CN104652662A - Prefabricated wallboard system - Google Patents

Abstract

The invention relates to a prefabricated wallboard system. The prefabricated wallboard system comprises full-height prefabricated wallboards and an upper prefabricated wallboard smaller than the full height, wherein the upper prefabricated wallboard is fixed between the full-height prefabricated wallboards to limit a window opening or a door opening, the window opening or the door opening is arranged below the upper prefabricated wallboard smaller than the full height and between the full-height prefabricated wallboards; at least one of the full-height prefabricated wallboard or the upper prefabricated wallboard smaller than the full height comprises one or more foam plates, foam glass plates fixed on the foam plates, mesh fabrics fixed to the foam glass plates, metal wire meshes fixed to the mesh fabrics and outer decorative surfaces fixed to the metal wire meshes.

Description

Prefabricated panel system

The divisional application that the application is application number is 201080067576.X (PCT application number: PCT/CN2010/001277), the applying date is on August 24th, 2010, denomination of invention is the application for a patent for invention of " prefabricated panel ".

Technical field

The present invention relates to a kind of prefabricated panel system.

Background technology

Fig. 1 shows the phantom drawing of conventional steel bar concrete (RC) frame construction 2 for building floor.RC refers to the concrete incorporating reinforcing bar (" rebar "), graticule mesh, plate or fiber, bears tension force to add reinforced concrete.Structure 2 comprises Vierendeel girder 4 and frame column 6.For the sake of clarity, only marked some of described component.

Vierendeel girder 4 forms the orthogonal graticule mesh of cross coupling.Frame column 6 is connected with Vierendeel girder 4 in beam intersection.Structure 2 is integrally formed, and wherein Vierendeel girder 4 and frame column 6 cast in single operation.Brick and tile tamp wall (not shown) and can be formed in the space of Vierendeel girder 4 below and between frame column 6.Brick and tile tamp wall and meet building requirements and other functional requirements, such as, form the major part of architectural exterior-protecting construction, subregion, temperature and acoustic barrier and provide fire-proof compartment.Tamp in wall at brick and tile and manufacture opening to install window and door.For additional structural support, between frame column 6, RC shear wall (not shown) can be formed below Vierendeel girder 4.To tamp wall different from brick and tile, and shear walls design is used for antagonism in structural transverse load effect, such as wind load and seismic (seismal.

Summary of the invention

In one or more embodiment of the present disclosure, a kind of prefabricated panel comprises the mold for cast steel reinforced concrete (RC) component.Described prefabricated panel comprises cystosepiment, is fixed to the foam glass board of described cystosepiment, is fixed to the mesh fabric of described foam glass board, is fixed to the wire gauze of described mesh fabric and is fixed to the exterior wall finish of described wire gauze.The space limited by described cystosepiment and described foam glass board forms the mold for casting RC post and beam.

More than general introduction is illustrative instead of is intended to limit according to any mode.Except above-mentioned illustrative aspect, embodiment and feature, other aspect, embodiment and feature will become clear by reference to following detailed description.

Accompanying drawing explanation

In the accompanying drawings:

Fig. 1 shows the phantom drawing of conventional steel bar concrete (RC) frame construction for building floor;

Fig. 2 shows the phantom drawing of the illustrative embodiment of the intensive column framework of RC for building floor;

Fig. 3 shows the phantom drawing of the illustrative embodiment of the window arrangement in Fig. 2 structure;

Fig. 4 builds the flow chart with the illustrative embodiment of the method for the building of structure described in one or more Fig. 2;

Fig. 5 shows the phantom drawing of the illustrative embodiment of the ground for the formation of structure as described in Fig. 2 as described in Fig. 4 method module;

Fig. 6 shows the close-up illustration of the illustrative embodiment of the bar construction for Fig. 3 window arrangement;

Fig. 7 shows the sectional view of the illustrative embodiment of the height reinforcing cage of Fig. 6;

Fig. 8 shows the sectional view of the illustrative embodiment of the stirrup of Fig. 7;

Fig. 9 shows the sectional view of the illustrative bar construction for the window beam in Fig. 2 structure, short window post and reinforcing post;

Figure 10 shows the phantom drawing of the illustrative embodiment for installing straight shape and turning prefabricated panel as described in Fig. 4 method module;

Figure 11 shows the top sectional view of the illustrative embodiment of Figure 10 prefabricated panel;

Figure 12 shows the phantom drawing of the illustrative embodiment for installing bottom and top prefabricated panel as described in Fig. 4 method module;

