CN102124173A - Panel construction - Google Patents
Panel construction Download PDFInfo
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- CN102124173A CN102124173A CN200980131665.3A CN200980131665A CN102124173A CN 102124173 A CN102124173 A CN 102124173A CN 200980131665 A CN200980131665 A CN 200980131665A CN 102124173 A CN102124173 A CN 102124173A
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- China
- Prior art keywords
- panel
- reinforcing element
- base plate
- flange
- curable materials
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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
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
- E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
- E04B5/40—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element with metal form-slabs
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/06—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
- E04C2/28—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups combinations of materials fully covered by groups E04C2/04 and E04C2/08
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Bridges Or Land Bridges (AREA)
- Panels For Use In Building Construction (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
- Joining Of Building Structures In Genera (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
The present invention relates to a panel comprising one or more decking members which is arranged such that a settable material can be supported thereon to form a composite panel. The panel further comprises one or more elongate strengthening elements, each element being arranged to connect to the one or more decking members in a manner such that the one or more elements increase panel strength.
Description
Technical field
The present invention relates to the method for a kind of panel and the above-mentioned panel of formation.Above-mentioned panel comprises one or more base plate members and one or more reinforcing element.Can be curable in one or more base plate members place carrying (for example, bonding) material so that constitute composite panel.Between the composite panel shaping period, during the composite panel lifting and when being subjected to operating load, reinforcing element can improve slab strength and rigidity.Reinforcing element also makes it possible to cancel the use of reinforcing mat.Though a purposes of above-mentioned panel is " wall is flat to be watered " building occupancy, should be appreciated that above-mentioned panel never is limited to these purposes.
Background technology
Wall is flat to be watered panel and is used to build warehouse and business buildings.Wall is flat water panel can be at the scene or prefabricated outside the scene, promote and lay by crane or other lifting means, in place and panel has connected under the good situation and has been supported on the appropriate location at roof structure then.
Promote and lay for the ease of crane or lifting means, panel can be provided with connector (for example one or more hanger), can connect corresponding suspension hook etc. it on so that lifting.
When employing includes the composite panel form of binding material and metal base plate structure, known these connectors can embeddings in the binding material.Also known available reinforcing mat for building is strengthened described binding material, bears between tectonic epochs and afterwards shearing and torsional load etc. to guarantee described panel.
Here any reference to prior art is not as such statement, and promptly prior art is formed on a part of common practise of Australia or other local those of ordinary skills.
Summary of the invention
In first aspect, a kind of panel is provided, it comprises one or more base plate members, above-mentioned base plate member can be arranged as and curable materials can be supported thereon to form composite panel.Described panel also comprises the reinforcing element of one or more length, and each element is connected with one or more base plate members as follows: make described one or more element can improve slab strength.
Though (for example can comprise single base plate member and single reinforcing element at panel described in its simplest form, reinforcing element can connect between the opposing flanges of single base plate member and extend to strengthen described member and to improve stiffness of structural member), yet described one or more reinforcing elements are arranged to be connected with two or more adjacent bottom plates members usually.
In arbitrary situation, long reinforcing element can improve slab strength and panel rigidity.Therefore, curable materials can support thereon during the formation of composite panel better, and can improve the bulk strength of composite panel at (for example, as wall the time) during the panel lifting (for example erecting) and during panel bears service load.
Long reinforcing element also helps the lifting of panel.In this respect, one or more lifting connectors can be installed (for example connecting with bolt) on each reinforcing element, rather than embed separately in the curable materials of composite panel.These promote the form (for example suspension hook being positioned on the panel) that connector can be taked hanger.When reinforcing element adopted long channel member form, each hanger can be fixed on the flange of channel member with bolt or alternate manner.
When described panel comprised two or more adjacent bottom plates members, they can link together at one or more corresponding connecting portions place.Then, each in one or more reinforcing elements can be connected described one or more corresponding connecting portion place or adjacent with described one or more corresponding connecting portions.On behalf of the intensity in the base plate, each this connecting portion self can improve the zone, when reinforcing element is attached thereto, can correspondingly improve the bulk strength and/or the rigidity of panel thus.
For example, above-mentioned two or more adjacent bottom plates members can link together side by side, to limit the connecting portion of one or more corresponding length in panel.During the formation of resulting composite panel and between its operating period, these long connecting portions in use can play the effect of the carrying reinforcing rib of panel.
