CN1985054A

CN1985054A - Modular structures

Info

Publication number: CN1985054A
Application number: CNA2005800169979A
Authority: CN
Inventors: 皮特·奇
Original assignee: STRARCH TECHNOLOGIES Pty Ltd
Current assignee: STRARCH TECHNOLOGIES Pty Ltd
Priority date: 2004-03-31
Filing date: 2005-03-30
Publication date: 2007-06-20
Also published as: US20070289228A1; AU2005228911A1; WO2005095726A1; EP1763614A1

Abstract

The present invention relates generally to a building or shelter system (10) comprising a series of structures or modular frames (12A) to (12F) being arranged generally parallel to and laterally spaced from one another and interconnected with roof sheeting (14). The modular frames such as (12A) are each in their erected condition in the form of a roof truss each including a plurality of constructional modules or truss modules or panels such as (16A) and (16B). The truss modules or panels such as (16A) are each shaped in the form of a trapezium including upper and lower substantially parallel chord members (18) and (20), respectively, which are interconnected at opposite ends with web members (22) and (24). the structure or module frame (12A) includes conditioning elements arranged to cooperate with the constructional modules or truss panels such as (16A) and (16B) to form the module frame (12A). The conditioning elements include tendons which locate within the hollow section of the upper and/or lower chord member (18) or (20) of adjacent and abutting truss panels such as (16A) and (16B). The conditioning elements or lower tendon such as (28) is deployed or stressed/tensioned to facilitate cooperative movement of the truss panels (16A) and (16B) and as such erection of the modular frame (12A).

Description

Modular construction

Technical field

The present invention relates generally to a kind of constructing module and comprises the structure of a plurality of constructing modules.The present invention also further relates in general to a kind of building method, relates in particular to the method that a kind of construction comprises the building construction of roof truss structure, but is not unique method.

Background technology

Usually, the building that for example requirement can be disposed fast and effectively in military use.Typically, such temporary structure is used to set up base camp, and comprise be used to live, workshop, control device, amenities and as the building of equipment library.Further, some buildings require to have the big headroom span of the 20m or the bigger order of magnitude to hold the main equipment such as aircraft and vehicle.Because this structure often is positioned at the outlying district and need assembles, just there is the lasting demand of the structure that can dispose again that can more effectively set up and dismantle that provides such under hostile situation.

Improvement on material technology and the construction process has made the large-scale structure that can dispose again be transported and set up.Though the constantly development and perfect of more novel technology of the structure that supports such as air, the effect of expedition exploration one class is safeguarded and be considered to bring into play well to these Technology Needs with plant equipment, pump, fuel etc.For being applicable to heavy-duty machinery, the more large-scale structure of aircraft or similar devices, the solution of similar tent can not satisfy specific dimensional requirement well.

Summary of the invention

A kind of constructing module that is suitable for engaging one or more corresponding constructing module and forms a structure is provided according to an aspect of the present invention, described module has predetermined configuration and is suitable for matching with one or more regulating element, and wherein said structure can depend on the deployment of the relative positioning of described module and/or described regulating element and dispose.

A kind of structure is provided according to another aspect of the present invention, and this structure comprises:

A plurality of constructing modules with predetermined configurations; With

One or more is arranged to the regulating element that cooperates with described constructing module, and wherein adjacent described module is engaged with each other and can be depending on the deployment of the relative positioning of described module and/or described regulating element and the described structure that disposes with formation.

Constructing module preferably has compound structure.More preferably, this compound structure module is by making such as the fibrous composite of particulate potting resin material with high strength fibre reinforcement material or mylar sill.Perhaps, this constructing module is formed by polymeric material, and can be for example by pultrusion.

Described constructing module preferably constitutes trapezoidal, and this is trapezoidal to comprise substantially parallel last lower chord member, and lower chord member is in relative two ends and separately web member member interconnection on this.More preferably, each constructing module has essentially identical shape.More preferably, described chord member member and web member member form the member of hollow section, the member of for example square hollow section (SHS).More preferably, described trapezoidal configuration module is included as a pair of diagonal angle web member member that the rigidity that increases described module is provided with.

