CN102459775A - Aspects of Construction - Google Patents
Aspects of Construction Download PDFInfo
- Publication number
- CN102459775A CN102459775A CN2010800242994A CN201080024299A CN102459775A CN 102459775 A CN102459775 A CN 102459775A CN 2010800242994 A CN2010800242994 A CN 2010800242994A CN 201080024299 A CN201080024299 A CN 201080024299A CN 102459775 A CN102459775 A CN 102459775A
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- reinforcement
- wall
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- enhancement layer
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- 230000003014 reinforcing effect Effects 0.000 claims abstract description 35
- 239000000463 material Substances 0.000 claims abstract description 22
- 230000015572 biosynthetic process Effects 0.000 claims abstract description 11
- 230000002787 reinforcement Effects 0.000 claims description 141
- 238000009413 insulation Methods 0.000 claims description 14
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- 239000007858 starting material Substances 0.000 claims description 11
- 239000012212 insulator Substances 0.000 claims description 6
- 239000011495 polyisocyanurate Substances 0.000 claims description 6
- 239000000203 mixture Substances 0.000 claims description 5
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- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 5
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Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
- E04B1/161—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with vertical and horizontal slabs, both being partially cast in situ
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/7407—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
- E04B2/7448—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts with separate framed panels without intermediary posts, extending from floor to ceiling
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8635—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties attached to the inner faces of the forms
Abstract
The present invention provides a composite wall construction including a first wall element extending in a first general plane, a second wall element extending in a second general plane parallel to the first plane and spaced from the first wall element. The first and second wall elements define a space between them and the second wall element has an inner sheet defining one side of the space. A plurality of elongate reinforcing members extend longitudinally vertically within the space and are attached to each of the first and second wall elements. Each reinforcing member is formed of sheet material and has keying formations to facilitate adhesion between the reinforcing member and a settable substance poured into the space. The first wall element has a plurality of spaced-apart vertically extending corrugations forming recesses into which the space extends.
Description
Technical field
The present invention relates to the building aspect.Especially, the present invention relates to a kind of composite wall structure, the beam and slab structure of curtain wall structure and combination.
Background technology
In building industry, when project organization parts such as body of wall, beam, plate during reinforcing bar etc., according to the certain applications needs, seeks to realize various main targets.Sometimes, when providing preferred particular characteristics in the design, this may damage other characteristics.
Usually the characteristic of considering comprises supporting capacity, potential failure mode, heat insulation and sound insulation, cost and ease for use and easy construction.
Utilize many structures of some characteristic to design, but this is a cost with other characteristics often, does not even consider other characteristics at present.
The objective of the invention is to overcome or improve the defective of prior art, the alternative of expectation perhaps is provided in addition.
Summary of the invention
According to a first aspect of the invention, a kind of composite wall structure is provided, comprises:
First wall member that stretches in first general layout;
Be parallel to stretch on second general layout on said first plane and with second wall member of said first wall member insulation at interval; Wherein, Said first and second wall members limit the space between them; Said second wall member has the insulating layer of interior thin plate and heat insulator, and thin plate limits a side in said space in this, and this insulating layer is stacked on the side relative with said space of said interior thin plate; With
The reinforcement of a plurality of elongations; This reinforcement is vertically vertical stretching in said space; And attach to each said first and second wall member; Each reinforcement is formed by light sheet material and has the structure of being fixed to, so that said girth member and build the adhesion between the fixable material to the said space;
In the preferred embodiment, said first wall member has the fold of the formation groove of a plurality of isolated vertical stretchings, and said space extends in the said groove.
In the preferred embodiment, the composite wall structure comprises the support member of the elongation of a plurality of horizontal stretchings, and this support member attaches on a side relative with said space of said first wall member.
In the preferred embodiment, the composite wall structure comprises the front, and stretch on said support member in this front, and is installed on the said support member, with said first wall member at interval.
In the preferred embodiment, each reinforcement of longitudinal 2 observation, its cross section is roughly the Z type.
In the preferred embodiment, the composite wall structure comprises the reinforcing rib of a plurality of horizontal stretchings, and wherein, each reinforcement limits a plurality of reinforced holes, and each reinforcing rib passes the reinforced hole of said a plurality of reinforcements of aligning.
In the preferred embodiment, each is fixed to structure and is made up of the wedging bore of said reinforcement respectively.
In the preferred embodiment, said second wall member comprises outer thin plate, and this outer thin plate places on the side relative with said interior thin plate of said insulating layer.
Then, preferably, said outer thin plate is an elastic material.
In the preferred embodiment, the composite wall structure comprises the bottom end cover that is used at least partly covering the lower open end in said space.
Then, preferably, said bottom end cover limits a plurality of reservation overlap joints hole, and this a plurality of reservation overlap joints hole can make a plurality of starter bars pass through wherein, and said composite wall structure places on the said starter bar.
In the preferred embodiment, comprise the insulating foams material of filling said space substantially.
According to a second aspect of the invention, a kind of curtain wall structure is provided, comprises:
First wall member that stretches in first general layout;
Be parallel to stretch on second general layout on said first plane and with said first wall member second wall member at interval; Wherein, Said first and second wall members limit the space between them; Wherein, at least one said wall member has the fold of the formation groove of a plurality of isolated vertical stretchings, and said space extends in the said groove; With
Fill the thermal insulation foamed material in said space substantially.