Figure 13 shows the phantom drawing of the illustrative embodiment of the bar construction of setting a roof beam in place for installing frame as described in Fig. 4 method module;

Figure 14 shows the phantom drawing of the illustrative embodiment of the bar construction for installing window beam as described in Fig. 4 method module;

Figure 15 shows the phantom drawing of the illustrative embodiment of the concrete blinding for installing floor as described in Fig. 4 method module;

Figure 16 shows the phantom drawing of the illustrative embodiment of the bar construction for installing floor as described in Fig. 4 method module;

Figure 17 shows the phantom drawing when not having prefabricated panel for the illustrative embodiment of the intensive column framework of the RC of building floor;

Figure 18 shows the lateral view of the illustrative embodiment of the bar construction of the various structures of Fig. 2 in the building of the intensive post of carrying;

Figure 19 shows for the building based on Figure 18 bar construction, the lateral view of the illustrative embodiment of the various structures of Fig. 2;

Figure 20 shows the lateral view of the illustrative embodiment of the bar construction on the roof in Fig. 2 structure of building;

Figure 21 shows the lateral view of the illustrative embodiment of the bar construction of the various structures of Fig. 2 in the building not carrying intensive post;

Figure 22 shows the side cross-sectional views of the illustrative embodiment of the bar construction for the intensive post of Fig. 2;

Figure 23 shows the lateral view of the illustrative embodiment of window arrangement and the alignment of intensive post in the various structures of Fig. 2 of building;

Figure 24 shows the lateral view of the illustrative embodiment of the reinforced concrete structure in the intensive column framework of RC;

Figure 25 shows the top view of the illustrative embodiment of the placement of the intensive post in the intensive column framework of RC;

Figure 26 shows the phantom drawing of the illustrative embodiment of the layout of intensive beam in the intensive column framework of RC;

Figure 27 shows the phantom drawing of the illustrative embodiment of the layout of intensive beam in the intensive column framework of RC;

Figure 28 shows the phantom drawing of the illustrative embodiment of the intensive post frame shear wall structure of RC of building floor;

Figure 29 shows the phantom drawing of the illustrative embodiment of the intensive column framework of the RC with L, T and cross beam and column for building floor;

Figure 30 shows the phantom drawing of the illustrative embodiment for installing the turning prefabricated panel for Figure 29 structure;

Figure 31 shows the phantom drawing of the illustrative embodiment for installing the straight shape prefabricated panel for Figure 29 structure;

Figure 32 shows the phantom drawing for installing for the bottom of Figure 29 structure and the illustrative embodiment of top prefabricated panel;

Figure 33 shows the phantom drawing of the illustrative embodiment of the intensive post frame shear wall structure of the RC with L, T and cross-shape frame post and variable section for building floor;

Figure 34 shows the phantom drawing of the illustrative embodiment of the intensive post frame shear wall structure of the RC with inner shear wall structure for building floor;

Figure 35 shows the phantom drawing of the illustrative embodiment of the intensive post frame shear wall structure of the RC with L, T and cross-shape frame post, variable section and inner shear wall structure for building floor;

Figure 36 shows the full height prefabricated panel of the floor forming single floor or multi-floor building and is less than the phantom drawing of illustrative embodiment of full height prefabricated panel;

Figure 37 shows the phantom drawing of the illustrative embodiment of the cystosepiment arranged according to the required form of prefabricated panel;

Figure 38 shows the phantom drawing of the porous of the cystosepiment joining Figure 37 to or the illustrative embodiment of foam glass board;

Figure 39 show be wrapped in Figure 38 foam glass board and cystosepiment on the phantom drawing of illustrative embodiment of mesh fabric;

Figure 40 shows the phantom drawing of the illustrative embodiment of the wire gauze be applied on the wall of Figure 39;

Figure 41 shows the phantom drawing of the illustrative embodiment of the mortar be applied on the wall of Figure 40;

Figure 42 shows the phantom drawing of the illustrative embodiment of the outside facing be applied on the wall of Figure 41;

Figure 43 shows the phantom drawing of the illustrative embodiment of turning and the bottom prefabricated panel with external decorative member;

Figure 44 and 45 shows side and the top sectional view of the illustrative embodiment of prefabricated panel;

Figure 46 shows the phantom drawing of the illustrative embodiment of the bolt through prefabricated panel;

Figure 47 shows the exploded view of the illustrative embodiment of the bolt of Figure 46;