Each regulating element all preferably has the form of rope, and the deployment of wherein said element is subjected to the influence of the tensioning of described rope.More preferably, rope is designed to be positioned at down and/or the hollow section of upper chord member, and the tensioning of rope comprises the pre-tensioning and the after-drawing of the chord member member of rope and correspondence.More preferably, only the lower chord member comprises one or more rope.Perhaps, for extra rigidity is provided to structure, last lower chord member all comprises described rope, and these ropes for example make this structure be suitable for application scenario such as the more high load capacity of typhoon/cyclone.

Described constructing module preferably includes the interlock that is provided with for the interlocking that described adjacent block is provided.More preferably, interlock comprises that one is suitable for engaging the hole of adjacent constructing module and the whole bolt that vice versa, and the deployment of the design consideration regulating element of described whole bolt allows the pivoting action between the adjacent described constructing module.More preferably, whole bolt and hole allow the hinged effect between the described adjacent constructing module.In addition, also will be preferably, strengthened with peripheral part of constructing module in whole bolt and/or hole.Perhaps, comprise pivot or hinged connector at the interlock of portions of top cord member height, such as the device of U-shaped folder/pin formula.

This structure also preferably includes the isolated component (packer member) of configuration again that is designed between adjacent constructing module with implementation structure.

Preferably this structure is a kind of building structure, particularly a kind of roofing truss.More preferably each constructing module all is a kind of truss module.

Preferably this roofing truss covers with the sheet material of prolongation and horizontal orientation.More preferably this sheet material has channel-section, makes by comprising such as the plastics of PVC or ABS or the rigid material of metal material.Perhaps, this overburden is made by the fabric such as canvas.

Preferably this structure can be disposed again.

Further aspect according to the present invention provides a kind of building method, and described method comprises the steps:

The a plurality of constructing modules that provide each all to have predetermined configurations, and one or more regulating element that cooperates with described constructing module;

Locating structure module and be positioned to allow described adjacent constructing module to be bonded with each other the regulating element adjacent to each other; With

Dispose described regulating element, wherein said module is configured to and forms a structure together.

Preferably each regulating element all has the form of rope, and the deployment of regulating element comprises the tensioning of rope.More preferably this point also comprises the pre-tensioning and the after-drawing of the rope that implementation structure is disposed.More preferably, described structure is a kind of roof truss, and the tensioning of rope provides setting up of roof truss.

Preferably, this building method also comprises if desired by place isolated component and the ability of reconfiguration structure between adjacent constructing module.More preferably, this step that reconfigures realizes prior to the deployment of regulating element.

Description of drawings

In order to understand characteristic of the present invention better, will only explain the preferred embodiment and the counter structure and the building method that comprise a plurality of constructing modules of constructing module with reference to the accompanying drawings by way of example, wherein:

Fig. 1 is the stereogram according to the roof structure of embodiments of the invention structure;

Fig. 2 A has shown a kind of structure that comprises a plurality of constructing modules to 2F with elevation or in the modular frame of present embodiment, this structure is taken from the roof structure of Fig. 1 in the situation of Fig. 2 B, and Fig. 2 A, 2C have described the different size of described modular frame to 2F;

Fig. 3 A has illustrated the lateral view and the local sectional drawing that amplifies of a constructing module among the figure in front;

Fig. 3 B has shown the various sectional drawings of the constructing module that substitutes;

Fig. 4 has shown adjacent constructing module and has been attached to the elevation of the details of the connection of interlocking up and down between the adjacent constructing module;

Fig. 5 A is to 5C the setting up continuously of roof truss of illustrative examples such as Fig. 2 B schematically;

Fig. 6 shows for example obducent elevation of the roof structure of Fig. 1 and the partial perspective view of amplification; With

Fig. 7 shows the headwall of the roof structure that can dispose again of Fig. 1 with stereogram and sectional view.

The specific embodiment

As shown in Figure 1, building or masking system 10 comprise a series of structures, perhaps be mutually substantially parallel in the present embodiment and modular frame 12A that lateral spacing is arranged to 12F, these frameworks interconnect in this example with the 14 whole roof panel that identify.Each modular frame such as 12A all is the form of roof truss under its erected state, and each roof truss comprises a plurality of constructing modules, perhaps is truss module or truss plate such as 16A and 16B in this example.