Each wall member has the fold of the formation groove of a plurality of isolated vertical stretchings, and said space extends in the said groove;
In the preferred embodiment, curtain wall structure comprises the insulating foams material of filling said space substantially
According to a third aspect of the invention we, a kind of beam and slab structure of combination is provided, comprises:
The template of one; This template is defined for holds concrete plate zone of building plate and the concrete beam zone that is applicable to casting beams; This beam zone is an one with the plate zone; And under this plate zone, stretch, when longitudinal 2 observation, stretch above in the left side in beam zone and the right side one at least in the plate zone.
In the preferred embodiment, the beam and slab structure of said combination comprises:
The beam reinforcement of a plurality of horizontal extension, it places the first beam enhancement Layer in the beam zone on the template, and this beam reinforcement is parallel substantially;
At least one continuous additional beam enhancement Layer on the said first beam enhancement Layer, the beam reinforcement of horizontal extension wherein places said beam zone, and the parallel stretching, extension substantially of this beam reinforcement.
Like this, on the beam reinforcement of the said beam enhancement Layer under the beam reinforcement of the beam enhancement Layer that each is additional is supported in, and directly over the beam reinforcement of each said beam enhancement Layer and any this layer or under the stretching, extension vertically of beam enhancement Layer cardinal principle.
The plate reinforcement of a plurality of horizontal extension; It places the first plate enhancement Layer in the said plate zone; This plate reinforcement vertically stretches substantially in parallel with each other and with the beam reinforcement of the beam enhancement Layer of the said the superiors substantially, and this this plate reinforcement contacts with the beam reinforcement of the beam enhancement Layer of the said the superiors.
Continuous additional plate enhancement Layer at least one said first plate enhancement Layer, the plate reinforcement of horizontal extension wherein places said beam zone, and the parallel stretching, extension substantially of this plate reinforcement.
Like this, on the plate reinforcement of the said plate enhancement Layer under the plate reinforcement of the plate enhancement Layer that each is additional is supported in, and the plate reinforcement of each said plate enhancement Layer and any this layer directly over or under the stretching, extension vertically of plate enhancement Layer cardinal principle.
In the preferred embodiment, each reinforcement comprises and is fixed to structure, so that said reinforcement and build the adhesion between the fixable material to the said space, said reinforcement places in the said space.
In the preferred embodiment, each reinforcement comprises web, and each is fixed to structure and comprises the hole that is positioned on the web.
Preferably, each beam reinforcement is an I type beam form, this I type beam have horizontal stretching up and down edge and intermediate vertical be connected web.
Then; Preferably; Except placing the plate reinforcement of top plate enhancement Layer, each plate reinforcement is an I type beam form, this I type beam have horizontal stretching up and down edge and intermediate vertical be connected web; And each plate reinforcement that places said top plate enhancement Layer is the form of inverted T shape beam, and this T type beam has the edge of bottom level stretching, extension and the web of intermediate vertical.
Equally preferably, the web of said each I type beam limits a plurality of reinforced holes, and this structure comprises the reinforcing rib of a plurality of elongations, and each reinforcing rib passes the reinforced hole of the reinforcement in the specific enhancement Layer respectively.
Preferably; The web of the plate reinforcement in the said top plate enhancement Layer has high rim; The breach that has a series of longitudinal separations in this edge; Said structure comprises a plurality of reinforcing ribs of going up, reinforcing rib and said plate reinforcement cardinal principle stretching, extension vertically each on, and be contained in the breach of a plurality of said plate reinforcement of aligning.
In the preferred embodiment, the beam and slab structure of combination comprises and places the said net that goes up directly over the reinforcing rib.
In the preferred embodiment, the beam and slab structure of combination comprises the insulating foams material of filling said beam zone and said plate zone substantially.
According to a forth aspect of the invention, a kind of synthetic wall construction is provided, comprises:
A pair of according to according to the described composite wall structure of first aspect present invention, this said composite wall structure is about becoming mirror-image arrangement each other, and enjoys the second wall assembly of a common insulation, and wherein, the said second wall assembly comprises:
The first insulating wall member in first total insulating wall planar extension;
Be parallel to stretch on the second insulating wall plane on the said first insulating wall plane and with the said first insulating wall member second insulating wall member at interval; Wherein, The said first and second insulating wall members limit insulating space between them; Wherein, each said insulating wall member has the fold of the formation groove of a plurality of isolated vertical stretchings, and said insulating space extends in the said groove.
In the present disclosure; The associated description that characteristic is made be level or vertically towards, this means substantially level or vertically towards (therefore, around these characteristics; Have certain angle from this level or vertical direction respectively), this will be understood by those skilled in the art.
