First preferred embodiment of the present invention comprises a kind of method that prefabricated combined building shuttering is built the building wall wall of using.Please refer to accompanying drawing 1, template 10 is made of two or more plumb posts 12, and these pillars 12 are connected by horizontal guide rail 14 with the bottom at their top.A balustrade deching 16 is installed in the outside of every template.Most of templates are whole wall height, 8 ' 1-1/8 ", 9 ' 1-1/8 " or 10 ' 1-1/8 ", they are configured to enough different in width, so that almost the wall of any length all can be used them and builds up.The example of a form assembly is finished by such some templates, they be width be 4 inches and 2 inches template and width template of 2 inches at interval between 2 feet and 6 inches.Although can make bigger template, enough light of template preferably so that can be moved and erect by one or two workman.

Now please refer to Fig. 2, also be provided with a certain amount of height less than the high template 18 of whole wall.These templates as shown in Figure 4 be positioned under the window window sill 18a and as shown in Figure 5 be positioned at window and on end plate 18b.The end plate template also is arranged to different height and window and the door of width to adapt to different size with the window sill template.An example is, the width of end plate template and window sill template is 84 inches, 72 inches and 48 inches, the height of end plate template is 38 inches, 26 inches and 14 inches, and the height of window sill template is 15-1/2 inch, 21-1/2 inch and 15-1/2 inch, 21-1/2 inch, 27-1/2 inch, 33-1/2 inch and 39-1/2 inch.In addition, also other size can be set if desired, but the combination of these sizes will adapt to the window and the door of most standard size.

Last parts are the corner members 20 that are shown among Fig. 3 and Fig. 8.It is identical with the height of full height template 10 that corner member is arranged to height.Corner member is to have a plurality of plumb posts 12, and these pillars 12 are connected by horizontal guide rail 14 with the bottom at their tops.Corner member is L shaped, and pillar 12 is positioned at each end of each branch.In addition, pillar is placed on each side at inside and outside angle so that the installation of surface lining.As template, balustrade deching is installed to the outside of corner member.

Build wall by on each outside angle of the building of being considered, placing a corner member 20.Then, template 10,18 is placed between the corner member to finish wall.End plate template and window sill template are used for the position at window and door place.Template is by the routine building method, is connected with each other such as bolt connection or nail and is connected on the corner member.For the angle of inside, corner member not necessarily, the wall of adjacency can simply also use bolt or nail connects together.

Please, when window 22 is desired to be placed in the wall, choose end plate and the window glass plate template of width greater than window breadth referring to Fig. 4.When window was placed between end plate template and the window glass plate template, the height of window sill template equaled the distance of the liftoff plate in window bottom, and the height of end plate template then makes its tensible between window top and wall top.Then, end plate template and window sill template are mounted on the adjacent template or corner member, and are alignd with the top of adjacent forms in the top of end plate template, align with the bottom of adjacent forms in the bottom of window sill template.Then, window is placed between end plate and the window sill template, pillar 24 then is placed between the end plate template and window glass plate template of the every side of window, and is positioned at the two ends of template.Now please refer to Fig. 5, for door 26 is installed, the width of selected end template die plate is greater than the width of door, and its height will make between the top of its top that extends in door and wall.Then, the end plate template is mounted on adjacent forms or the corner member, and Men Ze is placed under the end plate template.30 on pillar 28 and backing plate are used for door is fixed to adjacent forms.

The of the present invention second preferred aspect relates to a kind of concrete formwork structure.In this template, pillar and guide rail are steel.Pillar is preferably made by the extrusion molding spare of 400 IC 18 or No. 20 steel, and guide rail is preferably made by 400 ST, 20 extrusion molding spares.Pillar and guide rail are welded together on a jig to make very firm, a perfect quadra.On the angle of the top of each end pillar and bottom, L shaped ribs 38 is welded on pillar and the guide rail, so that framework has higher strength and stiffness, as shown in Figure 6.The vertical branch and the adjacent pillar that pass every ribs are drilled with a hole 40, so that can the adjacent forms bolt be linked together with bolt 41.