As shown in Figure 3A, all be trapezoidal such as each truss plate of 16A, comprise substantially parallel last lower chord member 18 and 20, last lower chord member 18 with 20 respectively in relative two ends and web member member 22 and 24 interconnection.Truss plate 16A also comprises the web member member 26 of diagonal orientation, and this web member member 26 provides extra rigidity to truss plate 16A.Perhaps, the web member member 26 of diagonal orientation also can be a member in a pair of diagonal angle web member member that together forms " X " shape.Each truss plate such as the 16A of present embodiment has duplicate substantially contour shape and constitutes the section that chord member member and web member member all have hollow by composite material.For example, shown in the detailed cross sectional view of Fig. 3, the lower chord 20 of truss plate 16A is formed the square hollow section (SHS) with inner space 28.Fig. 3 B provides 3 kinds of alternative constructing modules or sheet material, and each constructing module or sheet material all have the web member member 26 at the diagonal angle among solid web rather than the front embodiment.For fear of repetition, reference for convenience simultaneously, the similar assembly of present embodiment is all used ' a 0 ' additional sign, and for example the truss plate 160.

The composite material that constitutes the constructing module of present embodiment is to allow truss plate casting or molded particles filled resin (PFR) material.The in light weight of a kind of relatively easy making so just is provided; the material that intensity is high; and PFR has reduced expensive high-intensity fiber; consumption as Kevlar and carbon fiber; but rely on filler cheaply that soundness, location and protection to fiber are provided; some is similar to through the concrete of strengthening, and wherein high-intensity reinforcing bar is located in the concrete and obtains the protection of concrete filler.

A kind of substitute technology in addition is to make such as the truss plate of 16A or other constructing module from composite material " by pultrusion ".In this alternative example, module is made by independent section bar, and each section bar is by from composite material drawing and extruding and be fixed together.

To shown in the 2F, is predetermined trapezoidal configuration such as the 16A of present embodiment and the truss plate of 16B as Fig. 2 A, so that this truss plate forms building structure or such as the frame module of 12A when engaging one another or under the situation adjacent to each other in this example together.In the example of 2F, can be depending on quantity and relative position configuration at Fig. 2 A such as truss plate or other the constructing module of 16A and 16B such as the modular frame of 12A.In the present embodiment, comprise adjacent such as the isolated component (not shown) between the truss plate of 16A and 16B, so that be suitable for the roof structure 10 of different spans, height and spacer knobs distance such as the module frame of 12A such as the structure of 12A or modular frame.Isolated component be designed to such as the adjacent truss plate of 16A and 16B adjacent such as the space between 20 the lower chord member in, thereby so that the physical dimension of the interval adjustment module framework 12A between adjusting module or the sheet material 16A/B.

The structure of this example or modular frame 12A structure also comprise and are used for forming with cooperating such as the constructing module of 16A and 16B or truss plate the regulating element that modular frame 12A is provided with.Regulating element comprises the rope that is positioned at such as the hollow section of chord member member 18 above and/or under the truss plate adjacent and adjacency of 16A and 16B or 20 in this example.This point has been described among Fig. 4 well, and regulating element or following rope 28 pass adjacent lower chord member 20A and the 20B of the truss plate 16A of adjacent and adjacency to 16C among the figure.As what will describe in detail after a while, the adjusting device of being disposed or down rope 28 or in this example through the adjusting device of tensioning or stretching or down rope be convenient to cooperative motion such as the truss plate of 16A and 16B, thereby be convenient to setting up of modular frame 12A.

Constructing module that each is adjacent or

truss plate

16A and 16B comprise interlock, and set interlock provides the interlocking of

truss plate

16A and 16B when

truss plate

16A and 16B are in contiguous engagement in this example.Interlock in this structure of this constructing module comprises the projection or the whole bolt such as 30A and 30B of the abutting end that lays respectively at lower chord member 18 and 20.

Lower chord member 18 and 20 relative termination comprise separately hole 32A and 32B on each, they and adjacent constructing module or the whole bolt interlocking (referring to Fig. 3 A and 4) on the truss plate.This bolt/hole connects the pivot motion that allows such as adjacent block or the truss plate of 16A and 16B, provides this tie point or such as the hinged effect of the adjoiner of 18 upper chord member when the setting up of modular frame 12A.Constructing module or truss plate are preferentially being strengthened such as the whole bolt of 30A and 32A and the part around the recess.Perhaps, be provided at the module at portions of top cord height place or the connection between the truss plate by pivot or hinged connector.This connector (not shown) can adopt the mode of U-shaped folder/pin-type device.