Figure 48 shows the lateral view of the illustrative embodiment of the placement of bolt in prefabricated panel;

Figure 49 show have for shear wall mold and connect the lateral view of illustrative embodiment of prefabricated panel of stiffening girder of shear wall;

Figure 50 shows the phantom drawing of the illustrative embodiment of prefabricated panel;

Figure 51,52,53,54,55 and 56 shows the top sectional view of the illustrative embodiment of prefabricated panel;

Figure 57 shows the lateral view of the illustrative embodiment of prefabricated panel;

Figure 58,59,60,61 and 62 shows the sectional view of the illustrative embodiment of the prefabricated panel used in slab column system;

Figure 63 shows the front cross-sectional view of the illustrative embodiment of the prefabricated panel with spool support;

Figure 64 shows the phantom drawing of the illustrative embodiment of the spool support of Figure 63;

Figure 65 shows the side cross-sectional views of the illustrative embodiment of the prefabricated panel forming a top of building floor part;

Figure 66 shows the perspective back view of the illustrative embodiment of prefabricated panel;

Figure 67 shows the perspective back view of the illustrative embodiment of prefabricated panel;

Figure 68 shows the side cross-sectional views of the illustrative embodiment of bottom prefabricated panel;

Figure 69 and 70 shows front perspective view and the rear elevation of the illustrative embodiment of bottom and top prefabricated panel;

Figure 71 shows the side cross-sectional views of the illustrative embodiment of top prefabricated panel;

Figure 72 shows the enlarged perspective of the illustrative embodiment of prefabricated panel;

Figure 73 shows the sectional view of the illustrative embodiment of the top prefabricated panel with embedded beam;

Figure 74 shows the phantom drawing of the illustrative embodiment of Figure 73 beam;

Figure 75 shows the front elevation drawing of the illustrative embodiment of bottom preformed wallboard;

Figure 76,77,78 and 79 shows the phantom drawing of the illustrative embodiment of bottom and top prefabricated panel;

Figure 80 and 81 shows the phantom drawing of the illustrative embodiment of top prefabricated panel;

Figure 82 shows the top sectional view of the illustrative embodiment of the bottom prefabricated panel be connected to each other with floor below;

Figure 83 and 84 shows the perspective assembled view Sum decomposition view of the illustrative embodiment of the wall stand of the part as the production system for completing straight shape prefabricated panel;

Figure 85 and 86 shows the phantom drawing as the described track of a production system part and the illustrative embodiment of roller;

Figure 87 shows the sectional view of the illustrative embodiment of the track of Figure 85;

Figure 88 shows the exploded view of the illustrative embodiment of the roller of Figure 85;

Figure 89 shows the sectional view of the illustrative embodiment of the bar of the roller of Figure 88;

Figure 90 shows the phantom drawing of the illustrative embodiment of wall stand;

Figure 91 and 92 shows the phantom drawing of the illustrative embodiment of Figure 85 wall stand being provided with prefabricated panel;

Figure 93 shows the phantom drawing of the illustrative embodiment of Figure 91 wall stand and Figure 85 roller;

Figure 94 shows the phantom drawing of the illustrative embodiment of the outside facing of the prefabricated panel being applied to Figure 93;

Figure 95 shows the phantom drawing of the illustrative embodiment of the wall stand of the part as the production system for completing turning prefabricated panel;

Figure 96 shows the phantom drawing of the illustrative embodiment of the intensive rod structure of RC of building floor;

Figure 97 shows the phantom drawing of the illustrative embodiment of the ground for the formation of Figure 96 structure;

Figure 98 shows the phantom drawing of the illustrative embodiment for the straight shape prefabricated panel and turning prefabricated panel installing Figure 96 structure;

Figure 99 shows the phantom drawing of the illustrative embodiment of bottom for installing Figure 96 structure and top prefabricated panel;

Figure 100 and 101 shows the phantom drawing of the illustrative embodiment of the bar construction of ring beam for installing Figure 96 structure and window beam;

Figure 102 shows the phantom drawing of the illustrative embodiment of the concrete blinding of the floor for installing Figure 96 structure;

Figure 103 shows the phantom drawing of the illustrative embodiment of the bar construction for installing the floor in Figure 96 structure;

Figure 104 shows the phantom drawing of the illustrative embodiment of the intensive column framework of RC for building floor;

Figure 105 shows the plan view of the ring beam of the intensive column framework of RC and the illustrative embodiment of intensive post 20;

