CN101755096A

CN101755096A - Floor element

Info

Publication number: CN101755096A
Application number: CN200880005884A
Authority: CN
Inventors: H-B·克勒西
Original assignee: BAU HOW AS
Priority date: 2007-02-21
Filing date: 2008-02-20
Publication date: 2010-06-23
Anticipated expiration: 2028-02-20
Also published as: RU2009135055A; WO2008102267A1; SE0700440L; EP2118389A1; EP2118389A4; SE532262C2; RU2462563C2; CN101755096B

Abstract

The present invention relates to a floor and/or ceiling element (4), which is to form an upper floor surface (4a) and a ceiling surface (4a') where said element (4) is adapted to be able to rest against mutually spaced apart support beams (14b, 14b') within a frame construction (14). A frame (5) formed of metal (steel) is adapted, with its metal frame parts (5a, 5b, 5c, 5d), to surround a slab (6), formed of set wet concrete mass (6'), and a sound and/or heat as well as fire insulation layer or mat (7). Said metal frame (5) is formed to be thin and adapted and dimensioned in order to be able to or withstand flexural stresses. Through the concrete set slab (6) there extend section (4b, 4c etc.) separating metal profiles (8, 8') which, in their lower ends, display fixing means for said insulation mat (7). Said concrete slab (6) is tensioned to and/or via fixing means (5f) anchored in its allocated frame parts.

Description

Floor components

Technical field

The present invention relates generally to a kind of floor components, relate more particularly to a kind of floor components, particularly made by concrete or similar material, and have bigger surf zone, as about 6.0 * 15-20m, and 10 to 15m.

At this, with the floor components of desired type as single unit, thereby help for example in the module building structure, to produce (level) floor surface.

More particularly, build and design the size of described floor components, so as its can end or edge lean against apart from one another by brace summer on, this brace summer is included in the frame construction of house body, parallel orientation normally, and constitute beams of metal, for example steel.

The present invention relates between the brace summer of horizontal orientation the application-specific of locating these floor components with selected span such as 6.0m, this brace summer is included in the steel skeleton construction that forms module, wherein each in these modules can the respective modules adjacent with other be worked in coordination and/or is connected to each other, thereby can build bigger house body or the building structure that is made of a plurality of these modules in this way.

More particularly, the present invention relates to a kind of complete floor components, it comprises prefabricated last floor board, and this floor components has concrete structure or wear surface, preferably has the sound and/or the thermal insulation layer of below, for example felt pad.

Background technology

Relate to top disclosed technical field and present the function of satisfy settling needs and method, arrangement and the structure of the floor components of characteristic are with multiple different embodiment precognition in the art.

Thereby, predict different designs and structure in the art, to help the floor components of the above-mentioned characteristic of reasonable production.

In this case, be known in the art different element design and structure, so that the floor surface that forms can bear precalculated point or concentrated load and/or distributed load, and allow each the size that needs in the design floor components in response to settling.

Different in the art steel skeleton constructions is to predict with " module " form that these independent floor components directly adapt to.

As an example of the state of the art that the present invention relates to and technical field, can mention a kind of application of module adaptive, its disclosure and description in more detail in International Patent Application PCT/EP99/05882 (publication number WO-A-00/09827).

The design of this module adaptive and structure comprise the steel frame module, directly illustrate in greater detail and describe with reference to accompanying drawing 1 to 3 hereinafter.

With regard to the floor components of correlation type and with regard to the technical field of this expection, predict in the art floor components is formed the carrying sheet material that is formed by concrete material and layer, wherein with regard to point or concentrated load and/or distributed load, can strengthen the carrying or the resistivity of independent floor components by the arrangement of reinforcement of metal up and down that embeds concrete slab.

Independent floor components will obtain weight and/or carrying rigidity, not only depends on the thickness of concrete slab, also depends on orientation, size and the weight of the metal reinforcement that the wet concrete plate is embedded in.

With regard to size, thickness and the length of calculating reinforcement metal such as steel and bar and the orientation of calculating these bracing pieces, the floor components of desired type and size needs main consumed work (working input) in it is made.

Also predict in the art, floor components is formed by the concrete of the big stride sizes of the bracing piece with embedding and about 6m, the intrinsic weight of this floor components needs thicker concrete plate and additional bracing piece or thicker bracing piece, so that can stand or supports the loading force of hope and the weight of himself along floor surface.

International Patent Application PCT/EP01/14865 (publication number WO-A1-03/052212) is the part of the state of the art equally.

Consider characteristic related to the present invention, should be noted that the following fact: for center line, the mass inertia moment " J " of rectangular cross section beam and the height (" h " size) that surpasses its width (" b " size) far away are followed formula J ₁=(m * h ²)/12, and mass inertia moment can be according to displacement law J=(J _T+ ma ²) increase.The present invention to its metal frame parts be fixed to around the increase of the mass inertia moment that provides by disclosed displacement law of metal framework utilization.