Description of drawings
The preferred embodiment of the invention is described now, mode by way of example only, with reference to corresponding accompanying drawing, wherein:
Fig. 1 is that the master according to the composite wall structure of the embodiment of the invention looks sketch map;
Fig. 2 is the schematic rear view of the composite wall structure of Fig. 1;
Fig. 3 is the schematic top plan view of Fig. 1 according to the composite wall structure of the embodiment of the invention;
Fig. 4 is the zoomed-in view of irising out details among Fig. 3;
Fig. 5 is the schematic side view of the composite wall structure of Fig. 1;
Fig. 6 is the zoomed-in view of irising out details among Fig. 5;
Fig. 7 is the perspective diagram of ripple wallboard of the wall construction of Fig. 1;
Fig. 8 is the perspective diagram of reinforcement of the wall construction of Fig. 1;
Fig. 9 is the perspective diagram of support member of the wall construction of Fig. 1;
Figure 10 is the perspective diagram of end cap of the wall construction of Fig. 1;
Figure 11 is that the master of curtain wall structure according to an embodiment of the invention looks sketch map;
Figure 12 is the schematic top plan view of the curtain wall structure of Figure 11;
Figure 13 is a zoomed-in view of irising out details among Figure 12;
Figure 14 is the perspective diagram of a part of in accordance with another embodiment of the present invention composite wall structure;
Figure 15 is the schematic top plan view of Figure 14 along the XV-XV line;
Figure 16 is the part schematic side view of the composite wall structure of Figure 14;
Figure 17 is the perspective diagram according to the beam and slab structure of the part combination of the embodiment of the invention;
Figure 18 is a zoomed-in view of irising out details among Figure 17;
Figure 19 is the perspective diagram of I type beam of the composite beam plate structure of Figure 17;
Figure 20 is the perspective diagram of inverted T shape beam of the beam and slab structure of Figure 17;
Figure 21 is the expansion sketch map of the composite wall structure of Fig. 1;
Figure 22 is the part perspective diagram of the composite wall structure of Figure 23;
Figure 24 is that the part of the composite wall structure of Figure 23 is launched sketch map;
Figure 25 is the expansion sketch map of the curtain wall structure of Figure 11;
Figure 26 is that the part of the curtain wall structure of Figure 25 is launched sketch map;
Figure 27 is the perspective diagram of the curtain wall structure of Figure 25;
Figure 28 is the perspective diagram of the part curtain wall structure of Figure 25;
Figure 29 is the expansion sketch map of beam and slab structure of the part combination of Figure 17;
Figure 30 is the expansion sketch map that is used for according to the window assembly of the wall construction of the embodiment of the invention;
Figure 31 is the perspective diagram of the window assembly of Figure 30;
Figure 32 is the expansion sketch map of the window assembly frame part of Figure 30;
Figure 33 is the perspective diagram of a part of window assembly framework of Figure 30;
Figure 34 is the expansion sketch map of the composite wall structure of Fig. 1;
Figure 35 is the perspective diagram of the composite wall structure of Figure 23;
Figure 36 is the expansion sketch map of the composite wall structure part of Figure 23;
Figure 37 is the expansion sketch map of the curtain wall structure of Figure 11;
Figure 38 is the perspective diagram of a part of composite wall structure of Figure 23;
Figure 39 is the expansion sketch map of the curtain wall structure of Figure 11;
Figure 40 is the expansion sketch map of a part of curtain wall structure of Figure 25;
Figure 41 is the perspective diagram of the curtain wall structure of Figure 25;
Figure 42 is the expansion sketch map of a part of curtain wall structure of Figure 25;
Figure 43 is the perspective diagram of a part of curtain wall structure of Figure 25;
Figure 43 is that the master of beam and slab structure of the combination of Figure 17 looks sketch map;
Figure 44 is the expansion sketch map of beam and slab structure of the combination of Figure 17;
Figure 45 is the perspective diagram of beam and slab structure of the part combination of Figure 17;
Figure 46 is the expansion sketch map of window assembly that is used for the wall construction of the embodiment of the invention;
Figure 47 is the perspective diagram of the window assembly of Figure 30;
Figure 48 is the expansion sketch map of framework of a part of window assembly of Figure 30;
Figure 49 is the perspective diagram of framework of a part of window assembly of Figure 30.
The specific embodiment
External wall structure
Referring to Fig. 1-6,21-24, and 34-37 illustrate the details according to the composite wall structure 10 of the embodiment of the invention.
This wall construction 10 comprises first wall member, and this first wall member stretches on the Zong Qiang plane with the form of ripple wallboard 12, is parallel to the wall construction plane on this total wall integral plane.This ripple wallboard be steel or aluminum.
Second wall member provides with the form of insulated siding 14, and on the general layout of itself, stretches, and this general layout also is parallel to the plane of wall construction 10 on the whole.This insulated siding 14 and ripple wallboard 12 intervals make two wallboards between them, limit space 16.
The reinforcement 28 that has some elongations in the space 16, this reinforcement 28 vertical stretching in this space.As shown in Figure 4, this reinforcement 28 is formed by steel or aluminum thin plate, and is as shown in Figure 4, and this steel or aluminum doubling are to form the Z font on the cross section when the longitudinal 2 observation substantially.
Z-shaped because of said reinforcement 28 cross sections, each reinforcement 28 has two by connecting the end web 30 and 32 that web 34 connects.One of them end web 30 is connected in ripple wallboard 12, and another end web 32 is connected in insulated siding 14.
According to an embodiment preferably, reinforcement 28 is connected with 14 with wallboard 12 through suitable bonding, however the also alternative use of other type of attachment, as welding or riveting.
Each reinforcement 28 along its length direction of connection web, is provided with the wedging bore (keying apertures) 36 at a series of intervals, and the reinforced hole 38 at a series of intervals, and this reinforced hole 38 is arranged alternately with this wedging bore.The wedging bore 36 of each reinforcement 28 is aimed at the wedging bore of other reinforcements substantially.Similarly, the reinforced hole 38 of each reinforcement 28 is aimed at the reinforced hole of other reinforcements substantially.
Plurality of strengthening ribs 40 is set, and these reinforcing rib 40 horizontal stretchings pass reinforced hole 38 separately, and are supported by reinforced hole separately.
Some support members 42 attach to ripple wallboard 12.These support members 42 are along these ripple wallboard 12 horizontal stretchings, and are as shown in Figure 1, downwards mutual.Each support member 42 has central boss 42.1 and two edges 42.2 that stretch from this lug boss sidepiece.
In another embodiment, shown in figure 21, support member 42 is along reinforcement 28 horizontal stretchings.Wallboard 50 directly attaches to support member 42.Usually thin plate 52 and one deck noise barrier and/or one deck PLASTIC LAMINATED 54 in this wallboard comprises.In another preferred embodiment, every side of wall construction 10 is provided with the C section bar 54 of side.