When being used for the interconnection of two or more base plate members, one or more reinforcing elements can also be simplified panel structure.Thus, can get rid of and be used for necessity that two adjacent bottom plates members are linked together separately.
Also have, one or more reinforcing elements can be used for strengthening curable (for example bonding) material in resulting composite panel, therefore can replace to be used for providing the reinforcing mat (for example when it waters panel as wall is flat) of structural integrity to composite panel in addition.In this respect, one or more reinforcing elements can be arranged with respect to base plate member, thereby they can partly embed in the curable materials at least during the formation of composite panel.
Optionally, one or more reinforcing element can combine with reinforcing mat and be used for further strengthening resulting composite panel.
One or more reinforcing elements can be connected with base plate member in several ways.In every kind of mode, reinforcing element can improve slab strength and rigidity.
For example, each reinforcing element can connect into:
(i) horizontal expansion strides across two or more base plate members and they is linked together; Perhaps
(ii) link together along the connecting portion extension of two adjacent bottom plates members and with them; Perhaps
(iii) with in laterally (i) and the vertical orientation stretching between (ii) and once more two or more base plate members being linked together.
In one embodiment, each in one or more base plate members can comprise the elongated slot of being made by metal sheet (for example galvanized steel plain sheet of roll forming in cold rolling or hot rolling molding process).Then, the flange of adjacent slot can be docked to limit given connecting portion (for example extending across the long rib-like connecting portion of base plate) in base plate.
When panel comprised the two or more elongated slot that is arranged side by side, each in one or more reinforcing elements can extend across the respective flanges in two or more elongated slots and be attached thereto.
In one embodiment, each reinforcing element can the horizontal or oblique panel that extends across, and is connected with each flange of base tub.In another embodiment, each reinforcing element can extend along panel, and can be connected with the adjacent ribs in two adjacent bottom plates grooves.
In the above-described embodiment, each reinforcing element can be connected with the flange of given groove at the lip that laterally extends from flange, thereby reinforcing element is faced described lip when being connected with lip.In this respect, the lip of the flange of a groove can be overlapping with the lip of the flange of adjacent slot.Therefore, reinforcing element can be connected with two adjacent lips simultaneously.
In the above-described embodiment, the flange of a groove can be adjusted to and is suitable for (for example be shaped and be configured to) and is nested in the adjacent ribs of adjacent slot.This can further be limited to each the long rib-like connecting portion in the panel base plate, and can improve its supporting capacity.Therefore, be connected this connecting portion place or when adjacent, can correspondingly improve the bulk strength and/or the rigidity of panel when reinforcing element with described connecting portion.
In one embodiment, the flange of a groove can be adjusted to meet the structural integrity of panel between its shaping period and in using subsequently.In this respect, nested flange can provide a kind of structure types (for example, the carrying reinforcing rib that can be connected with reinforcing element).
Each reinforcing element can be connected with the flange of given groove by securing member.Securing member can be arranged to reinforcing element is fastened on the given groove simultaneously, and described groove is fastened on the adjacent slot.This can improve the shaping speed of panel.
In one embodiment, reinforcing element can further be arranged to be connected with at least one base plate member, thereby when curable materials and one or more base plate member formed composite panel together, described one or more reinforcing elements were strengthened described curable materials.
Each reinforcing element also can be made by sheet material (for example galvanized steel plain sheet of roll forming in cold rolling or hot rolling molding process).Each reinforcing element can have the certain structure profile.For example, each reinforcing element can form and limit U-lag, but has also disclosed other profile here.In addition, the end of each flange of U-lag also can be provided with horizontal lip, and it stretches out holding capacity with the described U-lag of further enhancing cross section to groove inside.
In the optional embodiment of above-mentioned embodiment, reinforcing element can be flat (for example it can be made by adding the hoop ribbon steel).In another modification, reinforcing element can have certain structure profile (for example the hat that is adopted or have greater strength and the more deep trouth shape of rigidity) in laths of metal.Described panel can adopt any in these reinforcing element modification simultaneously.Separately or be used in combination these modification and can also further help panel to form under the situation of reinforcing mat need not.
Each reinforcing element can also be provided with the variant part of a plurality of holes and/or dispersion along it.During the formation of composite panel, can hold curable materials in these holes, strengthened the powerful that adds of each Connection Element thus.During the formation of composite panel, these variant parts can help reinforcing element and curable materials bonding, so hole and variant part both can strengthen the powerful that adds of each reinforcing element.