The present invention attempts to utilize the increase of mass inertia moment, this increase is provided by so-called displacement law or rule, and the top by making concrete slab and metal framework on every side and the top of metal frame parts or overall area fixed correlation and carry sound or the thermal insulation pad are with the metal framework around its metal frame parts is applied to.

The content of also known following patent disclosure in this area:

EP-A1-1443156

WO-A1-0009827 and

US-A-3363371。

Patent disclosure EP-A1-1443156 discloses overall structure (1) in accompanying drawing 1, its carrier two elongations, that extend in parallel (2,3) of being made by the section bar steel plate forms under present case.

These carriers have the structure of C shape basically.

In its end, the carrier of two elongations is connected to short part tubulose section bar (4).

Along the long side of this structure, tubulose section bar (4) is connected to each other by section bar (5,6), and this section bar is to be made by the profile material identical with the carrier (2,3) of described elongation under present case.

The carrier (2,3) of elongation is connected to each other by principal mode material (7).

Principal mode material (7) has " C " tee section.And they also can form by using the rectangular tube section bar.

Opening (8) is arranged in the described principal mode material (7).

The latter is connected to the carrier (2,3) of elongation by bending part and bolted joints, but also can be by being welded to connect.

Auxiliary profile (9) runs through these openings.These section bars are arranged in relevant opening loosely.

They provide the remarkable increase of described structural strength.

The opening (8) that the auxiliary profile (9) of accompanying drawing 2 representing in more detail runs through.At this, as can be seen: the height of section bar (9) is slightly less than the height of opening (8), so that auxiliary profile (9) can easily push in the hole (8) at state subsequently.

Accompanying drawing 2 is further represented: section bar (9) limits it by the upright or attached limit of C section bar (10) and moves.

The accompanying drawing 1 horizontal carrier of expression (5,6) is provided with opening (8) equally.

When this structure site assembly, at least one that must be in horizontal carrier (6,5) goes up the placement auxiliary profile.

The open WO-A1-00/09827 of international monopoly relates to the whole class building that realizes according to metal construction modular structure method.

This method combines ceiling framework (6), floor frame (1), be welded in the floor frame and as the Z-shaped bar elements (2) of fixture (mounts), and panel (3) and a plurality of support (4), this support comprises the steel fixture of welding, and this steel fixture is connected to floor frame (1) and ceiling framework (6) successively by using cross bar (7) and pin (5).

Patent disclosure US-A-3363371 discloses a kind of module that is suitable for using in upstanding wall, by with relation with side by side of several in these modules, be assembled together with enough quantity, obtain the wall of predetermined length.

Modular walls comprises a pair of vertical structural member (11) and the structural member (1) of a pair of level, they link together by the tongue that runs through respective openings in another element (13), thereafter overlapping by the manual or machine hammer of other any suitable instrument, so that strong positive engagement is provided betwixt.

Structural member (10 and 11) preferably has channel cross-section.

Described module comprises the framework that is formed by element (10 and 11), and this element is by assembling tongue that provides in element (1) end of running through the end wall split shed (14) that neighbouring element (11) end provides or the assembling of butterfly sheet.

Equally, element (11) is provided with the side flange that passes element (11) or the additional opening or the otch (22) of sidewall, these otch (22) are used to receive the corresponding ledge of horizontal cell (10) side flange, the end of this horizontal cell is incision, to provide assembling butterfly sheet (13) in above-mentioned incision bottom.

The joint of top type provides the frame construction of perfect rigidity, and this frame construction is a self-supporting, and can be as load-carrying unit in upright prefabricated housing.

Summary of the invention

Technical problem

Consider following situation: that those skilled in the art must do, be at first the measurement of adopting and/or necessity of measuring sequence to be understood on the one hand with the technical factor of solution that one or more mounting technique problems are provided, be the necessary choice to required device on the other hand, the technical problem below Given this when carrying out theme of the present invention may be correlated with.

As mentioned above, consider the state of prior art, what may regard key technical problem as is to realize associated advantages and/or technical measures and with the factor of the required consideration of rational method, so that can produce and produce relative " light " floor components, make around size, length, width and the Thickness Design of metal framework its metal frame parts, that form by steel and form the cross section that predetermined mechanical strength property can be provided.

The key technical problem that also has the factor that can realize associated advantages and/or technical measures and need to consider, so that in the metal framework that centers on, natural or the own wt of floor components needn't be transshipped by the special bracing piece that embeds in the loose newly placed concrete piece, make the vibration of newly placed concrete piece thereafter, and by sound and/or thermal insulation advance expenditure support.

The key technical problem that also has the factor that can realize associated advantages and/or technical measures and need to consider, so that metal framework and between its metal frame parts location sound and thermal insulation layer such as felt pad, and only fill space above the felt pad by the newly placed concrete piece with respect to the upper edge region of frame parts.