To do describing in further detail below, support member 42 constitutes the positive attachment zone of body of wall.
Therefore wall construction 10 lower ends are provided with bottom end cover 44, and this lower end, bottom end cover 44 cover part covers the space 16 of wall construction 10.End cap 44 has some holes 46, and this hole 46 is used to hold the starter bar (this starter bar and footing are not shown) from the concrete footing protrusion, describes in further detail like hereinafter, and wall construction 10 places on this end cap 44 in upright process.
For upright body of wall, preferably, at first to have the concreting footing (not shown) that has starter bar, this starter bar is protruding upward from the concreting footing.Each dry wall structure 10 places on the footing, makes starter bar stretch and passes the hole on the end cap, and pass above-mentioned space, is stretched on the upper end of wall construction.
It is understandable that; The interval of this starter bar must be like this with the location, that is, they do not interfere the parts in the space 16 of wall construction 10; And do not intercepted by the parts in the space 16 of wall construction 10; Especially, they do not interfere reinforcement 28 and reinforcing rib 40, and are not reinforced part 28 and reinforcing rib 40 obstructs.
In case wall construction 10 is upright by this way, they support to place through suitable supporting apparatus (not shown).For example, these supporting apparatus can comprise and be supported on contiguous ground reinforcing bar that this reinforcing bar upwards stretches with an inclination angle, with the combining wall structure.
Then, the concrete (not shown) is built to space 16 via the open top of wall construction 10.
When concreting, the concrete packing space 16 that not only flows downward also passes the wedging bore 36 of reinforcement 28, and passes any in the reinforced hole 38 and be not reinforced the space that muscle 40 occupies self.Concrete is also filled in the groove 20 that the fold 18 by ripple wallboard 12 forms.
The upper end of starter bar, like C type section bar (not shown), subsequently rightly on setting fastening to the suspended mixture concrete board, with fixing wall structure 10 fully, so building masonry wall becomes as a whole.
In case concrete is fixed, and after allowing suitably to solidify, removable bracing or strutting arrangement.
It is understandable that concrete flows and passes the wedging bore 34 (possibly be the part of reinforced hole) of reinforcement 28, must help concrete wedging (key) reinforcement itself.Therefore, if the concrete fracture of peripheral part, for example owing to collide or earthquake, remaining concrete still can be bonded to reinforcement 28 apace.
Concrete also can be fixed on around the reinforcing rib 40 of level, and this reinforcing rib 40 helps further to strengthen wall construction 10, and through concrete reinforcement 28 is interconnected with one another effectively.
Because the combination of dissimilar associated materials and their relative position, in suitable embodiment, wall construction 10 also can have superior sound insulation value.
As stated, support member 42 is configured for the annex of another wallboard 50 or face of building (not shown).Especially, the front has the surface of expectation, and suitable attachment arrangement can be passed through in this surface, and for example hook, support or similar item attach to the bossing 42.1 of support member 42.Each support member 42 attaches to ripple wallboard 12 through two edges 42.2, and bossing 42.1 erects from this edge protrusion.Therefore, positive spaced apart from ripple wallboard 12.Space between front and the corrugated sheet 12 can be used as the space that holds facility, for example cable, thin conduit etc., and this facility stretches along body of wall.This provides a kind of mode of useful hidden these facilities.
The internal partition wall structure
Referring to Figure 11-13,25-28 and 38-42 illustrate curtain wall structure 200.This curtain wall structure 200 comprises first wallboard 202 and second wallboard 204, and each wallboard wherein stretches on the general layout, and this general layout is parallel to the curtain wall structure plane on the whole.These wallboard 202,204 each intervals limit space 206 between them.
Each wallboard 202,204 has the fold 208 of the vertical stretching at some intervals.This fold 208 forms groove 210, and space 206 extends in the groove 210.
When foamed material sprayed in the space 206, it filled this space.But it is a kind of runny material of not allowing.Therefore, for complete filling is included in the space 206 in the groove 210, according to preferred embodiment of the present invention; Be necessary to have the nozzle (not shown), this nozzle is used for spray foam to space 206, this space 206 polytenies or interconnected location; Like this; Nozzle is aimed at the center in the space 206 between the wallboard 202,204 substantially, and nozzle alignment indentation 210 substantially.
Compare the fold 208 auxiliary bending resistances that enhancing is provided to partition wall 200 with other the wallboard of relatively flat.Therefore, in certain embodiments, curtain wall structure 200 can suitably be used to provide supporting capacity to a certain degree.Only need mode by way of example, they are suitable for the bearing structure as two floors building, but are inappropriate for the building with more floors.
In one embodiment, wallboard 220 and the interior thin plate 222 that further completes can be fixed in the both sides of curtain wall structure 200.
The combination of ripple wallboard 202,204 and insulation materials can make curtain wall structure 200 not only for to a certain degree supporting capacity and heat insulation be useful, and also be useful for sound insulation.Therefore, curtain wall structure 200 can constitute effective internal partition wall between two of family, office or similar place adjacent rooms.
The inside/outside wall construction
Referring now to Figure 14 and 15,, the part composite wall structure 250 of basis and various embodiment shown in Figure 1 is shown.Indicating with corresponding label among these figure with the corresponding assembly of aforementioned components.
It should be noted that except reinforcing rib 40 all illustrates, the part (therefore, reinforcing rib 40 extends outside other assemblies) in all wall construction assemblies only is shown.
Therefore, wall construction 250 can be used in the application target of any wall construction 10.In addition, suitable wall can be provided, as the divider wall between two separate space, for example between the apartment of two vicinities.