The panel of described first aspect can also comprise support and curing curable materials thereon, can form composite panel thus.
In second aspect, a kind of composite panel is provided, described panel comprises as the panel defined in the first aspect and the curable materials on the panel as described in being supported on.
The composite panel of second aspect is suitable for use as the flat panel that waters of wall.
In the third aspect, provide a kind of method that is used to form as the panel defined in the first aspect.Described method comprises the step that connects one or more reinforcing elements with respect to one or more base plate members as follows: make described one or more element can improve slab strength.
The method of the third aspect can also may further comprise the steps:
Two or more base plate members are arranged side by side;
The form that described one or more reinforcing elements is arranged to stride across or extends along described base plate member side by side.
In the method for the third aspect, each reinforcing element can be connected with each respective base member by securing member.In addition, each base plate member can be connected with the adjacent bottom plates member by described securing member (perhaps another securing member).Described securing member can comprise spike dowel that for example penetrates etc. from ail gun, so that the panel rapid shaping.
After forming described panel, described method may further include and is arranged in curable materials on the panel and allows its step of curing, forms composite panel thus.
In fourth aspect, provide the panel of preparing by the method for the third aspect.
According to the 5th aspect, a kind of panel is provided, it comprises through adjusting so that curable materials can be supported thereon to form one or more base plate members of composite panel, described panel also comprises the reinforcing element of one or more length, and each reinforcing element is arranged to be connected with at least one base plate member, thereby when curable materials formed composite panel with one or more base plate members, described one or more reinforcing elements were strengthened described curable materials.
In one embodiment, each in one or more base plate members comprises the elongated slot of being made by metal sheet.
In an embodiment that comprises two or more elongated slots that are arranged side by side, each reinforcing element can stride across or extend along two elongated slots.
In one embodiment, each reinforcing element all is connected with respective flanges in two or more elongated slots.
In one embodiment, each reinforcing element is connected with the flange of given groove at the lip from the flange horizontal expansion, and reinforcing element is faced described lip when being connected with lip thus.
In one embodiment, each reinforcing element is connected with the flange of given groove by one or more securing members.
In one embodiment, the flange of a groove is adjusted to and is suitable for being nested in the adjacent ribs of adjacent slot.
In one embodiment, each securing member extends through reinforcing element, passes each adjacent nested flange then.
In one embodiment, each reinforcing element is made of metal, and is section bar or flat strip.
In one embodiment, reinforcing element has the channel shaped configuration that is suitable for convenient described panel lifting.
In one embodiment, reinforcing element is suitable for receiving one or more lifting connectors with mounting means.
In one embodiment, each reinforcing element have a plurality of run through wherein the hole and/or along the variant part of the dispersion of its formation.
In aspect the 6th, a kind of panel is provided, it comprises through adjusting so that curable materials can be supported thereon to form two or more base plate members of composite panel, described panel also comprises one or more reinforcing elements, this stiffener is arranged to described two or more base plate members are coupled together so that when curable materials and described two or more base plate member formed composite panel, described one or more reinforcing elements were strengthened described curable materials.
According to the 7th aspect, a kind of composite panel is provided, it comprises as the panel defined in aspect the 5th or the 6th and the curable materials on the panel as described in being supported on.
According to eight aspect, provide a kind of form as aspect the 5th or the 6th in either side defined in the method for panel, described method comprises the step that described one or more reinforcing elements are arranged with respect to described one or more base plate members, thereby when curable materials and described one or more base plate member formed composite panel, described one or more reinforcing elements were strengthened described curable materials.
In one embodiment, described method is further comprising the steps of: two or more described base plate members are arranged side by side; And described one or more Connection Elements are arranged to stride across or extend along described base plate member side by side.
Description of drawings
Fall into panel that summary of the invention limits and other arbitrary form in the method scope thereof although exist, only to describe now in the mode of embodiment and with reference to the specific embodiments of accompanying drawing counter plate, wherein:
Fig. 1 is the concept map of the panel of simple form;
Fig. 2 is the stereogram that comprises becoming first embodiment of the panel of a plurality of base plate members of annexation side by side and reinforcing element;
Fig. 3 is the stereogram with the similar panel of Fig. 2, but it has the reinforcing element that is different orientation;
Fig. 4 is the detailed cross-sectional view that adopts composite panel one end that the panel of Fig. 2 forms; And
Fig. 5 is the stereogram that comprises becoming two other different embodiment of the panel of a plurality of base plate members of annexation side by side and reinforcing element.
