective effect Effects 0.000 title claims abstract description 37
- 239000000463 material Substances 0.000 claims abstract description 67
- 238000004873 anchoring Methods 0.000 claims description 48
- 238000005192 partition Methods 0.000 claims description 6
- 239000004576 sand Substances 0.000 claims description 5
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 238000005474 detonation Methods 0.000 abstract 2
- 238000007688 edging Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 7
- 239000012615 aggregate Substances 0.000 description 5
- 239000004411 aluminium Substances 0.000 description 3
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical group [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 3
- 229910052782 aluminium Inorganic materials 0.000 description 3
- 230000008901 benefit Effects 0.000 description 3
- 238000004880 explosion Methods 0.000 description 3
- 229910052751 metal Inorganic materials 0.000 description 3
- 239000002184 metal Substances 0.000 description 3
- 230000004888 barrier function Effects 0.000 description 2
- 238000005452 bending Methods 0.000 description 2
- 239000002360 explosive Substances 0.000 description 2
- 230000006872 improvement Effects 0.000 description 2
- 239000004033 plastic Substances 0.000 description 2
- 229920003023 plastic Polymers 0.000 description 2
- 230000008859 change Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000000977 initiatory effect Effects 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 230000004044 response Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F19/00—Other details of constructional parts for finishing work on buildings
- E04F19/02—Borders; Finishing strips, e.g. beadings; Light coves
- E04F19/06—Borders; Finishing strips, e.g. beadings; Light coves specially designed for securing panels or masking the edges of wall- or floor-covering elements
- E04F19/062—Borders; Finishing strips, e.g. beadings; Light coves specially designed for securing panels or masking the edges of wall- or floor-covering elements used between similar elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/32—Arched structures; Vaulted structures; Folded structures
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B1/3205—Structures with a longitudinal horizontal axis, e.g. cylindrical or prismatic structures
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- 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
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B2001/3235—Arched structures; Vaulted structures; Folded structures having a grid frame
- E04B2001/3252—Covering details
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B2001/3294—Arched structures; Vaulted structures; Folded structures with a faceted surface
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
- Aiming, Guidance, Guns With A Light Source, Armor, Camouflage, And Targets (AREA)
Abstract
The invention provides a protective shelter. The protective shelter is provided offering opposite outer supports and a roof structure extending between the supports, wherein the roof structure comprises a first layer covering a space between the outer supports and providing a first level of protection to the shelter and a second layer in the form of a pre-detonation screen providing a second level of protection to the shelter, wherein the pre-detonation screen comprises a plurality of individual panels arranged and supported over and spaced from the first layer, at least one of the individual panels comprising a first panel material presenting a substantially closed surface to an incoming projectile and at least one second panel material forming an edging strip to the first panel material and being of greater rigidity than the first panel material.
Description
Technical field
The present invention relates to protective shelter, relate in particular to the blindage that protection can be provided on the region of war and can easily assemble in quick, safe and reliable mode.
Background technology
When the various demand that occurs for the blindage of fast construction temporarily or at least, usually protection level that blindage provides and this structure can be built speed, reliability and comfort level between exist and trade off.
And the degree of protection that blindage requires can change in time, and when suitable elementary protection may be provided, known protective shelter may not be suitable for the situation of degree of protection that need to be less or larger.
The PCT/GB2008/050275 of our common pending trial and the blindage that some type has been put down in writing in PCT/GB2009/051431 number application, the blindage of these types utilizes the top mechanism of shallow arch and smooth top structure to come for ballasting material provides support, and avoids explosive with protective shelter and attacks.
Yet, we have carried out some improvement to these structures now, especially, even be not special in shielding for the pre-blast of this structure and allowing some structural improvement more powerful and that more easily make and assemble, therefore the present invention seeks to provide the protective shelter that has more some advantage than known this blindage.
Can understand from following description, according to the embodiment of blindage of the present invention can be in the mode of the minimum manpower of needs quick, important and structure and so that each separate part of structure can both preferably manually be removed separately and the mode of moving is critically constructed reliably.