Really, compare with wall construction 10, the more number of plies helps to wall construction 250 the more sound insulation of high level to be provided, and it is important that this acoustics to separate house is isolated.In addition, similar with the insulated siding 14 of wall construction 10, midfeather structure 200 can provide thermal insulation.
In addition, because the bearing assembly in the wall construction 250 effectively doubles than wall construction 10, wall construction 250 whole supporting capacitys are higher than wall construction 10.
The beam slab combination
Referring to Figure 17-19,29 and 43-45, the beam and slab structure 300 of combination is shown.This structure 300 comprises one template 302, and this template defines beam zone 304 and plate zone 306.The base section 302.1 and the lateral parts 302.2 of this template defines the bottom and the side in beam zone 302 respectively.Plate zone 306 parts are limited in beam zone 304, and part is limited the ground plate portion 302.3 of template 302.
It should be noted that beam zone 304 and plate zone 306 are one, and under plate zone 306, stretch that the ground plate portion 302.3 of template 302 and plate zone 306 when longitudinal 2 observation, are stretched the left side 308 and right side 310 of crossing the beam zone respectively.
Further described like hereinafter, beam zone 304 is used to hold the concrete of building, and to form beam, plate zone 306 is used to hold the concrete of building, with the plate of formation with this beam one.
Beam and slab structure 300 comprises the reinforcement of form of the I type beam of several layers of horizontal extension, generally with 312 indications.This I type beam 312 more details are shown in Figure 19.There are three layers of this reinforcement 312 (further described like hereinafter) in the beam zone, and it is called as the beam reinforcement, and there is this reinforcement of individual layer (also done like hereinafter further said) in the plate zone, and it is called as the plate reinforcement.
Especially, first floor beam reinforcement 312, with 312.1 specific indications, it places the base section 302.1 of template, parallel stretching, extension.
On first floor beam reinforcement 312.1, middle level beam reinforcement is arranged in addition, with 312.2 specific indications, it also is parallel stretching, extension.This beam reinforcement 312.2 is supported on the first floor beam reinforcement 312.1, and with first floor beam reinforcement 312.1 stretching, extension that meets at right angles.
On middle level beam reinforcement 312.2, also have upper strata beam reinforcement, with 312.3 specific indications, it also is parallel stretching, extension.This beam reinforcement 312.3 is supported on the central sill reinforcement 312.2, and with therefore middle level beam reinforcement 312.2 stretching, extension (and be parallel to first floor beam reinforcement 312.1) that meets at right angles.
Each I type beam 312 has the top edge 314 and lower limb 316 of horizontal stretching respectively, and the connection web 318 of intermediate vertical.
Each junction plate has the composition that is fixed to of a series of wedging bore 320 forms.What be arranged alternately about this wedging bore 320 is a series of reinforced holes 322.Wedging bore 320 is further inquired into reinforced hole 322 hereinafter.
The upper surface copline of the upper surface of the top edge 314 of upper strata beam reinforcement 312.3 and the ground plate portion 302.3 of template 302.The upper surface of top edge 314 defines the top in beam zone 304 basically.
On the upper strata beam reinforcement 312.3 (also be beam zone 304 on), have individual layer reinforcement 312, i.e. plate reinforcement, with 312.4 specific indications, its also parallel stretching, extension.These plate reinforcement 312.4 parts are supported on the ground plate portion 302.3 of template 302, and part is supported on the upper strata beam reinforcement 312.3, and with the stretching, extension that meets at right angles of this beam reinforcement.
On this plate reinforcement 312.4, also has the plate reinforcement 326 of one deck elongation.But the I type beam reinforcement 312 that it is mentioned before being different from because each reinforcement is the form of inverted T shape beam, has the lower limb 328 and intermediate vertical plate 330 of horizontal stretching.Each plate has the composition that is fixed to of a series of wedging bore 332 forms.This plate reinforcement 326, different with reinforcement 312, there is not reinforced hole.
Shown in figure 18, be provided with the reinforcing rib 334 that stretches the reinforced hole 322 that passes middle level beam reinforcement 312.2.(not shown) in another embodiment, similar reinforcing rib are arranged in each layer of three layers of reinforcement 312.
Each plate reinforcement 326 has a series of semicircle breach 336 on its web 330 top edges.Reinforcing rib 368 (only illustrating one) is set, vertically stretches with reinforcement 326 and cross the top of reinforcement 326, and be contained in the breach 336.
Net can directly place and drop on the reinforcing rib 368.
The composite beam plate structure 300 of plurality of parallel can be used for the construction of building, and wherein, independent beam and plate can use in other respects, for example the parking lot.
Before the installation and combination beam and slab structure 300, can make up suitable pillar (not shown), then, structure 300 is installed on this pillar, to be supported on them.
After the installation and combination beam and slab structure 300, can be to they concretings.Because structure 300 is arranged side by side each other, the ground plate portion 302.3 of the vicinity of every pair of adjacent structure 300 can effectively continue each other.The concrete of therefore, building can flow through each structure 300 equably.
When concreting, it at first fills the beam zone 304 of each structure 300, and the infill panel zone 306 then.Its flow encapsulation each reinforcement 312,326 and reinforcing rib 334,368, and above-mentioned net.The open section of also mobile reinforced hole that passes wedging bore 320,332 and open wide 334 of concrete or reinforced hole 334.
Therefore, fix when concrete, it wedges reinforcement with itself.Concrete is built on net to the level of expectation, to stay the unguyed concrete that is fit to thickness.