The specific embodiment
At first with reference to Fig. 1, Fig. 1 shows the panel P that comprises sheet material (for example metal sheet) base plate D, and base plate D is used for receiving and supporting the curable materials of bonding material form thereon.In this illustrative diagram, the relative support lugn F of base plate D is shown as from base plate and extends upward.Long reinforcement C can connect between each support lugn and extend.For example reinforcement C can be used for strengthening base plate D, so that keep dimensional stability when binding material being watered on base plate D.When binding material had cured with the formation composite panel, reinforcement C made it to strengthen and sclerosis during can promoting (for example erecting) at panel, and can strengthen described panel so that (for example as wall the time) bears load during use.One or more lifting installed parts (hanger that for example is used for suspension hook) can be fixed into the form of stretching out from reinforcement C.
As another advantage, when the binding material on being formed at base plate D was partially or even wholly imbedded reinforcement C in the binding material of curing, reinforcement C can be used for reinforced cementitious materials.In this respect, reinforcement C can also replace the use of reinforcing mat, and can be applicable to this purpose (as described below).
Referring now to Fig. 2, Fig. 2 shows the panel of bottom plate apparatus 10 forms, and it comprises the base plate member of a plurality of elongated slot 12 forms.Each groove comprises the metal sheet (for example galvanized steel plain sheet) of cold rolling or hot-roll forming, and is adjusted into and is convenient to curable materials (for example binding material) to be supported thereon during compound (for example erecting) panel forms.
Each groove 12 is formed with relative flange 14 and 16.These flange moulding and be configured to be nested in the adjacent ribs of adjacent slot.For example, the flange 16 of groove 12 can be nested in groove 12 ' flange 14 ' in, and groove 12 ' flange 16 ' can be nested in the next flange of next groove, by that analogy.This can limit many long connecting portions 18 that extend across bottom plate apparatus 10, and each connecting portion can be as the carrying reinforcing rib thus.These reinforcing ribs can provide supporting capacity (for example erecting in the purposes) during the formation of composite panel and between the operating period at this panel.
It can also be seen that the opposing flanges 14,16 of each groove 12 also comprises lip 20, and flange 14 ' lip 20 ' overlapping with the lip 20 of flange 16. Turning point 22,22 on each flange ' etc. help to keep described nested structure.
The construction profile of channel member 30 enables to provide the performance of extra raising strength and stiffness to bottom plate apparatus 10.Therefore, when for example binding material being watered on the bottom plate apparatus 10, described base plate is in the loading and the setting up period resistance to deformation better of material.In addition, in the composite panel that finally obtains, the whole front panel strength and stiffness for composite panel promote (for example wall is flat water during) and in use (for example, when bearing load, for example the time) as wall can both be improved.Therefore, bottom plate apparatus 10 can be between the composite panel tectonic epochs and is born better afterwards and shear and torsional load.
As can be seen, each channel member 30 connects (adjacent with connecting portion 18) at connecting portion 18 places.Because each connecting portion provides intensity to improve the zone in base plate, so when channel member 30 was attached thereto, the bulk strength of panel and rigidity can access correspondingly and improve.
In this respect, the web 36 of each channel member 30 by extend through flange 16 and 14 ' overlapping lip 20 and 20 ' securing member 38 fastening.The securing member that disperses can given corresponding nested flange group 16 and 14 ' overlapping lip 20 and 20 ' residing each position be inserted through web.This makes member 30 be combined on the elongated slot, and across bottom plate apparatus these elongated slots is fixed together, thereby has improved the bulk strength and the rigidity of base plate.
Each securing member 38 can comprise a series of spike dowels, rivet, screw (for example from fastening Tec screw) etc.When adopting spike dowel, can from ail gun, these spike dowels be penetrated so that can assemble described bottom plate apparatus 10 apace.
Referring now to Fig. 3, wherein adopted the Reference numeral identical with Fig. 2, the panel of remodeling with bottom plate apparatus 10 ' form demonstrate, it comprises a plurality of base plate members of elongated slot 12 forms again.