As shown in Figure 6, roof structure 10 usefulness prolong with the covering to the flute profile of 34F or the sheet material of tunnel-shaped configuration of horizontal orientation such as 34A.The roofing overburden of present embodiment is made by the plastic material such as the rigidity of PVC or ABS.Roofing overburden 34A is such as half of the width of 18 portions of top cord member 18 substantially and has enough length to extend between the adjacent modules framework such as 12A and 12B, adopts the mode of butt joint or overlap joint between this overburden.Adjacent roofing overburden plate such as 34A and 34B is connected to each other, so that be provided at such as the connection that allows hinged effect in the erection process of the modular frame of 12A.Roof structure 10 also can allly if can seal overburden 34A plays the canvas layer of waterproof and dust protection effect to 34C flexible membrane 36 linings with a kind of.Roof structure 10 also can comprise insulation or ballistic panels 38, and it is positioned at the following of flexible membrane 36 and across the roofing overburden such as 34B.In a kind of alternative structure, the roofing overburden can include only the flexible membrane of the fabric cover of one deck such as canvas.

As shown in Figure 7, useful 40 headwalls of totally indicating among the figure, in this example this headwall with and form such as the wallboard of the identical structure of roofing overburden plate of 34A.Have with roofing overburden plate similar forms and such as the length of 6 meters standard such as the end wall panel of 42A and 42B.Until the roofing line, and the eaves of choosing of roofing overburden plate provides some measure of containment building with the filler that forms for special purpose to the vertical span of wallboard from ground.On the ground, wallboard can be seated in the groove and provide support to wallboard through backfill, and the embedding degree of depth allows to adjust effectively the length of wallboard.If the full-length of wallboard is not enough to from ground the vertical span of roofing line then can overlaps.Door opening such as 44 can support by bolted lintel 46.

Roof structure 10 is specially adapted to the application scenario that can repeat to dispose.These application scenarios include but not limited to the hangar that can dispose again of various military powers, are ideally suited for greater than about 15 meters roof structures until about 35 meters spans.Allly can repeat as previously described to dispose and modular roof structure is highly suitable for considering transportation, the application scenario of building apace and removing relatively on disposing.

The general steps that the roof structure 10 of structure previous examples relates to is as follows:

1. shown in Fig. 5 A, such as the constructing module of 12A or truss element mutually and registration in the loose or mode that keeps flat, simultaneously adjusting device or down rope 28 pass lower chord member such as 20A and 20B;

2. further shown in Fig. 5 A, roof structure 10 comprises the adjustable supporting module such as 48A and 50A, and this supporting module is positioned at the opposite end separately of modular frame 12A, wherein such as the gripper shoe of 48A by anchoring;

3. shown in Fig. 5 B, adjusting device or rope 28 are disposed or are stretched, wherein the parallel chord truss plate in constructing module or this example is hinged relative to each other, so module frame 12A progressively raises, simultaneously another adjustable gripper shoe 50A is towards by the inside slippage of the gripper shoe 48A of anchoring;

4. shown in Fig. 5 C, modular frame or trussed construction 12A move to its situation of setting up gradually, adjoin each other such as 16A of this example and adjacent constructing module or the truss plate of 16B, so the gripper shoe 50A that floats is by anchoring.

Mainly be that the pattern of this structure makes modular frame can become its erected state from loose state as the function of the geometry aspect of connection mode constructing module and that combine with adjusting device or the rope such as 28 in this example.Such as the parallel chord truss plate of 16A and 16B the lower chord member 20 shorter than upper chord member 18 arranged, and outside web member member 22 and 24 diminishes gradually towards the other side distance mutually, so that the outside load-bearing surface that mutual inclination is all arranged such as each constructing module or the truss plate of 18A.It should be understood that holding the face of planting such as the outside separately of the truss plate of 16A and 16B is separated by and separates under loose state, and this holds the face of planting and adjoins each other basically when the modular frame that sets up such as 12A except top part.Yet to shown in the 2F, spacer element can be used to change the degree of adjacency so and change such as the structure of 12A or the configuration of modular frame as Fig. 2 A.

Do not want to be subjected to the restriction of shape and size, following form provides the size of Fig. 2 A to the roofing truss of 2F.Also provide in the table at adjacent modules or the spacer element between the truss plate and the thickness of isolated component such as 16A and 16B.