Window assembly
Referring to Figure 30-33 and 46-49, the window assembly that is used for said structure is shown.This window assembly 400 comprises stacked compression assemblies 402 (jam component 402) each other, composite window frame assemblies 404 and architrave assembly 406.Each of these assemblies is processed with the web-like sheet metal.Any above-mentioned wall construction can comprise one or more window assemblies above that.
Though the present invention describes with reference to specific embodiment, it will be appreciated by persons skilled in the art that not to be to only limit to these embodiment, but can be with many other form practical implementations.
Claims (38)
1. composite wall structure comprises:
First wall member that stretches in first general layout;
Be parallel to stretch on second general layout on said first plane and with said first wall member second wall member at interval; Wherein, Said first and second wall members limit the space between them; Said second wall member has interior thin plate, and thin plate limits a side in said space in this; With
The reinforcement of a plurality of elongations; This reinforcement is vertically vertical stretching in said space; And attach to each said first and second wall member; Each reinforcement is formed by light sheet material and has the structure of being fixed to, so that said reinforcement and build the adhesion between the fixable material to the said space;
Wherein, said first wall member has the fold of the formation groove of a plurality of isolated vertical stretchings, and said space extends in the said groove.
2. composite wall structure according to claim 1 is characterized in that said second wall member has the insulating layer of heat insulator, and this insulating layer is stacked on the side relative with said space of said interior thin plate.
3. composite wall structure according to claim 1 and 2 is characterized in that, comprises the support member of the elongation of a plurality of horizontal stretchings, and this support member attaches on a side relative with said space of said first wall member.
4. composite wall structure according to claim 3 is characterized in that, comprises the front, and stretch on said support member in this front, and is installed on the said support member, with said first wall member at interval.
5. according to the arbitrary described composite wall structure of claim 1-4, it is characterized in that, each reinforcement of longitudinal 2 observation, its cross section is roughly the Z type.
6. according to the arbitrary described composite wall structure of claim 1-5, it is characterized in that comprise the reinforcing rib of a plurality of horizontal stretchings, wherein, each reinforcement limits a plurality of reinforced holes, each reinforcing rib passes the reinforced hole of said a plurality of reinforcements of aligning.
7. according to the arbitrary described composite wall structure of claim 1-6, it is characterized in that each is fixed to structure and is made up of the wedging bore of said reinforcement respectively.
8. according to the arbitrary described composite wall structure of claim 1-7, it is characterized in that said second wall member comprises outer thin plate, this outer thin plate places on the side relative with said interior thin plate of said insulating layer.
9. composite wall structure according to claim 8 is characterized in that, said outer thin plate is an elastic material.
10. according to the arbitrary described composite wall structure of claim 1-9, it is characterized in that, comprise the bottom end cover that is used at least partly covering the bottom open end in said space.
11. composite wall structure according to claim 10 is characterized in that, said bottom end cover limits a plurality of reservation overlap joints hole, and this a plurality of reservation overlap joints hole can make a plurality of starter bars pass through wherein, and said composite wall structure places on the said starter bar.
12. according to the arbitrary described composite wall structure of claim 1-11, it is characterized in that, comprise the insulating foams material of filling said space substantially.
13. curtain wall structure comprises:
First wall member that stretches in first general layout;
Be parallel to stretch on second general layout on said first plane and with said first wall member second wall member at interval; Wherein, Said first and second wall members limit the space between them; Wherein, at least one said wall member has the fold of the formation groove of a plurality of isolated vertical stretchings, and said space extends in the said groove; Fill the thermal insulation foamed material in said space substantially.
14. curtain wall structure according to claim 13 comprises the insulating foams material of filling said space substantially.
15. comprise the synthetic wall construction of a pair of composite wall structure according to claim 1, said composite wall structure is about becoming mirror-image arrangement each other, and enjoys second a common wall assembly, wherein, the said second wall assembly comprises:
First wall member in first total wall planar extension;
Be parallel to stretch on the second wall plane on the said first wall plane and with the said first insulating wall member second wall member at interval; Wherein, Said first and second wall members limit the space between them; Wherein, each said wall member has the fold of the formation groove of a plurality of isolated vertical stretchings, and said space extends in the said groove.
16. composite wall structure according to claim 1 is characterized in that said second wall member has the insulating layer of heat insulator, this insulating layer is stacked on the side relative with said space of said interior thin plate.
17. the composite wall structure comprises:
First wall panel assembly;
Second wall panel assembly; With
The pleated structure assembly;
Wherein, said first wall panel assembly places said pleated structure assembly one side and said second wall panel assembly to place the opposite side of said pleated structure assembly, and said pleated structure has the fold of the formation groove of a plurality of isolated vertical stretchings; Like this, said pleated structure limits vacant space between said first wall panel assembly and said second wall panel assembly, and this vacant space is used for fixable material and builds wherein.
18. composite wall structure according to claim 17 is characterized in that, the reinforcement of the said corrugated sheet assembly of support that said pleated structure assembly comprises corrugated sheet assembly and a plurality of elongations.
19. composite wall structure according to claim 18 is characterized in that, each said reinforcement has a plurality of holes that are used to receive reinforcing rib.
20. composite wall structure according to claim 18 is characterized in that said reinforcement has a plurality of wedging bores.
21. composite wall structure according to claim 18 is characterized in that, further comprises the support member of the said corrugated sheet assembly in a plurality of edges.
22. composite wall structure according to claim 17 is characterized in that, said first wallboard has insulating layer.
23. composite wall structure according to claim 18 is characterized in that said insulating layer comprises the thin plate shell, has insulation composition in this thin plate shell.
24. composite wall structure according to claim 19 is characterized in that, said insulation composition comprises hard polyisocyanurate (PIR) foam.