The bottom plate apparatus 10 of Fig. 3 ' be with the difference of the bottom plate apparatus 10 of Fig. 2, each channel member 30 along two adjacent slots 12 and 12 ' connecting portion 18 extend.In this bottom plate apparatus, the securing member of dispersion along given nested flange group 16 and 14 ' overlapping lip 20 and 20 ' be inserted through web 36 in the relevant position.This makes adjacent elongated slot 12 and 12 ' be fixed together along bottom plate apparatus.In this embodiment, connecting portion 18 is effectively increased by channel member 30, thereby has improved the bulk strength and the rigidity of base plate in another way.In other words, the supporting capacity of described connecting portion is improved.
Referring now to Fig. 4, wherein identical Reference numeral is represented identical parts.As can be seen, binding material M is arranged on the bottom plate apparatus 10 so that form composite panel CP with it.Between cast, curing and the shaping period of composite panel, channel member 30 embeds among the binding material M, and has therefore strengthened described material.Therefore, and be used for adjacent slot interconnection and make its reinforcement/sclerosis the same, described channel member 30 can also replace being used for providing the reinforcing mat (for example, being used as wall at it puts down when watering panel) of structural integrity to composite panel.This can obviously simplify the composite panel structure.
Referring now to Fig. 5, this figure demonstrates the panel of bottom plate apparatus 100 forms, described device comprises the base plate member of a plurality of employing elongated slot 112 forms, and each groove is made (galvanized steel plain sheet that for example passes through cold rolling or hot-roll forming) by cold rolling or hot rolling technology with metal sheet.Also have, each groove 112 is adjusted to the curable materials of being convenient between composite panel (for example flat panel that waters of wall) shaping period bonding material form and supports thereon.
Also have, each in the opposing flanges 114,116 of each groove 112 all moulding and configuration is used for being nested in the adjacent ribs of adjacent slot, thereby limits the connecting portion 118 of the length that extends across bottom plate apparatus 100.In this respect, the adjacent ribs 114 of adjacent slot 112 and 116 can limit a kind of like this reinforcing rib structure for building (referring to Fig. 4): described structure longitudinal extension strides across bottom plate apparatus 100 so that further support structure to be provided.
In this embodiment, bottom plate apparatus 100 also comprises the reinforcing element of one or more length of metal tape form, and it has any one or two kinds of forms in shaping lath structure 118 or the flat band structure 120 (for example being iron hoop).The end profiles of each lath 118 can have known " cap " shape, thereby has utilized existing construction profile (for example lath of roll forming).Each is with 120 can utilize existing iron hoop material.Lath 118 or be with 120 can be arranged to the horizontal or oblique bottom plate apparatus 100 that extends across, and can be connected with the flange 114,116 of groove, thereby be connected on the groove.Lath or band can be fastened on from the lip 122 of each flange 114,116 horizontal expansion, thereby lath or band are close to the uppermost lip in bottom plate apparatus.Securing member can comprise a succession of spike dowel, rivet, screw (for example from fastening Tec screw) etc.When using nail, these nails can launch from ail gun so that quick assembling plate device 100.
Each lath or band can be provided with a plurality of holes of therefrom running through 124.These holes can hold the binding material that passes wherein between the composite panel shaping period, " be " on binding material with these laths or band thus, and strengthened the powerful that adds of each lath or band.Each lath or band can also be out of shape with the variant part that has a plurality of dispersions along it (for example, the punching press of lath or carrying material or cutting fin or small pieces, burr, annular knurl).Also have, these variant parts can help lath or band and binding material bonding between the shaping period of composite panel, so that further strengthen the powerful that adds of each lath or band.
Embodiment-composite panel building method
Now according to the following steps to describing of being used for forming as the flat non-limiting method of watering the composite panel of panel of wall in the building site:
1. the base plate member 12 (for example four members) with used quantity is arranged side by side, and clips together at the flange 14 and 16 places of its special moulding and configuration, thus given flange 16 is nested in the adjacent ribs 14 (for example referring to Fig. 2,3,4 and 5).
2. a plurality of channel members 30 compartment of terrains are arranged on the base plate member so that its along or across these member horizontal expansions (for example referring to Fig. 2 and 3).
3. then each channel member 30 is connected on the respective base member so that form bottom plate apparatus 10.In this respect, securing member (for example spike dowel that penetrates from ail gun, rivet etc.) is inserted through the web 36 of channel member 30 and pass adjacent lip 20 ', 20 each so that form bottom plate apparatus 10 fast.