The key technical problem that also has the factor that can realize associated advantages and/or technical measures and need to consider, so that flooring structure and/or floor components such as transversal orientation span 6.0m or near, preferably slightly be shorter than 6.0m and for example have 10-15m or on the floor components of length in produce prerequisite so that:

A. can provide low structure height for metal framework that centers on and the independent frame parts thereof that forms by steel;

B., the low nature or the own wt of floor components can be provided, and satisfy necessary mechanical strength property;

C. the steel in metal framework and independent frame parts thereof, utilizing, floor components with relative light weight can be provided, under the situation of the thin shape that utilizes a plurality of (parallel) good design size, this section bar is suitable for extending between relative frame parts cross section, and the limit stent support is settled concrete plate and cross section thereof, and have the groove or the hole that provide for each shape, thus the cast concrete piece that can between the adjacent sections of the floor components configuration that separates by described shape, distribute and newly water;

D. can provide floor components, in its structure, floor components is a relative stiffness, because it has the related frame parts and the metal framework of shape thereof, and the distance of selecting and adopting between these shapes, and has the cast concrete sheet material that is connected to frame parts;

E. can provide higher technical quality;

F. can the sound-inhibiting and/or the passage of heat, propagate with the footsteps (footfall) that allows to suppress, and the floor sensation of the slight production of better balance is provided;

G. can produce effective fireproof prerequisite;

H., the simple and economical structure of these floor components is proposed; And/or

I. propose to produce the multi-form of the design of every kind of selection of independent floor components and structure.

The key technical problem that also has the factor that can realize associated advantages and/or technical measures and need to consider, so that allow to utilize thin metal framework, this metal framework has metal frame parts along its top, with can be via the device of specific formation and concrete plate non-rotating or non-ly cooperate agley, form the edge-oriented rigidity that is suitable for floor components thus, and under concrete plate, extending, thereby the space of heat that is formed for selecting and/or sound insulation pad.

The key technical problem that also has the factor that can realize associated advantages and/or technical measures and need to consider, so that help to produce floor components, this floor components has the external dimensions that forms complete flat floor surface, wherein floor components be suitable for leaning against be included in the frame construction apart from one another by brace summer on, along edge-oriented and support.

The key technical problem that also has the factor that realizes associated advantages and/or technical measures and need to consider, so that the sheet material that is formed by concrete material is leaned against on the sound and/or thermal insulation layer that is centered on by flexural rigidity (high-quality moment of inertia) metal framework with single operation, this metal framework has collaborative metal frame parts, to form light relatively floor components from it.

The key technical problem that also has the factor that can realize associated advantages and/or technical measures and need to consider, so that make to have framework collaborative metal frame parts, that become by metallicity and be suitable for around by sheet material and sound and/or thermal insulation layer or the pad of settling concrete block to form, and the reinforcement and the increase of the mass inertia moment of the floor components that provides of realization described framework that form by metal, that have metal frame parts.

The key technical problem that also has the factor that can realize associated advantages and/or technical measures and need to consider, so that adopt and design has the size of described framework metal frame parts, that is formed by metal of elongation, thereby can be absorbed in or along the particularly flexural stress and the support of the vertical orientation of relative frame parts effect of framework longitudinal direction.

The key technical problem that also has the factor that realizes associated advantages and/or technical measures and need to consider, so that described framework such as selected metal frame parts or cross section are adapted to, thus under the situation that has or do not have specific device or measure fixing joint for example flexural rigidity be joined to zone by the edge association of the sheet material of settling concrete block to form.

The key technical problem that also has the factor that realizes associated advantages and/or technical measures and need to consider, so that it is given by sheet material 0.1m that settles concrete block to form or near thickness or height, under any circumstance floor components 6.0m or near size are given in configuration especially, and support by the shape of strengthening distributing on parallel orientation.

The key technical problem that also has the factor that can realize associated advantages and/or technical measures and need to consider, so that the given irregular cross-section profile of described metal framework, this metal framework has its corresponding metal frame parts or cross section, and fixes collaborative shape with metal frame parts or cross section especially.

The key technical problem that also has the factor that can realize associated advantages and/or technical measures and need to consider, so that help to produce " accordingly " shape, strengthen under the situation of ability at it, this shape can extend being configured between the adjacent narrow cross section of floor components via layer of concrete.

The key technical problem that also has the factor that can realize associated advantages and/or technical measures and need to consider, so that given have an angled section form of described brace summer metal frame parts, that formed by steel and/or metal framework, as " L " or " U " tee section section.

The key technical problem that also has the factor that can realize associated advantages and/or technical measures and need to consider, so that under any circumstance will be configured to the above span of the selected 4.0m of the transversal orientation of floor components, for example normally below 8.0m, wherein 6.0m can be regarded as standard size.

Also there is the key technical problem of the factor that can realize associated advantages and/or technical measures and need to consider, can selectes the above span of 20m, the preferably approximately standard size of 10-15m so that be configured to the portrait orientation of floor components.