25., it is characterized in that said thin plate shell is processed with metal according to claim 18 or 19 described composite wall structures.
26., it is characterized in that said insulating layer has the plate of tearing that places a side according to the arbitrary described composite wall structure of claim 17-21.
27. according to the arbitrary described composite wall structure of claim 1-12, it is characterized in that, comprise window assembly.
28. according to claim 13 or 14 described curtain wall structures, it is characterized in that, comprise window assembly.
29. the beam and slab structure of combination comprises:
The beam reinforcement of a plurality of horizontal extension, it places the first beam enhancement Layer in the beam zone on the template, and this beam reinforcement is parallel substantially;
At least one continuous additional beam enhancement Layer on the said first beam enhancement Layer, the beam reinforcement of horizontal extension wherein places said beam zone, and the parallel stretching, extension substantially of this beam reinforcement.
Like this, on the beam reinforcement of the said beam enhancement Layer under the beam reinforcement of the beam enhancement Layer that each is additional is supported in, and the beam reinforcement of each said beam enhancement Layer and any this layer directly over or under the stretching, extension vertically of beam enhancement Layer cardinal principle.
The plate reinforcement of a plurality of horizontal extension; It places the front page enhancement Layer in the said plate zone; This plate reinforcement vertically stretches substantially in parallel with each other and with the beam reinforcement of the beam enhancement Layer of the said the superiors substantially, and this this plate reinforcement contacts with the beam reinforcement of the beam enhancement Layer of the said the superiors.
Continuous additional plate enhancement Layer at least one said first plate enhancement Layer, the plate reinforcement of horizontal extension wherein places said beam zone, and the parallel stretching, extension substantially of this plate reinforcement.
Like this, on the plate reinforcement of the said plate enhancement Layer under the plate reinforcement of the plate enhancement Layer that each is additional is supported in, and directly over the plate reinforcement of each said plate enhancement Layer and any this layer or under the stretching, extension vertically of plate enhancement Layer cardinal principle.
30. the beam and slab structure of combination according to claim 29 is characterized in that, each reinforcement comprises and is fixed to structure, so that said reinforcement and build the adhesion between the fixable material to the said space, said reinforcement places in the said space.
31. the beam and slab structure of combination according to claim 29 is characterized in that, each reinforcement comprises web, and each is fixed to structure and comprises the hole that is positioned on the web.
32. the beam and slab structure according to the arbitrary described combination of claim 29-31 is characterized in that, each beam reinforcement is an I type beam form, this I type beam have horizontal stretching up and down edge and intermediate vertical be connected web.
33. the beam and slab structure of combination according to claim 32; It is characterized in that; Except placing the plate reinforcement of said top plate enhancement Layer, each plate reinforcement is an I type beam form, this I type beam have horizontal stretching up and down edge and intermediate vertical be connected web; And each plate reinforcement that places said top plate enhancement Layer is the form of inverted T shape beam, the edge of the horizontal stretching bottom this inverted T shape beam has and the web of intermediate vertical.
34. the beam and slab structure of combination according to claim 33; It is characterized in that; The web of said each I type beam limits a plurality of reinforced holes, and this structure comprises the reinforcing rib of a plurality of elongations, and each reinforcing rib passes the reinforced hole of the reinforcement in the specific enhancement Layer respectively.
35. beam and slab structure according to claim 21 or 34 described combinations; It is characterized in that; The web of the plate reinforcement in each said top plate enhancement Layer has high rim, the breach that has a series of longitudinal separations in this edge, and said structure comprises a plurality of reinforcing ribs of going up; Each reinforcing rib and said plate reinforcement vertically stretch substantially, and are contained in the breach of a plurality of said plate reinforcement of aligning.
36. the beam and slab structure of combination according to claim 35 is characterized in that, comprises placing the said net that goes up on the reinforcing rib.
37. the beam and slab structure according to the arbitrary described combination of claim 29-36 is characterized in that, comprises the insulating foams material of filling said beam zone and said plate zone substantially.