Be mounted to rigidly on the guide rail 14 is structural building material spare.In the embodiment shown, this this part shape material is the standard size plank, but they can be the woodworks of design, or the glass fiber or the plastic products of alternate standard size plank.The top part of plank 32 is held in place the top of web 14a of the guide rail 14 at template top.The width of the top part of plank surpasses the width of rail web, and the amount of surpassing equals the thickness of plank spare.Plank spare stretches out from guide rail in the front portion of framework, and it will be the inside of the building that builds up.If one second plank spare 32 as shown in the figure, has been used in the wall support roof.In the embodiment shown, the plank top part is 2 * 6.The bottom parts of plank 34 is erectly placed, and is mounted on the flange 36 of guide rail 14 front portions.In the embodiment shown, the bottom parts of plank 34 is 2 * 4.Like this, two plank spares all stretch out from pillar and guide rail, and overhang equals their thickness, are the 1-1/2 inches for the plank thickness of illustrated dimension.Also the plank spare that is used for the same size at wall top can be installed to the web of the guide rail of crossbeam bottom.But as hereinafter explaining, aforementioned arrangement is preferred.It also is preferred that the standard size plank is used for pillar 24 and 28, and pillar 24 and 28 uses with window and door, so that window is pegged with nail is on the throne, and wooden fringing is installed.

What be installed in each pillar front portion is insulation materials spare 42, and its width is identical with the width of post flanges 44, and thickness equals the thickness of standard size plank spare.Like this, even up on the surface, inside of the front portion of insulation materials spare 42 and plank spare 32 and 34, and this makes inner surface material layer, can be mounted on the framework as thin protective layer or panelling.Preferred insulation materials is 25 pounds a polystyrene foamed material (Styrofoam), and it is installed on the pillar bondedly.

The purpose of plank has triple.At first, the plank spare 32 that is positioned at the template top has increased additional strength for template.The second, two kind of plank spare all provides a kind of and fast and easily the internal table flooring has been fixed to method on the template with hammer and nail.So available screw gun or ailing machine are installed to surfacing on the pillar.The 3rd, plank spare provides a kind of and simply and easily top and bottom rolled-up stock has been installed to method on the wall with hammer and nail.The reason that erectly is installed to the plank bottom parts on the track flanges rather than is installed under the rail web is to be enough to peg the bottom rolled-up stock for the height that makes it when heavy back blanket and backing plate are arranged.Insulation materials has two purposes.At first, steel strut has high thermal conductivity, and this makes it be difficult to use the steel strut wall acceptable " R " is provided value.Use insulation materials and be achieved this requirement.The second, in the time cabinet will being suspended on the wall composite member, the wall after the cabinet must be moved so that the place of an installation is provided for cabinet.In normal frame construction, this is by composite member being cut into suitable dimension to be assemblied between every pair of adjacent struts, then they being mounted on the pillar.Adopt when of the present invention, cross entire wall along the fillet of removing insulation materials 42 point-blank, the standard size plank spare 46 with suitable thickness is placed in the narrow slit and is installed on the pillar, as shown in Figure 4.Be positioned at each intermediate studdle 12 the bottom be plank composite member 48, it gets so that electrical box is nailed on the pillar.Be provided with hole 50 on each composite member 48 and on each end pillar, so that make electric wire pass through pillar.Hole 52 also is arranged in pillar, and pipeline is passed through thus.

The formwork structure of another type is to be shown in first combined building shuttering 60 of Fig. 9 and Figure 10 and to be shown in Figure 11 and second combined building shuttering 62 of Figure 12.These templates combine with being shown in the corner member 92 of Figure 13 and end plate template and window sill template, so that a component building system to be provided, hereinafter will more fully be illustrated this.

First combined building shuttering 60 comprises a pair of first pillar 64a and the 64b.Though first pillar that is shown among the figure is a metal, they also can be made as timber, design woodwork, glass fiber or plastics by any structure constructional materials.Though metal first pillar that is shown among the figure has C shape cross section, if first pillar is made by the material of other type of great majority, they can be rectangles.A pillar 64a in first pillar is positioned at the outside of template, and the centre of another first pillar 64b next-door neighbour template.First pillar vertically points to, and the outside first pillar 64a forms the vertical sides f 66 of template.The first pillar 64a and 64b are spaced from each other predetermined center to center A at interval.The common formation of the first pillar 64a and 64b first frame assembly.For shown in metal mainstay, can adopt horizontal metal first rail sections 66, horizontal metal first rail sections 66 is installed to the top and the bottom end of each pillar.First rail sections 66 is inwardly stretched out mutually.