The key technical problem that also has the factor that can realize associated advantages and/or technical measures and need to consider, so that the metal framework that forms via the thickness of thickness, insulating layer or the pad of settling concrete plate and by steel and the mass inertia moment of metal frame parts thereof and mechanical strength particularly its bend resistance " W " design the size of complete floor components, in iron or steel bracing piece form, in water-bearing concreae sheet material, do not need the end to insert under the situation of reinforcement, significantly simplified production thus at one or more floor components of the type of this consideration.

The key technical problem that also has the factor that can realize associated advantages and/or technical measures and need to consider, so that help to introduce the described concrete block that newly waters and comprise liquid of intensive, present the short fiber that is mixed with concrete block, as steel fibre, plastic optical fibre, charcoal fiber or other similar mechanical strength reinforcement material.

The key technical problem that also has the factor can realize associated advantages and/or technical measures and to need to consider is so that for the floor components in the type of this expection, as specific reinforcement purpose, insert one or more bracing pieces etc.

The key technical problem that also has the factor that can realize associated advantages and/or technical measures and need to consider, so that make the portrait orientation of the floor components between the supporting base end portion be suitable for horizontal range near the distance between the fixed support beam that is included in the frame construction of module steel skeleton construction, wherein this module normally cooperates with second module such as one or more corresponding module.

Also exist and to realize associated advantages and/or technical measures and the key technical problem that needs Consideration, so that described module is presented be used for the lower support frame construction of loose placement (implaced) floor components, support or the fixing upper frame structure that keeps roof element, and a plurality of support component that between frame construction, extends or support column.

Solution

In this case, the present invention with described prior art as starting point or starting point, by manufacturing and the effectively production of introducing floor components, it can form complete freely supported horizontal floor surface, more particularly, the dispersion end regions of described floor components and/or metal frame parts are suitable for leaning against on the brace summer that is included in the space in the module frame structure.

More particularly, the present invention is based on following feature: have framework relevant metal frame parts or cross section, that form by metal and be suitable for centering on the sheet material that forms by sclerosis or arrangement newly placed concrete piece, and ideally around sound and/or thermal insulation layer or pad and by its support, it is thin with high that described metal framework and metal frame parts thereof are formed, so as with the fixing cooperation of associated metal section bar.

Fall into the embodiment of the scope of basic conception of the present invention as proposed, it is also open: described metal framework with metal frame parts is suitable for disperseing fastening devices and the sheet material associating that is formed by solid concrete by the centre.

It is further open: preferably in the floor components of 6.0 * 15.0m size, and given described sheet material 0.1m or near the thickness that forms by solid concrete, and normally design the size of floor surface with normal load.

What fall into scope of the present invention equally is: given described metal framework, one or more its metal frame parts and/or the irregular cross-section profile as waveform of shape.

The present invention is further open: described brace summer and/or metal frame parts " L " or " U " cross-section profile of given and this structure connection, or interchangeable " L " or " U " section bar style.

Especially, the invention provides the production of floor components, wherein under any circumstance transversal orientation or width can be selected on the 4.0m, for example under the 8.0m, the full-length of preferred 6.0m, and under any circumstance on the portrait orientation floor components is being selected on the 15m preferred 10 to 20m full-length.

Nature, what fall into scope of the present invention equally is: floor components and the sheet material that is formed by solid concrete thereof allow concrete plate to lack the reinforcement that insertion that any shape that separates with embedding and cross section separates separates fully, or given alternatively arrangement of reinforcement such as steel fibre arrangement of reinforcement or other corresponding fibrous material by the described sheet material internal mix of settling concrete block to form.

Nature, what fall into scope of the present invention equally is: especially, under the situation of heavy load, make one or more metal bracing pieces of forming as reinforcement or similarly the described metal framework and the shape that are fixed to it of load absorption or support component separate.

Thereby, can between the end regions of its dispersion, provide transversal orientation and/or horizontal orientation according to floor components of the present invention, this end regions is suitable for being included in dispersion in the frame construction of the steel skeleton construction that adopts module and the horizontal free distance between the relative brace summer, and the module that wherein module is advantageously for example identical with one or more other modules cooperates.

Further disclose: such module can present the lower support frame construction of the floor components that is used for loose placement, upper support frame construction and a plurality of support component that extends or the support column on roof between frame construction.

Advantage

The advantage that can think feature of the present invention and special notable attribute in principle is: produce prerequisite with reasonable manner, so that produce one or more floor components, wherein each in these floor components can both form the floor surface flat fully and level of determining the load design.

Floor components constitutes by the framework that uses thin metal (steel) material to form, and wherein the metal frame parts that provides of framework is suitable for around by solid or the sheet material of settling concrete block to form for this reason, ideally, and with sound and/or thermal insulation layer or fill up.

Make described metal framework and/or its metal frame parts form thin and (highly) vertical elongated, but adopt and be designed to be able to absorb flexural stress, and be presented on effect on the longitudinal direction of framework and be used for the high-quality moment of inertia of vertical forces.