38. synthetic wall construction comprises a pair of composite wall structure according to claim 1, this said composite wall structure is about becoming mirror-image arrangement each other, and enjoys the second wall assembly of a common insulation, and wherein, the said second wall assembly comprises:
The first insulating wall member in first total insulating wall planar extension;
Be parallel to stretch on the second insulating wall plane on the said first insulating wall plane and with the said first insulating wall member second insulating wall member at interval; Wherein, The said first and second insulating wall members limit insulating space between them; Wherein, each said insulating wall member has the fold of the formation groove of a plurality of isolated vertical stretchings, and said insulating space extends in the said groove.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AU2009202259 | 2009-06-05 | ||
| AU2009202259A AU2009202259C1 (en) | 2009-06-04 | 2009-06-05 | Aspects of Construction |
| PCT/AU2010/000693 WO2010139021A1 (en) | 2009-06-05 | 2010-06-04 | Aspects of construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102459775A true CN102459775A (en) | 2012-05-16 |
Family
ID=41346636
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010800242994A Pending CN102459775A (en) | 2009-06-05 | 2010-06-04 | Aspects of Construction |
Country Status (6)
| Country | Link |
|---|---|
| US (1) | US20120073227A1 (en) |
| EP (1) | EP2438246A4 (en) |
| JP (1) | JP2012528961A (en) |
| CN (1) | CN102459775A (en) |
| AU (1) | AU2009202259C1 (en) |
| WO (1) | WO2010139021A1 (en) |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN107148540A (en) * | 2014-08-30 | 2017-09-08 | 创新建筑科技公司 | The floor used between floors and ceiling panel |
| CN109779133A (en) * | 2019-03-07 | 2019-05-21 | 重庆恩倍克科技有限公司 | A kind of assembled architecture wallboard |
| US10329764B2 (en) | 2014-08-30 | 2019-06-25 | Innovative Building Technologies, Llc | Prefabricated demising and end walls |
| US10364572B2 (en) | 2014-08-30 | 2019-07-30 | Innovative Building Technologies, Llc | Prefabricated wall panel for utility installation |
| US10487493B2 (en) | 2017-05-12 | 2019-11-26 | Innovative Building Technologies, Llc | Building design and construction using prefabricated components |
| US10508442B2 (en) | 2016-03-07 | 2019-12-17 | Innovative Building Technologies, Llc | Floor and ceiling panel for slab-free floor system of a building |
| US10676923B2 (en) | 2016-03-07 | 2020-06-09 | Innovative Building Technologies, Llc | Waterproofing assemblies and prefabricated wall panels including the same |
| US10724228B2 (en) | 2017-05-12 | 2020-07-28 | Innovative Building Technologies, Llc | Building assemblies and methods for constructing a building using pre-assembled floor-ceiling panels and walls |
| US10900224B2 (en) | 2016-03-07 | 2021-01-26 | Innovative Building Technologies, Llc | Prefabricated demising wall with external conduit engagement features |
| CN112585327A (en) * | 2018-07-25 | 2021-03-30 | L2U集团有限公司 | Modular building construction |
| US10961710B2 (en) | 2016-03-07 | 2021-03-30 | Innovative Building Technologies, Llc | Pre-assembled wall panel for utility installation |
| US10975590B2 (en) | 2014-08-30 | 2021-04-13 | Innovative Building Technologies, Llc | Diaphragm to lateral support coupling in a structure |
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| KR101195308B1 (en) * | 2012-06-15 | 2012-10-26 | 송용도 | Assembly type wall frame and zenith frame for house construction using said wall frame |
| US9593487B2 (en) * | 2014-09-05 | 2017-03-14 | James F. Harvey | Modular building system |
| US11085186B2 (en) * | 2017-07-04 | 2021-08-10 | Shandong University | Thermal-insulated exterior wall boards, dedicated molds and making methods thereof |
| US11053675B1 (en) * | 2018-11-17 | 2021-07-06 | Juan Jose Santandreu | Construction panel and construction panel assembly with improved structural integrity |
| CN114033027B (en) * | 2021-10-22 | 2022-08-05 | 河南耐睿特实业有限公司 | Ultra-low energy consumption integrated heat preservation assembled multi-storey house and installation method |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN107148540A (en) * | 2014-08-30 | 2017-09-08 | 创新建筑科技公司 | The floor used between floors and ceiling panel |
| US11060286B2 (en) | 2014-08-30 | 2021-07-13 | Innovative Building Technologies, Llc | Prefabricated wall panel for utility installation |
| US10329764B2 (en) | 2014-08-30 | 2019-06-25 | Innovative Building Technologies, Llc | Prefabricated demising and end walls |
| US10364572B2 (en) | 2014-08-30 | 2019-07-30 | Innovative Building Technologies, Llc | Prefabricated wall panel for utility installation |
| US11054148B2 (en) | 2014-08-30 | 2021-07-06 | Innovative Building Technologies, Llc | Heated floor and ceiling panel with a corrugated layer for modular use in buildings |
| US10975590B2 (en) | 2014-08-30 | 2021-04-13 | Innovative Building Technologies, Llc | Diaphragm to lateral support coupling in a structure |
| US10900224B2 (en) | 2016-03-07 | 2021-01-26 | Innovative Building Technologies, Llc | Prefabricated demising wall with external conduit engagement features |
| US10676923B2 (en) | 2016-03-07 | 2020-06-09 | Innovative Building Technologies, Llc | Waterproofing assemblies and prefabricated wall panels including the same |
| US10961710B2 (en) | 2016-03-07 | 2021-03-30 | Innovative Building Technologies, Llc | Pre-assembled wall panel for utility installation |
| US10508442B2 (en) | 2016-03-07 | 2019-12-17 | Innovative Building Technologies, Llc | Floor and ceiling panel for slab-free floor system of a building |
| US10724228B2 (en) | 2017-05-12 | 2020-07-28 | Innovative Building Technologies, Llc | Building assemblies and methods for constructing a building using pre-assembled floor-ceiling panels and walls |
| US10487493B2 (en) | 2017-05-12 | 2019-11-26 | Innovative Building Technologies, Llc | Building design and construction using prefabricated components |
| US11098475B2 (en) | 2017-05-12 | 2021-08-24 | Innovative Building Technologies, Llc | Building system with a diaphragm provided by pre-fabricated floor panels |
| CN112585327A (en) * | 2018-07-25 | 2021-03-30 | L2U集团有限公司 | Modular building construction |
| CN109779133B (en) * | 2019-03-07 | 2021-03-09 | 滁州志明建设投资集团有限公司 | Assembled building wallboard |
| CN109779133A (en) * | 2019-03-07 | 2019-05-21 | 重庆恩倍克科技有限公司 | A kind of assembled architecture wallboard |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2012528961A (en) | 2012-11-15 |
| WO2010139021A1 (en) | 2010-12-09 |
| EP2438246A4 (en) | 2014-11-12 |
| AU2009202259C1 (en) | 2015-05-28 |
| EP2438246A1 (en) | 2012-04-11 |
| US20120073227A1 (en) | 2012-03-29 |
| AU2009202259B1 (en) | 2009-11-26 |
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Application publication date: 20120516 |