Figure 106 shows the lateral view of the illustrative embodiment of the bar construction of multiple structures of Figure 96 in building;

Figure 107 shows the top view of the illustrative embodiment at the turning in Figure 96 structure;

Figure 108 shows the top view of the illustrative embodiment of ring beam reinforced steel;

Figure 109 shows the top view of the illustrative embodiment of peripheral ring beam bar construction;

Figure 110 shows the top view of the illustrative embodiment that the T-shaped in Figure 96 structure is intersected;

Figure 111 shows the top view of the illustrative embodiment of the decussation in Figure 96 structure;

Figure 112 and 113 shows the side cross-sectional views of the illustrative embodiment of the bar construction for the semi girder extended from the intensive post in Figure 96 structure and ring beam;

Figure 114 shows the phantom drawing of the illustrative embodiment of the building with multiple Figure 96 structure;

Figure 115 shows the side cross-sectional views of the illustrative embodiment of the bar construction of the pitched roof of building in Figure 114;

Figure 116 shows the phantom drawing of the illustrative embodiment of the building with the parallel intensive beam crossing over ring beam;

Figure 117 shows the phantom drawing of the illustrative embodiment of the building with the orthogonal intensive beam graticule mesh of crossing over ring beam;

Figure 118 and 119 shows the phantom drawing of the illustrative embodiment of the building with turning window;

Figure 120 shows the phantom drawing of the illustrative embodiment to the building that the structure of Fig. 2 and Figure 96 combines;

Figure 121 shows the side cross-sectional views of the illustrative embodiment of the bar construction of Figure 120 building;

Figure 122 shows the phantom drawing of the illustrative embodiment of the intensive rod structure of RC; And

Figure 123 shows the phantom drawing of the illustrative embodiment of the intensive rod structure of RC,

Allly all to arrange according at least some embodiment described herein.

Detailed description of the invention

In the following detailed description, with reference to carrying out as accompanying drawing, described accompanying drawing defines a part for description.In the accompanying drawings, unless the context requires otherwise, similar symbol typically represents similar parts.The illustrative embodiment described in the detailed description, drawings and claims not means restriction.When not departing from the spirit and scope of represented theme here, other embodiments can be utilized or other changes can be carried out.It should be understood that and to describe and the aspect of the present disclosure illustrated in the accompanying drawings can carry out arranging, substitute, combine, be separated and design according to multiple different structure as general here, consider these contents clearly here.

the intensive column framework of steel concrete

In one or more embodiment of the present disclosure, monolithic steel concrete (RC) intensive column framework, except RC Vierendeel girder and RC frame column, also comprises the intensive post of one or more groups RC along described structure circumference and RC window arrangement.Intensive post and window arrangement can carry additional gravitational load, and provide additional transverse direction and torsional resistance to described structure.When described structure is monolithic, all components can be cast to save time and money in one step.Described structure is not also comprising shear wall at described structure circumference place, otherwise when carrying out thermal cycle under the restriction at peripheral shear wall, the shear wall at described structure circumference place may cause in concrete floor and occurs crack.

Fig. 2 shows the phantom drawing of the illustrative embodiment of the intensive column framework 8 of RC for single floor or multi-floor building floor.Structure 8 comprises RC Vierendeel girder 10, RC frame column 12, RC window post 14, RC window beam 16, RC short window post 18, the intensive post 20 of RC and RC floor 96 (part illustrates with sectional view).For the sake of clarity, in Fig. 2 and all the other accompanying drawings, only marked some of component.

Vierendeel girder 10 defines cross coupling graticule mesh.Graticule mesh can be orthogonal, angled or partial orthogonality angled with part.Frame column 12 is connected to Vierendeel girder 10 at beam infall.Vierendeel girder 10 and frame column 12 can have similar square-section and size.Alternative cross sectional shape can be used, such as rectangle, circle, L shape, T-shaped and star section.

Each organizes intensive post 20 all can along between any pair frame column 12 of described structure circumference below girder 10.Similarly, window arrangement 22 each all can along described structure circumference below girder 10 between any pair of frames post 12.

Fig. 3 shows the phantom drawing of the illustrative embodiment of the window arrangement 22 in Fig. 2 structure 8.Window arrangement 22 comprises a pair window post 14, window beam 16 and short window post 18.Window post 14 is full height, and extends to elevated frame from braced structures (such as but not limited to ground 50 (Fig. 5) or floor 96 (Fig. 2)) and to set a roof beam in place 10 (Fig. 2).Window beam 16 extends between window post 14.Short window post 18 is less than full height, and extends to window beam 16 from described braced structures.Each window post 14 can be included in the upper post part 24 of window beam more than 16 and the lower post part 26 below described window beam, and described lower post part can have the cross section larger than described upper post part to provide larger intensity.