4. use bolton on the given flange 32 of one or more channel members 30 a plurality of hangers.These hangers make suspension hook can be contained on the bottom plate apparatus 10 subsequently.
5. bottom plate apparatus 10 is arranged in the suitable frame, and curable materials (for example concrete M) is poured on the bottom plate apparatus 10 so that fill each base tub 12, and do not have channel member 30.Can observe these channel members 30 and strengthened bottom plate apparatus 100 because between casting cycle, do not occur any can detected plate bending.So just obtain composite panel CP (for example referring to Fig. 4).
6. in case the concrete M of composite panel CP fully solidifies, and then by the crane that is connected with hanger panel is erected appropriate location (for example erecting vertical direction).Also have,, observe these channel members 30 and strengthened composite panel CP during this lifting and subsequently when erecting the appropriate location as wall.Observe these channel members simultaneously and strengthened concrete structure M.
7. the structure of composite panel CP can be used in that wall is flat to water construction (at the scene), precast (for example not locating in factory at the scene) or both combinations (near the scene).In the situation of back, the prefabricated panel member can be delivered to on-the-spot neighbouring (for example being positioned near the temporory structure in building site).These structures can be optimized to raise the efficiency, to reduce transportation and obviously to reduce required assembling.
By improving the strength and stiffness of above-mentioned panel, and by avoiding using reinforcing mat, can simplify and realize composite panel and forming method thereof fast.Observe resulting composite panel simultaneously and have enough structural integrities and performance, and also can in use bear various loads even without reinforcing mat.
Though described a plurality of concrete panel embodiments, should be appreciated that above-mentioned panel can be according to many other forms enforcements.
In the claims and in the explanation in front, except context because language performance is required or carry out the required place of necessary hint, word " comprises " and is out of shape, as " comprising " or " including ", use according to the meaning that comprises, promptly point out the existence of described feature, rather than get rid of existence or the adding of further feature in each embodiment of above-mentioned panel and method.
Claims (30)
1. panel, it comprises one or more base plate members, above-mentioned base plate member can be arranged to and curable materials can be supported thereon to form composite panel, described panel also comprises the reinforcing element of one or more length, and each long reinforcing element is connected with described one or more base plate members as follows: the reinforcing element of described one or more length can improve slab strength.
2. panel as claimed in claim 1, comprise two or more adjacent bottom plates members, described adjacent bottom plates member links together at one or more corresponding connecting portions place, and wherein said each reinforcing element is connected described one or more corresponding connecting portion place or adjacent with described one or more corresponding connecting portions.
3. panel as claimed in claim 2, wherein said two or more adjacent bottom plates members link together according to side by side relationship, limit the connecting portion of one or more corresponding length in panel.
4. as claim 2 or 3 described panels, wherein said each reinforcing element so extends:
(i) across extending to connect two or more described base plate members; Perhaps
(ii) the connecting portion along two adjacent bottom plates members extends so that they are linked together; Perhaps
(iii) with laterally (i) and vertically the orientation stretching between (ii) so that plural described base plate member is linked together.
5. as each described panel in the claim 2 to 4, each in wherein said one or more base plate members comprises the elongated slot of being made by metal sheet.
6. panel as claimed in claim 5, the flange butt joint of wherein said adjacent slot is to limit given connecting portion in base plate.
7. panel as claimed in claim 6, wherein each reinforcing element is connected with the flange of given groove at the lip that laterally extends from described flange, and described thus reinforcing element is faced described lip when being connected with described lip.
8. panel as claimed in claim 7, the lip of the lip of the flange of one of them groove and the flange of adjacent slot is overlapping, and described thus reinforcing element is connected with above-mentioned adjacent lip simultaneously.
9. as each described panel in the claim 6 to 8, the flange of one of them groove is adjusted to and is suitable for being nested in the adjacent ribs of adjacent slot.
10. as each described panel in the claim 6 to 9, wherein each reinforcing element is connected with the flange of given groove by one or more securing members.
11. as each described panel in the claim of front, wherein when described curable materials formed composite panel with described one or more base plate members, described reinforcing element further was arranged to the form that described one or more reinforcing element is strengthened described curable materials.
12. as each described panel in the claim of front, wherein each reinforcing element is made by metal sheet, and has the certain structure profile.