Produced the prerequisite that is used for according to floor components of the present invention thus: should be simultaneously or absorb relative concrete plate and the framework that forms by metal and the stress of metal frame parts thereof in process in succession, to help sound and/or thermal insulation layer are applied to the bottom of floor components.

Floor components shows that also shape is fixedly attached to relative metal frame parts as a plurality of shapes of the reinforcement of sheet material, wherein forms the intermediate cross-section via the liquid concrete piece that newly waters that passes the structure groove in the shape.

Framework and metal frame parts thereof and/or shape form with the metal frame parts of configuration and the flexural rigidity or the bending of shape via pressure and/or anchoring device and cooperate fast.

Can be regarded as according to the feature of floor components of the present invention open in principle at the characteristic of claim 1.

Description of drawings

Now, for example, with reference to accompanying drawing the embodiment that presents prior art key character related to the present invention, that relate to floor components and a plurality of current propositions is described in more detail below, wherein:

Accompanying drawing 1 is signal and the perspective representation by the house aggregate of a plurality of " standard " modules and modular unit construction, wherein each demonstration in these modules is used for the low frame construction of floor components of the loose placement of supports parallel brace summer, is used for upper support frame construction and a plurality of support component that extends between frame construction or the support column on roof;

Accompanying drawing 2 schematically shows the corner part of a this module as shown in Figure 1, and it has the upper and lower frames shelf structure of the brace summer of (in four) configuration;

Accompanying drawing 3 is as shown in Figure 1 phantom drawings of steel skeleton construction of prior art in introducing the open WO-A1-00/09827 of disclosed international monopoly;

Accompanying drawing 4 is the phantom drawings according to an end of the floor components of principle formation of the present invention, has the simple framework that forms by metal, this framework has relevant metal frame parts, the concrete relative liquefaction plate material piece foundry goods in metal frame parts, and an example of the selected thickness of foundry goods concrete plate of representing with the view that amplifies slightly and the described concrete plate that utilizes the supports insulative pad with sound and/or thermal insulation pad;

Accompanying drawing 5 expressions are by the floor components of the loose placement of its brace summer support frame structure, and wherein this floor components presents the shape of a plurality of parallel orientations, so that floor components is divided into continuous cross section;

Accompanying drawing 6 is the sectional views along accompanying drawing 5, with the expression according to floor components of the present invention, thereby form horizontal floor surface;

Accompanying drawing 7 is phantom drawings of the horizontal section bar of metal frame parts, and it form to connect or a side of the metal framework relevant with floor components;

Accompanying drawing 8 is exploded views of metal framework, has three in its metal frame parts, the shape of a plurality of (four) parallel orientation, and the distance between the metal frame parts; And

Individual different shape of accompanying drawing 9 expression " A " to " D " and selected cross section wherein can directed fire prevention concrete parts, limit adjacent cross section in the concrete plate so that combine with the wall portion (not shown) of below, and limit felt pad.

1 to 3 prior art is described with reference to the accompanying drawings

With reference to accompanying drawing 1 to 3, illustrate in greater detail basic prerequisite of the present invention, the further details of this structure can find in International Patent Application WO 00/09827.

Thereby, accompanying drawing 1-3 schematically and at length represents the building structure 1 built by a plurality of identical or different modules 3, wherein describe more closely according to floor components 4 of the present invention with reference to accompanying drawing 4 to 9, in each module, to form horizontal floor surface (with the ceiling surface).

Like this, accompanying drawing 1 expression house body or building structure 1 has a plurality of transversal orientations and overlapped module 3,3 ', and each is formed by steel skeleton construction.

All be essentially identical in this hypothesis all modules 3 in building structure 1, the description below thus only comprises module 3 and by the supporting construction (and proximity modules 2 ' of below) of Reference numeral 2 expressions.

The schematically expression in accompanying drawing 2 of module and supporting construction 2,2 ' theory structure, wherein said module presents the frame structures under action 2 ' of support floor element (4), the upper frame structure 2 that supports roof or ceiling and carry floor components, and a plurality of first vertical support beams that between supporting construction 2 and 2 ', extend or support component or the structure 14 of support column form, one of them gives Reference numeral 14a.

Accompanying drawing 2 also represents a plurality of second horizontal shore 14b (14b ').

With reference to accompanying drawing 3, it represents be used to the cooperation between the supporting construction 2 of the lower support structure 2 ' that supports unshowned floor components and upper or vicinity with exploded view.

Thereby underframe or supporting construction 2 ' support the roof for contiguous upper support structure 2, and wherein frame structure 2,2 ' is connected to each other by pin 10,10a.

For as shown in Figure 3 technology and the more detailed description of structure, with reference to the open WO-A1-00/09827 of top disclosed international monopoly, special in the 4th page and following page or leaf.

The content of described patent disclosure is considered to the most relevant or immediate prior art, and the direct idea from the disclosure develops and the present invention is considered to.