Referring back to Fig. 2, in the exemplary embodiment, monolithic ground forms structure 8, and wherein Vierendeel girder 10, frame column 12, window post 14, window beam 16, short window post 18, intensive post 20 and floor 96 are cast on the spot at the construction field (site) in single operation.

In an embodiment of the present disclosure, intensive post 20 and window arrangement 22 can be gravity load-bearing.Window beam 16 and short window post 18 also can provide additional transverse direction and torsional resistance to structure 8.Therefore, structure 8 can have the gravity supporting capacity larger than traditional RC frame construction (Fig. 1) and transverse direction and torsional resistance, keeps the ductility of traditional RC frame construction simultaneously.This structure and configuration can provide better antiseismic property and prevent uneven sedimentation.

Compared with traditional RC frame construction 2 (Fig. 1), structure 8 can provide better space utilization.Such as, more the compartment wall (not shown) of light material may be used for forming residential quarter on floor.Structure 8 is applicable to extensive construction.The single casting of structure 8 shortens the construction time and reduces the manpower of requirement.Owing to adding intensive post 20 and window arrangement 22, can conditioning box set a roof beam in place 10 and the steel bar quality of frame column 12 to reduce cost.

Structure 8 can be designed as and requires to be consistent with specification with the standard security for traditional RC frame construction, and without the need to considering the additional load ability provided by intensive post 20 and window arrangement 22, because this increasing the overall safety factor (FoS) of described structure.Alternatively, because intensive post 20 and window arrangement 22 increase FoS, so structure 8 uses more lightweight hot material to be used for tamping wall, FoS can be reduced when not damaging safety.

Fig. 4 builds the flow chart with the illustrative embodiment of the exemplary method 28 of the building of one or more structure 8.Method 28 can comprise by one or more operations of one or more module 30,32,34,36,38,40,42,44,46 and 48 explanation, function or action.Although describe described module according to continuous print order, also can according to parallel and/or from describe different orders here and perform these modules.Equally, can be less module by various block combiner, be divided into additional module and/or removal based on required embodiment.

The process of method 28 can start from module 30, " form ground, have the vertical reinforcing bar for framework, window, short window and intensive post ".Can then be module 32 after module 30, " prefabricated panel being promoted to the position around vertical reinforcing bar ".Can then be module 34 after module 32, " forming the horizontal reinforcement for framework and window beam ".Can then be module 36 after module 34, " placement slab form ".Can then be module 38 after module 36, " forming the bar construction being used for floor ".Can then be module 40 after module 38, " fluid concrete ".Can then be module 42 after module 40, " removing floorslab concrete template ".Can then be judging module 44 after module 42, " also having other floors? "When also having other floors, can then be module 46 " extending vertical reinforcing bar " after module 44.When there are not other floors, can then be module 48 " end " after module 44.

In module 30 as shown in Figure 5, form ground 50, there is vertical outstanding frame column bar construction 52, window post bar construction 54, short window post bar construction 56 and intensive post bar construction 58.

Fig. 6 shows the close-up illustration of the illustrative embodiment for the formation of the window post bar construction 54 of window arrangement 22 (Fig. 3), short window post bar construction 56 and window beam steel structure 64.Each window post bar construction 54 comprises high reinforcing cage 60 and short reinforcing cage 62, and reinforcing cage is connected with full height reinforcing cage by wire, welding or other means.High reinforcing cage 60 is full height, and short reinforcing cage 62 is less than full height.High reinforcing cage 60 and short reinforcing cage 62 have the window post 14 (Fig. 3) of upper post part 24 (Fig. 3) and lower post part 26 (Fig. 3).Window beam steel structure 64 subsequently for the formation of window beam 16 (Fig. 3), and can pass through wire, welding or other means its end to be connected with window post bar construction 54 and therebetween place or near be connected with short window post bar construction 56.The window arrangement 22 obtained defines the more strong ties with adjacent wall.