And the size of all separate parts can advantageously be designed to so that they are easily on such as the tray that is of a size of 2.2 meters of 2 meters x, preferably be of a size of on the tray of 1.2 meters of 1.2 meters x with paperback, unassembled form transportation.
Summary of the invention
According to a first aspect of the invention, a kind of protective shelter is provided, this protective shelter provides relative lateral strut members and the top structure that extends between lateral strut members, wherein top structure comprises first floor and the second layer, first floor covers the space between the lateral strut members and provides the first order other protection to blindage, the second layer has the form of pre-blast screen and the protection of second level is provided to blindage, wherein pre-blast screen comprises a plurality of independent panels, a plurality of independent panels are arranged and are supported on the first floor and be spaced apart with first floor, in the independent panel at least one comprises first surface plate material and at least one second panel material, the first surface plate material presents the surface of base closed to the projectile that arrives, the second panel material forms adding sideband and having larger rigidity than first surface plate material of first surface plate material.
The main purpose of pre-blast screen is that the explosive projectile that makes arrival in the blast of pre-blast screen and does not explode at the first floor of top structure.Typically, in this attack, pre-blast screen serves as sacrifice layer, makes first floor avoid the main blast of projectile.The application PCT/GB2008/050275 of our common pending trial and PCT/GB2009/051431 have briefly described the purposes of pre-blast screen (usually being made of clamping plate), but we find now, by using synthetic panel component to consist of the pre-blast screen that barrier can obtain improved form, wherein, these elements or in them any comprise first surface plate material and at least one second panel material, the first surface plate material presents the surface of base closed to the projectile that arrives, the second panel material forms adding sideband and having the rigidity larger than first surface plate material of first surface plate material.The exemplary materials that is used for the first and second panel materials comprises timber, plastics, metal and synthetic.Yet the second panel material should be selected as having more rigidity than first surface plate material.In this way, so that pre-blast screen is being subject to bending and deflection, especially be deployed in the gap appears in stern climate condition lower time in pre-blast screen least risk.A kind of preferred material that is used for the first surface plate material is timber, especially be clamping plate, and is metal for a kind of preferred material of the second panel material, especially is aluminium, and from now in this application, we will be only with these especially preferred materials as a reference.Yet will understand, in the limit of power that is chosen in those skilled in the art of suitable alternate material.
Preferably, the second panel material has larger shear strength than first surface plate material.
Preferably, the second panel material has larger tensile strength than first surface plate material.
Preferably, the second panel material is frangible not as the first surface plate material.
Preferably, the second panel material is more level and smooth than first surface plate material, the improved seamless cooperation between the adjacent panels of permission barrier.
And preferably, the first surface plate material forms panel, and the second panel material forms the sideband that adds of panel.Add on one or more edges that sideband can be formed at panel, preferably be formed at least two edges of panel.It can be continuous or discontinuous adding sideband.Its major function be reinforced panels the edge with avoid panel in expansion process, to be bent or bending and pre-blast screen in the gap that can pass through for the projectile that arrives of final appearance.
Add sideband and preferably formed by at least one pre-blast platen edge element, the platen edge element that explodes is in advance formed by the second panel material.Preferably, the platen edge element that explodes in advance comprises passage, the edge of passage receivability panel.Even more preferably, the platen edge element that explodes in advance comprises two opposite passages, the edge of two opposite two adjacent panels of passage receivability.Passage can pre-blast direct opposite each other or that can be offset to allow to construct arch shield part in smooth pre-blast screen part.
According to a second aspect of the invention, a kind of protective shelter is provided, this protective shelter provides relative lateral strut members and the roof structure that extends between lateral strut members, wherein roof structure comprises first floor and the second layer, first floor covers the space between the lateral strut members and provides the first order other protection to blindage, the second layer has the form of pre-blast screen and the protection of second level is provided to blindage, wherein pre-blast screen is by being supported on the first floor from a plurality of rafters of first floor extension and by the stringer that supports a plurality of at least rafters, stringer comprises a plurality of independent beam parts, a plurality of independent beam parts and one or more adjacent beam parts are overlapping and staggered, and are joined together to form continuously but staggered stringer by one or more Connection Elements.