13. as each described panel in the claim 1 to 12 of front, wherein each reinforcing element forms and limits U-lag.
14. as each described panel in the claim 1 to 12 of front, wherein each reinforcing element is a metalwork, and is section bar or flat strip.
15. having, panel as claimed in claim 14, wherein said reinforcing element be suitable for the channel shaped configuration that convenient described panel promotes.
16. as claim 14 or 15 described panels, wherein said reinforcing element is suitable for receiving one or more lifting connectors with mounting means.
17. as each described panel in the claim of front, wherein each reinforcing element has the variant part of a plurality of holes and/or dispersion along it.
18. as each described panel in the claim of front, also comprise and supporting and curing curable materials thereon, form composite panel thus.
19. a composite panel comprises as each described panel in the claim 1 to 17 and the curable materials on the panel as described in being supported on.
20. composite panel as claimed in claim 19, it is suitable for use as the flat panel that waters of wall.
21. panel, it comprises through adjusting so that curable materials can be supported thereon to form one or more base plate members of composite panel, described panel also comprises the reinforcing element of one or more length, and each reinforcing element is arranged to be connected with at least one base plate member, thereby when curable materials formed composite panel with one or more base plate members, described one or more reinforcing elements were strengthened described curable materials.
22. panel as claimed in claim 21, wherein each base plate member and each reinforcing element are as in the claim 1 to 17 as described in each.
23. one kind is used to form as claim 1 to 19, the method of each described panel in 21 and 22, described method comprises the step that connects one or more reinforcing elements with respect to one or more base plate members as follows: make described one or more element can improve slab strength and/or strengthen described curable materials.
24. method as claimed in claim 23 also comprises the steps:
Two or more base plate members are arranged side by side;
The form that described one or more reinforcing elements is arranged to stride across or extends along described base plate member side by side.
25., also comprise by securing member each reinforcing element and respective base member step of connecting, thereby form described panel as claim 23 or 24 described methods.
26. method as claimed in claim 25, wherein said securing member are the nails that penetrates from ail gun.
27. as each described method in the claim 23 to 26, further comprise being arranged in curable materials on the described panel and allowing its step of curing, form described composite panel thus.
28. one kind basically as the method with reference to panel as described in the described formation of drawings and Examples here.
29. one kind by the panel as each described method preparation in the claim 23 to 28.
30. one kind basically as here with reference to the described panel of drawings and Examples.
Applications Claiming Priority (9)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AU2008903014A AU2008903014A0 (en) | 2008-06-13 | Composite Panel, Decking Member and Methods of Making Same | |
| AU2008903014 | 2008-06-13 | ||
| AU2008904655A AU2008904655A0 (en) | 2008-09-08 | Panel strengthening | |
| AU2008904654A AU2008904654A0 (en) | 2008-09-08 | Panel construction | |
| AU2008904655 | 2008-09-08 | ||
| AU2008904654 | 2008-09-08 | ||
| AU2008905967A AU2008905967A0 (en) | 2008-11-18 | Panel assembly, composite panel, and components for use in same | |
| AU2008905967 | 2008-11-18 | ||
| PCT/AU2009/000740 WO2009149509A1 (en) | 2008-06-13 | 2009-06-12 | Panel construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102124173A true CN102124173A (en) | 2011-07-13 |
Family
ID=41416287
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN200980131665.3A Pending CN102124173A (en) | 2008-06-13 | 2009-06-12 | Panel construction |
Country Status (6)
| Country | Link |
|---|---|
| US (1) | US20110154747A1 (en) |