What be installed in first frame assembly, one side is first cover layer 68 of rectangle.First cover layer have 70, the first edges 70, one first edge from the side 66 of the first pillar 64a to bias internal preset distance B.The width of first cover layer 68 equals the twice of the predetermined center to center interval A of the first pillar 64a and 64b, and first cover layer has relative with first edge and the second parallel edge 68.

First gang form 60 can have the first structural building material spare 72,74 and 76, and they are mounted to the top of first rail sections 66 that is positioned at first post top portion and are mounted to the bottom of the rail sections that is positioned at first column bottom; Or under nonmetal pillar situation, be mounted on the pillar.Identical with aforementioned template, shown in the first structural building material spare be the standard size plank, but they also can be other materials.For first pillar of metal, wide second scheduled volume of the width of the web of the comparable rail sections 66 of the width of the first plank spare is so that they stretch out from the front portion of first frame assembly.This second scheduled volume preferably equals the thickness of the first plank spare.In addition, width and thickness identical with the pillar upper flange insulation materials spare 70 that equals second scheduled volume is installed in the front portion of each pillar.

In the embodiment shown, the width width that equals the rail sections web adds that the single first plank spare 72 of second scheduled volume is mounted on the rail sections 66 at the top of the first pillar 64a and 64b.The similar first plank spare 74 flatly is mounted on the rail sections 66 of first column bottom.In addition, the width flange that equals the first plank spare, the 76 adjacent rail sections of second scheduled volume is placed vertically the top at byatt plate 74.The height of first cover piece preferably makes it can stretch out one on top plank spare 74 to equal half distance of second scheduled volume.This makes another standard size plank spare 100 be placed on the top of plank spare 72, hereinafter will be illustrated more all sidedly this.If add second floor, then half of another plank spare 100 will be covered by the cover plate of upper floor.If there is not second floor, then it will keep not being capped.

In Figure 11 and Figure 12, second gang form 62 has single vertical second pillar 78.The same with first template, the second shown pillar 28 is metals, but it also can be made by other materials.The outer surface of second pillar 78 constitutes vertical sides f 80.If second pillar is a metal, then second rail sections 82 can be mounted to its end.Second pillar 78 constitutes one second frame assembly.

What be mounted to second frame assembly, one side is second cover layer 84 of rectangle.Second cover layer 84 has first edge 86, and to distance of bias internal, this distance is identical with preset distance B in first template 60 from the sidepiece 80 of second pillar 78 for it.Second cover layer can have any required width, as long as it is no more than the center to center distance A.Second template preferably is arranged to the width range identical with template 10.Second cover layer has relative with first edge and the second parallel edge 78.

Identical with first template, second template can have the structural building material spare that is installed to second rail sections, 82 tops and bottom, if second pillar is a metal, perhaps structural building material spare is installed in second pillar originally on one's body, if they are not metals.For metal mainstay, wide second scheduled volume of the comparable rail sections web of structural building material spare, and an insulation materials spare 84 can be mounted on the pillar.

In the embodiment shown, the constructional materials spare at the template top is the single second plank spare 86 that is similar to plank spare 72, and in the bottom of template two second plank spares 88 and 90 is arranged, and they are identical with the first plank spare 74 and 76.Identical with first template, second cover layer 84 extends to a distance on the second plank spare 86 of top from the second plank spare, 88 bottoms, bottom, and this distance equals second preset distance.

The last member of component building system is the corner member 92 that is shown in Figure 13 and Figure 14.Corner member comprises that vertical the 3rd pillar 94, the three rectangular cap flaggies 96 of pair of parallel are installed in their side.The 3rd cover layer 96 is stretched out a distance that equals second scheduled volume from a side of corner member, and stretches out an amount that equals cover sheet thickness from opposite side.For the 3rd pillar of metal, pillar is interconnected by horizontal guide rail 98 in their top and bottom.For the 3rd pillar of metal, the width that the width of corner member equals the first and second template B-C posts adds second scheduled volume.When pillar was wooden or similar type, the width of corner assembly equaled the width of pillar.Different with first and second construction formworks, be not installed to the structural building material spare on it on the corner assembly.