The providing usually of stringer of supporting a plurality of rafters providing important advantage aspect the structural stability of top structure and especially pre-blast screen.It can also make whole top structure pre-assembled on relative lateral strut members before being sling by crane.This so that top structure can construct at So Far Away, may be away from the artillery fire that arrives or away from other hostile activity or simply away from the place of explosion site.
Connection Element preferably has for a plurality of (being generally 2) passage of admitting beam parts.Usually, these passages are with adjacent one another are.Connection Element also preferably is provided with flange component, and flange component is used for inserting or being attached to the rafter beam so that Connection Element is in position.Typically, the rafter beam comprises a plurality of rafter beam parts, and a plurality of rafter beam parts are arranged to and join end to end to form the rafter beam, and Connection Element is inserted into the gap between the rafter beam parts.When the element that connects was installed between two rafter beam parts by this way, it preferably included a pair of opposite flange to insert respectively or to be connected in the adjacent rafter beam parts.Beam parts interlaced has important benefit in the case, itself so that the connector element by by being crushed to, because be used for being inserted into the same length of width and each passage of admitting beam parts of the flange component of rafter.
Thereby preferably Connection Element comprises for a plurality of passages of admitting beam parts.And preferably, Connection Element comprises at least one flange that is inserted into the rafter beam.The same length of the width of flange and passage preferably, this so that Connection Element by being crushed to, especially when element is metal or plastic construction.Aluminium is preferred material.
According to a third aspect of the invention we, a kind of protective shelter is provided, this protective shelter provides relative lateral strut members and the top structure that extends between lateral strut members, wherein top structure comprises first floor and the second layer, first floor covers the space between the lateral strut members and provides the first order other protection to blindage, the second layer has the form of pre-blast screen and the protection of second level is provided to blindage, wherein first floor is supported at least one lateral strut members by the anchoring beam, the anchoring beam comprise the first longeron element and with the first longeron element adjacent the second longeron element also side by side, the first longeron element comprises a plurality of anchoring beam parts that join end to end and arrange, the second longeron element comprises a plurality of anchoring beam parts that join end to end and arrange, connecting between the connection between the independent anchoring beam of the first stave and the independent anchoring beam of the second stave interlocks.
Providing usually explode especially in advance to shield at top structure very powerful structural stability being provided of a plurality of longeron elements is provided.Preferably, the first longeron element is formed by a plurality of first (outside) anchoring beam parts, and but each parts substantially is flat on the lateral strut members is provided for admitting the ramp way of the panel component of pre-blast screen.Preferably, the second longeron element is formed by a plurality of second (inboard) anchoring beam parts, each parts substantially be flat on lateral strut members and with the parts of the first beam element on adjacent, but the connection between the two is interlaced with each other.The first and second longeron elements can be by forming top structure the crossbeam of first floor be fixed together.
Preferably, the first floor of top structure comprises a plurality of carrier members, a plurality of carrier members be arranged to hold limit internal layer soil, sand or aggregate material in top structure, to provide the first order other protection, carrier member is arranged to by cross beam support, and the place, end separately that its middle cross beam is arranged in crossbeam is supported by relative lateral strut members.Crossbeam can form the crossbeam bridge of crossing over blindage, so that blindage is basic identical away from the height of the height of relative support member and support member in centre.Alternatively, crossbeam can be arranged to shallow arch that limit to cross over blindage so that blindage in centre away from the height of the relative support member height greater than support member.
Form fast and reliably this bridge construction in order to assist, the supporting traverse member advantageously comprises has crossbeam identical shaped and configuration.Each beam member can comprise a plurality of crossbeams that are linked together end to end by any suitable linkage (for example one or more compoboards).In the situation that arch bridge structure, the end of each beam member can be chamfered with the head and the tail connection and form arcuate part.