The description of the embodiment of suggestion at present

By introducing, should emphasize: in the describing below of the embodiment of a current suggestion, this embodiment presents the key character related with the present invention and clarifies by the accompanying drawing in the accompanying drawing 4 to 9, under the situation of main clarification inventive concept, we select term of the present invention and particular technology noun.

Yet, should consider in this article: the expression in this selection should not regarded the term that is limited in this selection and utilization specially as, but be to be understood that: in this case, the term of each this selection all should be understood to comprise all technical equivalents with identical or identical in fact mode effect, so that can obtain identical or identical in fact invention and/or technique effect.

The present invention has single self-supporting floor and/or ceiling element 4 on its specific direction, as Fig. 4 part perspective representation, wherein this element 4 has a plurality of can being fitted to each other and cross section, floor 4b, the 4c etc. such as identical first and second that unite, level

peace floor surface

4a, 4a ' above forming thus ideally.

Shown in interface between cross section 4b and the 4c form the casting in the arrangement concrete plate 6 that forms partially or completely of this shape by the shape 8 ' of reinforcing element 4.

Floor components 4 and

cross section

4b, 4c adapt, and it disperses

end regions

4d, 4e; 4f, 4g can lean against on the braced structures 14, and with brace summer 14b (14b ') space.

Floor components 4 according to the present invention is based on utilizing the external frame structure that is formed by first to fourth metal or steel frame parts, in this metal frame parts (5d) that is expressed as

beam

5a, 5b, the 5c in the accompanying drawing 4 and covers, also be expressed as the 4th metal frame parts 5d in the accompanying drawing 5.

When during oscillating sequence, ideally viscosity newly placed concrete piece 6 ' being placed in the metal frame parts and filling

cross section

4b, 4c etc.,

metal frame parts

5a, 5b, 5c and 5d adapt, so that slightly and under pressure center on, and constitute cast frame by the sheet material 6 ' of settling concrete material 6 to form.

" L " shape structure and " U " shape in the accompanying drawing 7 that the cross section of

frame parts

5a, 5b, 5c and 5d specifies in the accompanying drawing 4 are constructed, flexural rigidity ground associating each other in the turning, and further fixing under the help of a plurality of shapes parallel to each other, wherein only provide three

Reference numerals

8,8 ' and 8 ".

These

shapes

8,8 ' and 8 " and further shape present by fin and/or hole or other similar groove 8d so that

cross section

4b, 4c and other cross section in the described frame construction are filled with newly placed concrete piece 6 ' simultaneously.(simultaneously referring to 9 expressions of reference accompanying drawing and the embodiment of describing and explanation " A " to " D ")

Shape

8,8 ', 8 " have upper area 8a, in settling concrete plate 6, have zone line 8b and the lower area 8c of angled cross section 8e, this lower area 8c can be indirectly as the fastening devices of felt pad 7 and/or form directed concrete reinforcement 6a downwards.

At this, should observe in accompanying drawing 4: the overall height of

frame parts

5a, 5b, 5c and 5d " h " is suitable for surpassing the height or the thickness " h1 " of concrete plate 6, under the situation of high-quality moment of inertia, can particularly form crooked stable

rigid frame structure

5a, 5b, 5c and 5d on the disclosed direction " P " thus.

Accompanying drawing 4 further specifies: design described height dimension with metal framework 5 of metal frame parts 5a to 5d, so that during its production and casting process, can center on sound and/or thermal insulation layer, pad or sheet material 7, mainly make it can cause the support of water-bearing concreae sheet material 6 ' then.

Embodiment suggestion shown here: pad 7 has thickness " h2 ", is suitable for sound and thermal insulation, and has refractory material.

Nature within the scope of the invention, is designed to vertical overall dimension or height " h " greater than size (" h1 "+" h2 "), so that following 5a ', 5b ' and the 5c ' of exposing metal frame parts.Equally within the scope of the invention, being dimensioned to vertical height " h " less than size (" h1 "+" h2 ").

According to basic prerequisite of the present invention, can distinguish thickness/gauge and the structure of

Selection Framework parts

5a, 5c, 5b and 5d, select and desirable mass inertia moment " J " so that be connected to.Thus, when the second brace summer 14b ' that leans against the first brace summer 14b and relative orientation when the expectation metal frame parts went up, metal frame parts can be selected identical or different mass inertia moment " J " mutually.

The present invention is further open: make described metal framework 5 and independent

metal frame parts

5a, 5b, 5c and 5d form size thin, that adapt, so that absorb and be supported on the stress " P " of the vertical curve that frame parts 5a to 5d particularly acts on the longitudinal direction of

frame parts

5a, 5c, it can be designed at core than in the end or disperse end regions to have higher mass inertia moment.

Therefore, within the scope of the invention, except

frame parts

5b and 5d, can design framework parts 5a and the height/thickness size of 5c, perhaps replacedly, be different from and design shown in the accompanying drawing 5 and

Configuration Framework parts

5a and 5c.