Modular frame	Width (m)	Highly (m)	Isolated component thickness (mm)	The quantity of truss plate
Modular frame	Width (m)	Highly (m)	Isolated component thickness (mm)	The quantity of truss plate	Fig. 2 A	35.23	11.112	Do not have	32
Fig. 2 B	19.669	8.5	Do not have	20	Fig. 2 A	35.23	11.112	Do not have	32
Fig. 2 B	19.669	8.5	Do not have	20	Fig. 2 C	35.189	12.5	80	32
Fig. 2 D	53.05	15.0	120	44	Fig. 2 C	35.189	12.5	80	32
Fig. 2 D	53.05	15.0	120	44	Fig. 2 E	30.714	9.0	80	26
Fig. 2 F	38.643	10.0	100	30	Fig. 2 E	30.714	9.0	80	26

The preferred embodiments of the present invention are described in detail, and are apparent that for those skilled in the art, and the preferred embodiment and the construction method of constructing module/structure have the following advantages at least:

1. this constructing module relative compact and in light weight, thus help it to become the structure that can dispose again;

2. the form of structure of this modularized design can be set up with simple small instruments and tools of relative requirement and vocational skills;

3. this structure can pass through to change the relative position of constructing module, the module of use varying number, and/or reconfigures by the deployment that changes regulating element;

4. this structure can be applicable to different conditions, and comprises the additional regulating element of the rope form that is provided with along the upper chord of for example truss framework;

5. this structure can adopt the regulating element that for example is stretched to set up in the assembling of Horizon place then, and therefore, the method for this deployment reaches the safety requirements of high-rise working and minimizes;

6. this structure and the building system that is associated provide the roof system of relative big headroom span;

7. this structure and constructing module have the loose assembly of minimum number, but comprise " constraint " assembly of avoiding loose under rough sledding;

8. the constructing module of this structure allows compact storage and transportation, and for example module can be loaded into fully by in aircraft, highway, railway or the seaborne standard freight container; With

9. this structure is mainly formed by identical assembly, so just has only minimum assembly to handle and to check, and just can make zero spare part be easier to management.

Those skilled in the art will recognize that except the example that this paper specifies, invention as herein described also is easy to change and revise.For example, constructing module can constitute the shape of the parallel chord truss plate that is different from described embodiment.Sheet material need not to be restricted to composite construction, and for example may extend into other preferred lightweight material or alternative steel such as aluminium alloys.Similarly, although preferably such as hot high pressure moulding (HPT) plastics of PVC, roof covering can be constructed with any suitable material.Building structure can comprise the passive or aggressive device of the radar signature waveform that can reduce the structure that can dispose again and any equipment that is received in Military Application.Ideally, this masking system material will provide minimum radar signature waveform, and expect that special overburden can effectively cover internal equipment.Otherwise preferably this structure or the building system of can disposing again in described embodiment comprise environment adjustment system (hot/cold) and ventilation, can carry out chemical agent with standardization program when setting up and purify, and the blanking ability can be provided and/or the camouflage ability is provided.This structure need not to be restricted to described roof truss, and can for example extend to bridge and other structure.

Variation that all are such and modification all will be regarded as within the scope of the invention, and essence of the present invention will be determined from top explanation.

Claims

1. constructing module, it is characterized in that, this constructing module is suitable for engaging to form structure (structure) with one or more other corresponding constructing modules, described module has predetermined configuration and is suitable for matching with one or more regulating elements, wherein, described structure can be depending on the relative position of described module and/or the deployment of regulating element is configured.

2. a structure is characterized in that, this structure comprises:

A plurality of constructing modules with predetermined configurations; With

One or more regulating elements that match with described constructing module that are arranged to, wherein adjacent described module engage one another and can be depending on the described structure that the deployment of the relative position of described module and/or described regulating element is configured with formation.

3. as described separately constructing module of claim 1 or 2 or structure, it is characterized in that wherein said constructing module is a compound structure.

4. constructing module as claimed in claim 3 or structure is characterized in that, wherein said compound constructing module is made by fibrous composite.

5. constructing module as claimed in claim 4 or structure is characterized in that, wherein said fibrous composite is particulate potting resin material or the alkyd resin sill with high strength fibre reinforcement material.

6. as claim 1 or 2 any constructing module that limits separately or structures, it is characterized in that wherein said constructing module is made by polymeric material.

7. constructing module as claimed in claim 6 or structure is characterized in that wherein said polymeric material is by pultrusion.