Can more beams be set end-to-end by the connecting elements that is fit to, for example 3,4 or 5 crossbeams, but in the case, may be necessary for the one or more interior pillar that blindage is provided for the support, top beam assembly.
In preferred embodiment, two beam members that connect provide each crossbeam by joining end to end.Preferably, each beam member is identical.Preferably, the stay of crossbeam comprises the parts that hold compoboard, to support the ground connecting cross beam.Still preferably, these parts are the controlled tolerance passages in the crossbeam.Advantageously, form firmly continuous horizontal roof beam by the compoboard fixed cross beam in this way.
Preferably, each roof beam member connects with the pairing roof beam member of this roof beam member end to end in the mode that provides continuous linear or arch to connect.
The end of crossbeam is arranged to by the lateral strut members support and can advantageously be arranged to the anchoring beam parts that are connected on the described lateral strut members.
Anchoring beam parts are advantageously used in and make crossbeam spaced apart along the length of blindage, and are arranged such that each crossbeam is connected to adjacent anchoring beam parts effectively in mode firmly.Ground, ground is arranged, anchoring beam parts arrange to form the anchoring beam along relative lateral strut members, the anchoring beam comprise the first longeron element and with the first element adjacent the second longeron element also side by side, the first longeron element comprises a plurality of anchoring beam parts that join end to end and place, the second longeron element comprises a plurality of anchoring beam elements that join end to end and arrange, connecting between the connection between the independent anchoring beam parts of the first stave and the independent anchoring beam element of the second stave interlocks.Preferably crossbeam is attached to the anchoring beam parts in the first and second longeron elements.
Under any circumstance, by anchoring beam parts and the horizontal firm engagement of roof beam, anchoring beam parts provide the rigidity footing/braced structures of extending along the length of the upper surface of the wall of blindage and therefore mutually combine preferably to limit the level of extending along the length of the wall beam of frowning.This rigidity supporting structure that provides by the anchoring beam is used for limiting the above-mentioned level beam of frowning, so that even outer wall is damaged or the globality of this outer wall is endangered by any way, but the rigidity of whole top structure and stability can advantageously keep perfect so that top structure remains on correct position, although wall is subject to any this damage.
Structure of the present invention advantageously comprises the second horizontal expansion layer, and this second horizontal expansion layer and carrier member are spaced apart and be arranged to and limit pre-blast screen.Pre-blast screen preferably includes a plurality of independent panels, a plurality of independent panels are arranged and are supported on the first floor and be spaced apart with first floor, in the separate panels at least one comprises first surface plate material and at least one second panel material, the first surface plate material is to the surface that the projectile that comes is presented base closed, and the second panel material forms adding sideband and having larger rigidity than first surface plate material of first surface plate material.
Pre-blast screen advantageously with the spaced apart for example about 0.5 meter extremely about 2 meters distance of the initiation layer that is formed by carrier member and earth, sand, aggregate lift.
Preferably, carrier member comprises the identical carrier member of a series of interconnection, and carrier member has at the opposite place, end of carrier member can interconnected joint formation.
Preferably, each carrier member comprises a plurality of bracket portions.The bracket portion that each bracket portion can be adjacent separates by strengthening flange, thereby gives carrier member with extra structural robustness.
As other feature, top structure be located at part on earth, sand or the aggregate lift can be advantageously by the Metallic rod of interconnection for example scaffolding pole form.
This bar is arranged in the total at top top truss and rafter bar is provided.As an example, pre-blast screen can comprise the clamping plate panel with 19mm thickness.
Should be appreciated that from above and below description, can form fast aspect the top structure on the gabion unit that is arranged to form the relative wall of blindage, the present invention is advantageous particularly.