According to the present invention, it discloses: " L " shape metal frame parts in described steel frame 5 and the accompanying drawing 4 thereof or " U " shape metal frame parts in the accompanying drawing 7 are corresponding, with with the wet panel 6 ' fixing joint of settling concrete block 6 to form by solid, thereby as shown in Figure 7, concrete plate 6 can be by pressure and/or via fastening devices such as concrete fastening devices and frame parts cooperation.

Then, as shown in Figure 7, this can be by giving the irregular structure of

frame parts

5a and 5c such as angled or add specific

concrete grappling device

5f, 5f ' and 5f replacedly for

frame parts

5a and 5c " realize.

Application in practice of the present invention discloses: when floor components 4 gives 6.0 * 15.0

surf zone

4a, 4a ' and calculates normal load, by sheet material 6 given 0.1m that settle concrete block to form or near thickness " h1 ".

With reference to accompanying drawing 5, shown " L " shape and/or " U " shape steel frame 5 have the

metal frame parts

5a and 5c and parallel short

metal frame parts

5b and 5d that extends in parallel, wherein place floor or ceiling element 4 with the first and

second floor surface

4b, 4c and remaining cross-section, so that form horizontal floor surface 4a and planar horizontal ceiling soffit 4a ', wherein each floor components 4 and cross section, floor thereof lean against respectively on brace summer 14b, the 14b ', have free-span distance (length is directed given by

metal frame parts

5a, 5b's) betwixt.

With reference to accompanying drawing 5,6 and 7, its expression can givenly have the described metal framework 5 irregular horizontal section bars of

metal frame parts

5a, 5b, 5c and 5d.

In the accompanying drawing 6 cross-sectional illustration of amplifier section along or be parallel to three

shapes

8,8 ' and 8 " cross section of the frame parts 5c that supports produces the rotation rigidity reinforcement of concrete plate 6 in concrete plate 6.

With reference to the accompanying

drawings

2,3 and 5, brace summer 14b, the 14b ' " L " of given support frame structure 5 or " U " tee section section.

According to the present invention, the structure of floor components 4 is under any circumstance all selected the transversal orientation of each cross section,

floor

4b, 4c etc. greater than 4.0, for example below the 8.0m, and preferred 6.0m or slightly little.

In this respect, the present invention discloses especially and has had standard-sized floor components 4.

The portrait orientation that can select floor components 4 is 10-15m, but can be longer, for example 20m.

As basic structure, mix concrete sheet material 6 ' with

used shape

8,8 ' and 8 " lack any reinforcement and/or stiffening device fully in the newly placed concrete piece 6 ' of isolating; and have common distance betwixt, so that form described floor

cross section

4b, 4c etc.

Replacedly, can introduce mix concrete piece 6 ' with the reinforcement of forms such as steel fibre and at the exception next one or a plurality of bracing pieces etc., to form floor board 6.

Accompanying drawing 7 is with perspective representation " U " shape metal frame parts, one or more frame parts 5a to 5d as special metal frame parts 5e, have by Reference numeral 5f, 5f ' and 5f corresponding to being connected to during use " the frame parts 5c or the 5a of three or more ledge of expression and a side of the floor components 4 of groove; wherein these ledges are suitable for casting water-bearing concreae sheet material 6 ', and produce the prerequisite that is used for simple distribution liquid newly placed concrete piece 6 ' between

cross section

4b, 4c etc. thereon.

Accompanying drawing 8 is represented metal framework 5 with exploded view, has three

metal frame parts

5a, 5b and 5c, and on framework 5 directed a plurality of parallel (four)

Reference numeral

8,8 ' and 8 " shape of appointment, and do not have concrete block 6 '.

Accompanying drawing 9 is represented the different metal section bar 8 of a plurality of being divided into " A ", " B ", " C " and " D ", the concrete reinforcing section that wherein directed fire-resistant or safety or mechanical strength increase, so that in concrete plate 6, limit contiguous cross section,

floor

4b, 4c etc., and limit felt pad 7 with following wall portion (not shown) relatedly.

Different cross section structure at this explanation steel shape 8.

Illustrate that " A " discloses such embodiment, wherein upper area 8a tilts, and is connected to zone line 8b with the right angle, and on lower area 8c crooked 45 °, its mesopore or groove 8d are the fin forms.

Illustrating that " B " illustrates is similar to the embodiment shown in the explanation " A ", and said groove 8d is the simple hole that exposes.

Illustrate that " C " expression use is parallel to bar or the excellent 8f that angular cross section 8e extends.

" Z " tee section of " D " expression use shape is described, exposes upper plane floor surface 4a, adjacent plane zone 8g and lower flat zone 8c '.

Advantageously, use " X " or section bar 8 (not shown) of any other section form that form as shown in the figure, connect so that between contiguous

cross section

4b and 4c, produce to engage.