8. described constructing module of any one claim or structure as described above, it is characterized in that, wherein said constructing module is formed trapezoidal, the described trapezoidal substantially parallel last lower chord member that comprises, described go up the lower chord member in relative end with separately web member member interconnection.

9. constructing module as claimed in claim 8 or structure is characterized in that, wherein each described constructing module is essentially identical shape.

10. as any one described constructing module or structure in claim 8 or 9, it is characterized in that wherein said chord member member and web member member are formed the member of hollow section.

11. constructing module as claimed in claim 10 or structure is characterized in that, the member of wherein said hollow section is square hollow section (SHS) member.

12. any described constructing module or structure as in the claim 8 to 11 is characterized in that, wherein said trapezoidal configuration module comprises that a pair of is the diagonal angle web member member that increases the rigidity arrangement of described module.

13. described constructing module of any one claim or structure is characterized in that as described above, wherein each described regulating element all is the form of rustling sound, wherein realizes the deployment of described element by the described rope of tensioning.

14. constructing module as claimed in claim 13 or structure, it is characterized in that, wherein said rope is designed to be positioned at the hollow section of lower chord member and/or upper chord member, and the tensioning of described rope comprises the pre-tensioning or the after-drawing of the chord member member of described rope and correspondence.

15. constructing module as claimed in claim 14 or structure is characterized in that, wherein only described lower chord comprises one or more rope.

16. constructing module as claimed in claim 14 or structure is characterized in that, wherein for extra rigidity is provided, last lower chord member all comprises described rope.

17., it is characterized in that wherein said constructing module comprises interlock as described constructing module of any one claim of front or structure, described interlock is arranged for the interlocking that described adjacent modules is provided.

18. constructing module as claimed in claim 17 or structure, it is characterized in that, wherein said interlock comprises and is suitable for the whole bolt that engages with the hole of adjacent block, or described interlock comprises and is suitable for the hole that the whole bolt with adjacent block closes, and the whole bolt of described interlock or hole are designed to deployment according to regulating element and allow pivoting action between the adjacent described module.

19. constructing module as claimed in claim 18 or structure is characterized in that, wherein said whole bolt or hole allow the hinge action between the described adjacent modules.

20. any one described constructing module or structure as in claim 18 or 19 is characterized in that wherein said bolt and/or hole are reinforced together with peripheral part of described constructing module.

21. described constructing module of any one claim or structure is characterized in that as described above, this constructing module or structure further comprise and are suitable for locating to realize the isolated component that reconfigures of described structure between described adjacent constructing module.

22. described constructing module of any one claim or structure is characterized in that as described above, wherein each described constructing module all is a truss module.

23. the described structure of any one claim is characterized in that as described above, wherein said structure is building structure.

24. structure as claimed in claim 23 is characterized in that, the roof truss of described building structure for covering with sheet material that prolong and the cross section trend.

25. structure as claimed in claim 24 is characterized in that, wherein said sheet material has channel-section and makes with rigid material.

26. structure as claimed in claim 24 is characterized in that, wherein said overburden is made by fabric.

27. the described structure of any one claim is characterized in that as described above, wherein said structure can repeat to dispose.

28. a building method is characterized in that, this building method may further comprise the steps: a plurality of constructing modules are provided, and one or more regulating element that cooperates with described module that is arranged to, each described constructing module all has predetermined configurations;

Determine the position of described module adjacent to each other and locate described regulating element to allow the joint of described adjacent block; Dispose described regulating element, wherein said module is configured to form structure together.

29. method as claimed in claim 28 is characterized in that, wherein said each regulating element all is the form of rope, and the deploying step of described regulating element comprises the tensioning of described rope.

30. method as claimed in claim 29 is characterized in that, the tensioning of wherein said rope comprises the pre-tensioning or the after-drawing of the rope of the deployment that realizes described structure.

31. any one the described method as in claim 29 or 30 it is characterized in that wherein said structure is a roof truss, and the tensioning of described rope provides setting up of described roof truss.

32. any one the described method as in the claim 28 to 31 is characterized in that, the method for wherein said structure also is included under the situation about needing by place the ability that isolated component reconfigures described structure between adjacent described constructing module.

33. method as claimed in claim 32 is characterized in that, the wherein said step that reconfigures realizes prior to the deployment of described regulating element.