Wall construction can be formed by the structure building block, as being formed by the structure building block as the theme of European patent 0466726, European patent 1951963 or European patent 06779610.2.Also can expect the modular wall structure (for example concrete block) of continuous wall construction and other type.Especially preferred wall construction is the type of describing in the European patent 1951963, namely, at least one wall construction is formed by gabion, gabion comprises relative sidewall, sidewall comprises a plurality of side wall member, a plurality of side wall member link together with the interval that separates by a plurality of partition walls, so that the space between the partition walls of phase adjacency pair limits the independent compartment of gabion with sidewall, adjacent sidewall or partition walls interconnect by hinge connector, hinge connector is so that gabion can be folding between fully smooth and unfoldable shape, wherein at least one hinge connector is releasable connector, and releasable connector allows side wall member to open to allow from the side of gabion near any contents of gabion compartment with respect to gabion when being released.This gabion can be opened so that remove and repair.
In the especially preferred layout that is used for providing to blindage additional strength, when lateral strut members comprised the gabion unit, pillar can be arranged in one or more gabions unit, and extra support is provided between ground and top structure.
Thereby can be as required and in the mode in response to the harmful grade of being faced and required protection level, construct rapidly and reliably whole protective shelter.
For example, in case gabion is in place to form the wall of blindage, so can be in the personnel's that need minimum number situation and by using parts described herein, structurally rigidity and reliably mode easily and reliably form top structure so that at first as described further herein like that by crossbeam and a series of between two parties interconnection bracket and be arranged on the explosion protection that earth, sand or other aggregate lift on this carriage provides base-level.
Description of drawings
Hereinafter also only further describe the present invention by example with reference to accompanying drawing, in the accompanying drawings:
Fig. 1 shows the panel that the first surface plate material by the structure that is used for pre-blast screen according to a first aspect of the invention forms;
The edge member that provides the second panel material of adding sideband to form to panel shown in Figure 1 by being used for is provided Fig. 2;
Fig. 3,4 and 5 shows the photo of structure blindage of the present invention in the assembling stage of pre-blast screen;
Fig. 6 shows the Connection Element that the structure at pre-blast screen links together beam parts that is used for according to second aspect present invention;
Fig. 7 shows the rafter parts;
Fig. 8 shows beam parts;
Fig. 9 and Figure 10 show the photo that the Connection Element among Fig. 6 is inserted the rafter parts among Fig. 7;
Figure 11 and Figure 12 show the anchoring beam parts that use according to a third aspect of the invention we in the structure of top structure; And
Figure 13 and Figure 14 show in the stage of structure anchoring beam assembly the photo according to blindage of the present invention.
The specific embodiment
Referring to figs. 1 through Fig. 5, show according to protective shelter 1 of the present invention, protective shelter 1 comprises relative lateral strut members, adjacent lateral strut members 2 and 3 in Fig. 3 as seen.Top structure 4 is extending so that the first floor that the space between the lateral strut members is covered to be provided between the support member.Shown in the situation of embodiment in, the first floor of top structure is formed by a plurality of carriages 5, a plurality of carriages 5 are supported on the crossbeam 6, crossbeam 6 with our previous application PCT/GB2009/051431 in the closely similar mode of the mode described extend across the width of blindage.In the use of blindage, carriage 5 will be filled with the aggregate material that explosion protection is provided, but not shown this material in the accompanying drawing.
The first floor of top structure provides the first order other protection to blindage, and the protection of second level is provided by pre-blast screen 7, pre-blast screen 7 comprises a plurality of independent panels 8, panel 8 is arranged and is supported on the first floor and be spaced apart with first floor, and the projectile that arrives is presented the surface of base closed.In the embodiment shown, panel 8 is made by clamping plate, and clamping plate consist of the first surface plate material.Panel is provided with edged element 9, and edged element 9 is formed by extruded aluminium and comprises opposite path 10 and 11 in this case, and the edge 9 of the panel that path 10 is adjacent with 11 interior admittances is shown in Fig. 3,4 and 5.
Shown in Fig. 3,4 and 5, but now also with reference to Fig. 6 to Figure 10, pre-blast screen 7 is supported on the first floor of top structure by a plurality of rafters 12 and stringer 13 from the first floor extension, each stringer 13 comprises a plurality of independent beam parts 14, the beam parts that beam parts 14 is adjacent with each is overlapping and staggered, illustrate such as the best in Fig. 4 and Fig. 5, and connect together to be formed for supporting the continuous but staggered stringer 13 of pre-blast screen by Connection Element 15.