Disclosed by way of example embodiment above the present invention is not limited to naturally under the scope that does not break away from the inventive concept shown in additional claim, can be made amendment.

Especially, should observe, in this scope, unit shown in each and/or circuit can be with each the unit shown in other and/or circuit combine so that can obtain the desired techniques function.

In the superincumbent description, following Reference numeral is used for explaining:

The 1 complete building structure that is formed by a plurality of modules

2 supporting constructions

2 ' contiguous supporting construction

3 modules

4 floors and/or ceiling element

4a plane floor upper surface

4a ' flat ceiling lower surface

4b first floor (or ceiling) Formation cross-section

4c second floor (or ceiling) Formation cross-section

The first end zone that 4d is related with cross section, described first floor

4e and related the second end zone, cross section, described first floor

4f and related first end zone, cross section, described second floor

4g and related the second end zone, cross section, described second floor

5 are suitable for forming the external frame structure of floor and/or ceiling element metal framework on every side

5a first metal frame parts

5b second metal frame parts

5c the 3rd metal frame parts

5d the 4th metal frame parts

6 hard metal frame parts

The water-bearing concreae block structure that newly waters mix concrete piece form that 6 ' high viscosity exposes

6a causes the concrete plate cross section of the downward orientation that adds powerful of floor and/or ceiling element

7 sound and/or the thermal insulation pads that expose fire-resistance property and be suitable for cooperating with the sheet material cross section

First section bar that 8 metal, floor and/or the ceiling elements of being arranged to be fixed to the parallel metal frame parts are strengthened

Second shape of 8 ' the adjacent first section bar orientation

8 " the 3rd shape of the adjacent second section bar orientation

The first area on 8a adjacent upper floor

The 8b zone line

The second area of the adjacent lower ceilings of 8c

8c ' lower flat zone

8d is used to distribute and newly waters the groove as fin and/or hole of mix concrete piece

The angled cross section of 8e

8f bar or rod

The 8g plane domain

10 interconnected devices shown in pin

The interconnected device of 10a shown in pin

14 braced structuress

The 14a first vertical support beam is arranged

14b second horizontal shore is arranged

Claims

1. one kind is suitable for forming floor surface (4a) and/or forming the element (4) on ceiling surface (4a ') as a unit, wherein said element is suitable for putting and leans against the brace summer (14b that is contained in the space in braced structures (14) or the frame construction, 14b ') on, and the framework (5) that is wherein formed and had the metal frame parts (5a-5d) of its configuration by metal is suitable for centering on the sheet material (6) that is formed by concrete, and the relative frame parts (5a of configured metal framework (5) wherein, 5c) can be suitable for being formed for a plurality of shapes (8,8 '; 8 ") fixed support, it is characterized in that, described concrete plate (6) is suitable for by pressure and/or via fastening devices (5f, 8d) (5a, 5c) regularly and agley rigidity cooperates with the metal frame parts that is configured that is associated in described framework and/or selected shape.

2. element as claimed in claim 1 is characterized in that, described frame parts and/or shape are suitable for by the fastening devices of separating and/or angle cross section and sheet material (6) fixing joint that formed by concrete.

3. element as claimed in claim 1 or 2 is characterized in that, the described sheet material that is formed by concrete has the thickness of about 0.1m.

4. element as claimed in claim 1 or 2, it is characterized in that, selected and/or all described shapes (8) have the irregular cross-sectional profile in described concrete plate (6), and are provided with and are used for the following fastening devices (6a) that cooperates with the sound of below and/or thermal insulation pad (7) etc.

5. as claim 1 or 4 described elements, it is characterized in that, be used for the described brace summer of frame construction and/or the metal frame parts of metal framework and have " L " or " U " cross-section profile.

6. as the described element of preceding arbitrary claim, it is characterized in that, transversal orientation is chosen to be on the 4.0m, under the 8.0m, is 6.0m suitably for example.

7. as the described element of preceding arbitrary claim, it is characterized in that portrait orientation under any circumstance is chosen to be 10 to 15m, for example under any circumstance is under the 20m.

8. as the described element of preceding arbitrary claim, it is characterized in that the described sheet material that is formed by concrete does not have the insertion reinforcement except that the embedding cross section of isolating metal section bar.

9. as the arbitrary described element of preceding claim 1 to 7, it is characterized in that the described sheet material (6) that is formed by concrete is provided with the reinforcement except that the embedding cross section of isolating metal section bar (8), for example steel fibre.

10. element as claimed in claim 8 or 9 is characterized in that reinforcement inserts one or more bracing pieces etc.

11. as the described element of preceding arbitrary claim, it is characterized in that, described portrait orientation is suitable for being contained in the horizontal range between the brace summer in the steel skeleton construction that provides as module (3), wherein, module can with one or more other module cooperative.

12. element as claimed in claim 11 is characterized in that, described module (3) presents the underframe structure (2 ') of the floor components that is used to support loose placement; And the upper frame structure (2) that is used to support the ceiling element of loose placement.