| EP (1) | EP2304128A4 (en) |
| CN (1) | CN102124173A (en) |
| AU (1) | AU2009257190B2 (en) |
| NZ (1) | NZ590193A (en) |
| WO (1) | WO2009149509A1 (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103850433A (en) * | 2012-12-04 | 2014-06-11 | 深圳市特辰科技股份有限公司 | Aluminium alloy building formwork |
| CN105625619A (en) * | 2015-12-31 | 2016-06-01 | 扬州大学 | Profiled steel sheet concrete bilateral composite floor embedded with hollow square steel tubes |
| CN108331347A (en) * | 2018-04-28 | 2018-07-27 | 浙江全能建模板技术有限公司 | A kind of proximate matter |
| CN112411741A (en) * | 2020-11-28 | 2021-02-26 | 中实翊(福建)建设工程有限公司 | Fabricated building structure and construction method |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US8677696B2 (en) * | 2008-12-19 | 2014-03-25 | Bluescope Steel Limited | Fixing system and method |
| CN103410341A (en) * | 2013-07-23 | 2013-11-27 | 昆山维金五金制品有限公司 | Sealing plate reinforcing sheet |
| US9915063B1 (en) | 2016-08-26 | 2018-03-13 | Petersen Aluminum Corporation | Wall panel clip and high wind resistant wall panel systems |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB207893A (en) * | 1922-09-11 | 1923-12-11 | Richard Hawke Rogers | Improvements in or relating to concrete roofs, partitions and like structures |
| US3394523A (en) * | 1965-08-17 | 1968-07-30 | Sackett & Sons Co A J | Building enclosure of panels |
| FR1489199A (en) * | 1966-06-09 | 1967-07-21 | Acieroid | Alveolar metal floor |
| DE3522382A1 (en) * | 1985-06-22 | 1987-01-02 | Josef Gail | Steel reinforcement for structural parts |
| US4659057A (en) * | 1985-06-26 | 1987-04-21 | Felter John V | Tilt up concrete wall panel system |
| US4882889A (en) * | 1987-02-26 | 1989-11-28 | Monier Limited | Composite structures |
| AU627245B2 (en) * | 1988-12-09 | 1992-08-20 | John Lysaght (Australia) Limited | Profiled steel sheet |
| JPH04293837A (en) * | 1991-03-20 | 1992-10-19 | Nkk Corp | Building floor structure |
| CA2121965C (en) * | 1994-04-22 | 2002-05-28 | Paul Mayrand | Composite structural steel wall reinforced with concrete and mold therefor |
| US20030014935A1 (en) * | 2001-07-18 | 2003-01-23 | Bodnar Ernest R. | Sheet metal stud and composite construction panel and method |
| AUPS254602A0 (en) * | 2002-05-27 | 2002-06-13 | University Of Western Sydney | Reinforced structural steel decking |
| DE202004007467U1 (en) * | 2004-05-10 | 2004-07-08 | Pfeifer Holding Gmbh & Co. Kg | Device for lifting concrete parts |
| US20090049778A1 (en) * | 2004-12-03 | 2009-02-26 | Bluescope Steel Limited | Wall construction |
| TWI261866B (en) * | 2005-05-13 | 2006-09-11 | Pyramis Corp | Manufacturing method and structure of power junction field effect transistor |
-
2009
- 2009-06-12 US US12/997,761 patent/US20110154747A1/en not_active Abandoned
- 2009-06-12 WO PCT/AU2009/000740 patent/WO2009149509A1/en active Application Filing
- 2009-06-12 CN CN200980131665.3A patent/CN102124173A/en active Pending
- 2009-06-12 NZ NZ590193A patent/NZ590193A/en unknown
- 2009-06-12 AU AU2009257190A patent/AU2009257190B2/en active Active
- 2009-06-12 EP EP09761174.3A patent/EP2304128A4/en not_active Withdrawn
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103850433A (en) * | 2012-12-04 | 2014-06-11 | 深圳市特辰科技股份有限公司 | Aluminium alloy building formwork |
| CN103850433B (en) * | 2012-12-04 | 2016-08-10 | 深圳市特辰科技股份有限公司 | A kind of aluminum alloy building template |
| CN105625619A (en) * | 2015-12-31 | 2016-06-01 | 扬州大学 | Profiled steel sheet concrete bilateral composite floor embedded with hollow square steel tubes |
| CN108331347A (en) * | 2018-04-28 | 2018-07-27 | 浙江全能建模板技术有限公司 | A kind of proximate matter |
| CN108331347B (en) * | 2018-04-28 | 2023-09-19 | 浙江全能建模板技术有限公司 | Section bar |
| CN112411741A (en) * | 2020-11-28 | 2021-02-26 | 中实翊(福建)建设工程有限公司 | Fabricated building structure and construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| AU2009257190A1 (en) | 2009-12-17 |
| NZ590193A (en) | 2013-02-22 |
| AU2009257190B2 (en) | 2016-02-18 |
| EP2304128A1 (en) | 2011-04-06 |
| US20110154747A1 (en) | 2011-06-30 |
| EP2304128A4 (en) | 2013-11-27 |
| WO2009149509A1 (en) | 2009-12-17 |
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Application publication date: 20110713 |