To understand with reference to Fig. 3 and Figure 10, the Connection Element of this embodiment is arranged in the rafter 12 that is received in as shown in the figure, but can expect the Connection Element of many other suitable forms.
Referring now to Fig. 3, Fig. 4 and Figure 11 to Figure 14, on relative lateral strut members, anchoring beam 18 is shown in the structure of Figure 13 and Figure 14 in the assistance lower support of anchoring beam 18 for blast screen 7 in advance.Anchoring beam 18 comprise the first longeron element and with the first longeron element adjacent the second longeron element also side by side, the first longeron element comprises a plurality of first (outside) the anchoring beam parts 19 that join end to end and place, the second longeron element comprises that connecting between each anchoring beam element of connection and the second stave between each anchoring beam parts of a plurality of second (inboard) anchoring beam element 20, the first staves arranged of joining end to end interlocks.
Claims (20)
1. protective shelter, relative lateral strut members and the top structure that extends between described lateral strut members are provided, wherein said top structure comprises first floor and the second layer, described first floor covers the space between the described lateral strut members and provides the first order other protection to described blindage, the described second layer has the form of pre-blast screen and the protection of second level is provided to described blindage, wherein said pre-blast screen comprises a plurality of independent panels, described a plurality of independent panel is arranged and is supported on the described first floor and be spaced apart with described first floor, in the described independent panel at least one comprises first surface plate material and at least one second panel material, described first surface plate material presents the surface of base closed to the projectile that arrives, described at least one second panel material forms adding sideband and having larger rigidity than described first surface plate material of described first surface plate material.
2. protective shelter according to claim 1, wherein,
A. described the second panel material has larger shear strength than described first surface plate material; And/or
B. described the second panel material has larger tensile strength than described first surface plate material; And/or
C. the first surface plate material is not frangible as described for described the second panel material; And/or
D. described the second panel material is more level and smooth than described first surface plate material.
3. protective shelter according to claim 1 and 2, the wherein said sideband that adds is formed by at least one pre-blast platen edge element, and described pre-blast platen edge element is formed by described the second panel material.
4. protective shelter according to claim 3, wherein said pre-blast platen edge element comprises passage, described passage is admitted the edge of described panel.
5. protective shelter according to claim 4, wherein said pre-blast platen edge element comprises two opposite passages, described two opposite passages are admitted the edge of two adjacent panels.
6. each described protective shelter in 5 according to claim 1, wherein said first floor is supported at least one described lateral strut members by the anchoring beam, described anchoring beam comprise the first longeron element and with described the first longeron element adjacent the second longeron element also side by side, described the first longeron element comprises a plurality of anchoring beam parts that join end to end and arrange, described the second longeron element comprises a plurality of anchor parts that join end to end and arrange, connecting between the connection between the independent anchoring beam of described the first stave and the independent anchoring beam of described the second stave interlocks.
7. each described protective shelter in 6 according to claim 1, wherein said pre-blast screen is by being supported on the described first floor from a plurality of rafters of described first floor extension and by the stringer that supports a plurality of at least described rafters, described stringer comprises a plurality of independent beam parts, described a plurality of independent beam parts and one or more adjacent beam parts are overlapping and staggered, and are joined together to form continuously but staggered stringer by one or more Connection Elements.
8. protective shelter, relative lateral strut members and the roof structure that extends between described lateral strut members are provided, wherein said roof structure comprises first floor and the second layer, described first floor covers the space between the described lateral strut members and provides the first order other protection to described blindage, the described second layer has the form of pre-blast screen and the protection of second level is provided to described blindage, wherein said pre-blast screen is by being supported on the described first floor from a plurality of rafters of described first floor extension and by the stringer that supports a plurality of at least described rafters, described stringer comprises a plurality of independent beam parts, described a plurality of independent beam parts and one or more adjacent beam parts are overlapping and staggered, and are joined together to form continuously but staggered stringer by one or more Connection Elements.