Now see also Figure 14 to 16, the wall section can be by build up first and second templates 60,62 and corner member 92 with any required being connected together.Figure 14 represents that first template 60 is mounted on the corner member 92.This is to be pressed against on the edge of the 3rd cover piece 96 on the corner member 92 by first edge 71 with first cover piece 68 on first template to finish.At this moment, the first plank spare 72,74 of top and bottom covers the guide rail 98 that is positioned at corner member top and bottom, and the web of one the 3rd pillar 94 on the fringe region cone of coverage member of first cover layer adjacent with first edge 71.Woodwork one metal fastenings of employing standard is mounted to the first plank spare 72 and 74 on the guide rail 98, and the first cover layer edge is installed on the web.

Now please refer to Figure 15, on the 3rd relative pillar 94 that second pillar 78 is pressed against corner member, second template is added to the opposite side of corner member.On the corner member the 3rd cover layer stretch out the exposed edge that fringe region covers second pillar 78 on second template, these members also interconnect with suitable securing member.

Then, first template 60 can be installed on second template, as Figure 16.In fact, first and second templates and corner member can any required being connected together.First template can be mounted on another first template or second template.Second template can be mounted on another second template or first template.First template or second template can be mounted on the corner member at the either side of corner member.Window and the opening of door can be used to similar window sill described in the first embodiment of the invention and end plate and be provided with.Usually, first template is used to build long wall, and when wall was tending towards opening or turning, second template of then inserting proper width was to finish wall.In any case, be mounted to by fringe region on the exposed parts of the end pillar on the adjacent forms, just can apace some templates and some corner members be linked together the cover layer on the template.

In case linking to each other, first and second suitable templates and corner member constitute a wall, the second structural building material spare 100 just is placed on the top of the first and second constructional materials spares 72,86 and is installed to above them, so as to increase wall load ability to bear and further with various members in conjunction with on the throne.

The another embodiment of the present invention that is shown among Figure 17, Figure 18 and Figure 19 relates to the combined system of building interior wall.This system comprises long frame assembly 110, and as Figure 17, it has pair of parallel plumb post 112, the center to center distance C that they are separated by predetermined.Pillar shown in the figure 112 is metal mainstays, but same, and they can be made by timber, design woodwork, glass fiber or plastics.As the exterior wall pillar, if pillar 112 is metals, they can have the rail sections 114 of stretching out from their upper and lower ends.Pillar is interconnected by top and bottom parts 116,118 in their top and bottom end, and same, top and bottom parts 116,118 can be any materials, but are not metals usually, so that thin protective layer or panelling can be stapled to above them.The length of top and bottom parts 116 and 118 equals the twice of predetermined center to center spacing C, and stretches out outside a side direction of frame assembly.

System also comprises moderate-length frame assembly 120, as Figure 18.The moderate-length frame assembly is identical with long frame assembly 110, except the length of top and bottom parts 112,124 equals the width of frame assembly.In the moderate-length frame assembly, the center to center spacing C that the spacing distance of an intercolumniation equals to be scheduled to.

At last, this system comprises short frame assembly 128, as Figure 19.Short frame assembly has an independent pillar 112, is metal as it, the rail sections of then can have from it, the lower end being stretched out.What stretch out from pillar upper end is short constructional materials spare 130, and what stretch out from the pillar lower end is the constructional materials spare 132 of a weak point.Preferably 6 inches of the total lengths of short framework intercept.

Please referring to Figure 20, this system of one side wall applications end to end places and is built by building the needed a plurality of long frame assemblies of this wall.Can use frame assembly short or moderate-length then and finish this wall.Frame assembly one by one, straightly is placed on the ground of building and is assembled, in case they are assembled good, constructional materials spare 125 can be mounted to top part 116,122 and 130 and bottom parts 118,124 and 132 on to constitute wall.Then wall is inclined upwardly, and is installed in the remainder of building by existing method.End plate 128 can be installed between the pillar 112 and under the constructional materials spare 125, to form the opening of door.Thin protective layer 126 is installed in the both sides of wall with usual method then.

Term that adopts in the above manual and expression are just as the term of describing, rather than as restriction, when using these terms and expression, reach the equivalent of described feature or its part shown in not attempting to get rid of, it should be understood that scope of the present invention is only limited and limited by following claim.