9. protective shelter according to claim 8, wherein said first floor is supported at least one described lateral strut members by the anchoring beam, described anchoring beam comprise the first longeron element and with described the first longeron element adjacent the second longeron element also side by side, described the first longeron element comprises a plurality of anchoring beam parts that join end to end and arrange, described the second longeron element comprises a plurality of anchoring beam parts that join end to end and arrange, connecting between the connection between the independent anchoring beam parts of described the first stave and the independent anchoring beam element of described the second stave interlocks.
10. each described protective shelter in 9 according to claim 7, wherein said Connection Element comprises be used to a plurality of passages of admitting described beam parts.
11. protective shelter according to claim 10, wherein said Connection Element comprise be used at least one flange that is connected to the rafter beam.
12. protective shelter according to claim 11, the width of wherein said flange and the same length of described passage.
13. protective shelter, relative lateral strut members and the top structure that extends between described lateral strut members are provided, wherein said top structure comprises first floor and the second layer, described first floor covers the space between the described lateral strut members and provides the first order other protection to described blindage, the described second layer has the form of pre-blast screen and the protection of second level is provided to described blindage, wherein said first floor is supported at least one described lateral strut members by the anchoring beam, described anchoring beam comprise the first longeron element and with described the first longeron element adjacent the second longeron element also side by side, described the first longeron element comprises a plurality of anchoring beam parts that join end to end and arrange, described the second longeron element comprises a plurality of anchoring beam parts that join end to end and arrange, connecting between the connection between the independent anchoring beam of described the first stave and the independent anchoring beam of described the second stave interlocks.
14. each described protective shelter in 13 according to claim 1, the first floor of wherein said top structure comprises a plurality of carrier members, described a plurality of carrier member be arranged to hold limit internal layer earth, sand or aggregate material in described top structure, to provide the first order other protection, described carrier member is arranged to by cross beam support, and the place, end separately that wherein said crossbeam is arranged in described crossbeam is supported by described relative lateral strut members.
15. protective shelter according to claim 14, wherein said crossbeam forms the crossbeam bridge of crossing over described blindage, so that described blindage is basic identical away from the height of the height of described relative support member and described support member in centre.
16. protective shelter according to claim 14, wherein said crossbeam are arranged to shallow arch that limit to cross over described blindage so that described blindage in centre away from the internal height of the described relative support member height greater than described support member.
17. each described protective shelter in 16 according to claim 13, wherein said carrier member comprises the identical carrier member of a series of interconnection, and described carrier member has at the opposite place, end of described carrier member can interconnected joint formation.
18. each described protective shelter in 17 according to claim 1, wherein said lateral strut members is formed by gabion, described gabion comprises relative sidewall, described sidewall comprises a plurality of side wall member, described a plurality of side wall member links together with the interval that separates by a plurality of partition walls, so that the space between the partition walls of phase adjacency pair limits the independent compartment of described gabion with described sidewall, adjacent sidewall and partition walls interconnect by hinge connector, and described hinge connector is so that described gabion can be folding between fully smooth and unfoldable shape.
19. protective shelter according to claim 18, in the wherein said hinge connector at least one is releasable connector, and described releasable connector allows side wall member to open to allow from the side of described gabion near any contents of gabion compartment with respect to described gabion when being released.
20. according to claim 18 or 19 described protective shelters, its B-C post is arranged in the one or more of gabion unit, and provides extra support between ground and described top structure.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB1006816.1 | 2010-04-23 | ||
| GB1006816.1A GB2479789B (en) | 2010-04-23 | 2010-04-23 | Protective shelter |
| PCT/GB2011/050701 WO2011131960A2 (en) | 2010-04-23 | 2011-04-08 | Protective shelter |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103080445A true CN103080445A (en) | 2013-05-01 |
Family
ID=42289845
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011800205133A Pending CN103080445A (en) | 2010-04-23 | 2011-04-08 | Protective shelter |
Country Status (8)
| Country | Link |
|---|---|
| US (1) | US20130047829A1 (en) |
| EP (1) | EP2561154A2 (en) |
| KR (1) | KR20130055613A (en) |
| CN (1) | CN103080445A (en) |
| GB (1) | GB2479789B (en) |
| RU (1) | RU2012149925A (en) |
| TW (1) | TW201202527A (en) |
| WO (1) | WO2011131960A2 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108978870A (en) * | 2018-06-29 | 2018-12-11 | 浙江展诚建设集团股份有限公司 | Fold-line-shaped girder steel and concrete combined structure construction method |
| CN110258801A (en) * | 2019-05-05 | 2019-09-20 | 张正周 | A kind of assembled housing |
| CN113503083A (en) * | 2021-08-12 | 2021-10-15 | 重庆大学 | House and fort dual-purpose building |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FI126597B (en) * | 2013-11-15 | 2017-02-28 | Kt-Shelter Oy | Shield, curved element and use of shield |
| US10100547B1 (en) * | 2017-09-20 | 2018-10-16 | James E. Baldwin, III | Ballistic protection shelter |
| WO2021123422A1 (en) * | 2019-12-20 | 2021-06-24 | Lifeshelter Aps | A shelter and a method of building such shelter |
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| TW201024513A (en) * | 2008-11-07 | 2010-07-01 | Hesco Bastion Ltd | Protective shelter |
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2011
- 2011-04-08 CN CN2011800205133A patent/CN103080445A/en active Pending
- 2011-04-08 US US13/640,634 patent/US20130047829A1/en not_active Abandoned
- 2011-04-08 RU RU2012149925/03A patent/RU2012149925A/en not_active Application Discontinuation
- 2011-04-08 EP EP11717715A patent/EP2561154A2/en not_active Withdrawn
- 2011-04-08 WO PCT/GB2011/050701 patent/WO2011131960A2/en active Application Filing
- 2011-04-08 KR KR1020127030767A patent/KR20130055613A/en not_active Application Discontinuation
- 2011-04-21 TW TW100113881A patent/TW201202527A/en unknown
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| US3206896A (en) * | 1962-03-21 | 1965-09-21 | Kelsey Hayes Co | Roof structure for radiation shelter |
| WO1990012160A1 (en) * | 1989-04-07 | 1990-10-18 | F.R.P. Limited | Improvements relating to building and shoring blocks |
| CN101313112A (en) * | 2005-11-24 | 2008-11-26 | 赫思科巴斯申有限公司 | Gabion |
| CN101675200A (en) * | 2007-05-15 | 2010-03-17 | 海斯科堡垒有限公司 | Protective shelter |
| TW201024513A (en) * | 2008-11-07 | 2010-07-01 | Hesco Bastion Ltd | Protective shelter |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN108978870A (en) * | 2018-06-29 | 2018-12-11 | 浙江展诚建设集团股份有限公司 | Fold-line-shaped girder steel and concrete combined structure construction method |
| CN110258801A (en) * | 2019-05-05 | 2019-09-20 | 张正周 | A kind of assembled housing |
| CN113503083A (en) * | 2021-08-12 | 2021-10-15 | 重庆大学 | House and fort dual-purpose building |
Also Published As
| Publication number | Publication date |
|---|---|
| EP2561154A2 (en) | 2013-02-27 |
| TW201202527A (en) | 2012-01-16 |
| GB201006816D0 (en) | 2010-06-16 |
| RU2012149925A (en) | 2014-05-27 |
| KR20130055613A (en) | 2013-05-28 |
| US20130047829A1 (en) | 2013-02-28 |
| WO2011131960A2 (en) | 2011-10-27 |
| WO2011131960A3 (en) | 2013-03-07 |
| GB2479789B (en) | 2013-08-14 |
| GB2479789A (en) | 2011-10-26 |
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| C06 | Publication | ||
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Application publication date: 20130501 |