Fig. 7 shows the sectional view of the illustrative embodiment of high reinforcing cage 60 and short reinforcing cage 62.High reinforcing cage 60 comprises 4 vertical reinforcing bars 66 and rectangle hoop 68, and described rectangle hoop 68 is connected with described vertical reinforcing bar in its four corners by wire, welding or other means.Short reinforcing cage 62 comprises two vertical reinforcing bars 70 and u tie muscle 72, and described u tie muscle is connected with 70 with vertical reinforcing bar 66 in its four corners by wire, welding or other means.Vertical reinforcing bar 70 can have the cross section less than vertical rebar 66.

Fig. 8 shows the sectional view of the illustrative embodiment of stirrup 72.Stirrup 72 has to be less than or equal to 90 degree of two bending ends, and the length of bent back ends in the exemplary embodiment " E " be less than or equal to 4 times of the diameter of vertical rod 70.

Fig. 9 shows the sectional view for the window post 14 in structure 8 (Fig. 2), window beam 16, short window post 18 and intensive post 20 and the illustrative bar construction for the ring beam 502 in structure 500 (Figure 96).

Fig. 9 A shows the example embodiment of the rectangle reinforcing cage with 4 the vertical reinforcing bars be connected with rectangle hoop by wire, welding or other means.Vertical reinforcing bar is positioned at 4 corners of rectangle cage/stirrup.Stirrup can have according to about 135 degree of two bending ends, and the length of described bent back ends " D " is less than or equal to 5 times of vertical bar diameter.

Fig. 9 B shows the example embodiment of the rectangle reinforcing cage with 3 the vertical reinforcing bars be connected with rectangle hoop by wire, welding or other means.Two vertical reinforcing bars are positioned at the adjacent corners place of rectangle cage/stirrup, and vertical reinforcing bar is positioned at the midpoint of the relative side of rectangle cage/stirrup.Stirrup can have according to about 135 degree of two bending ends, and the length of described bent back ends " D " is less than or equal to 5 times of described vertical bar diameter.

Fig. 9 C shows the example embodiment of the triangular reinforced bar cage with 3 vertical rebar be connected with triangle stirrup by wire, welding or other means.Vertical reinforcing bar is positioned at 3 corners of described triangle cage/stirrup.

Fig. 9 D shows the example embodiment of the circular reinforcing cage with 4 the vertical reinforcing bars be connected with circular or spirality stirrup by wire, welding or other means.Vertical reinforcing bar around circular cage and/stirrup is equidistantly spaced apart.

Fig. 9 E shows the example embodiment of the circular cage with 3 the vertical reinforcing bars be connected with circular or spirality stirrup by wire, welding or other means.Vertical reinforcing bar around circular cage and/stirrup is equidistantly spaced apart.

Fig. 9 F shows the example embodiment of the S shape reinforcing cage with two the vertical reinforcing bars be connected with horizontal S u stirrup u by wire, welding or other means.Vertical reinforcing bar is positioned at the bent back ends place of horizontal S u stirrup u.

Fig. 9 G shows the example embodiment of the S shape reinforcing cage with two the vertical reinforcing bars be connected with vertical S stirrup by wire, welding or other means.Vertical reinforcing bar is positioned at the bent back ends place of vertical S stirrup.

Fig. 9 H shows the example embodiment of single vertical reinforcing bar.Vertical reinforcing bar at the center of mold to form corresponding RC beam or post.

Fig. 9 I shows the example embodiment of the rectangle reinforcing cage with 6 the vertical reinforcing bars be connected with rectangle hoop by wire, welding or other means.Vertical reinforcing bar be positioned at rectangle cage/stirrup four corners and near the centre on two long limits of described cage.Stirrup can have according to about 135 degree of two bending ends, and the length of described bent back ends " D " is less than or equal to 5 times of vertical bar diameter.

Fig. 9 J shows the example embodiment of the rectangle reinforcing cage with 6 the vertical reinforcing bars be connected with straight u stirrup u with rectangle hoop by wire, welding or other means.The cage of this rectangle reinforcing cage and Fig. 9 I is similar, but also comprises straight u stirrup u, and described straight u stirrup u connects two vertical reinforcing bars near the centre on two long limits of described cage.

With reference to figure 4, in module 32, the prefabricated panel of the predetermined mold had for casting RC post and beam is risen to corresponding bar construction.Prefabricated panel is the factory's structural unit produced in controlled environment.The upper and lower panel being less than full height that prefabricated panel comprises the straight shape panel of full height and L shape corner panels and is assembled between two full height panels.

Figure 10 shows the phantom drawing of the illustrative embodiment for installing the straight shape prefabricated panel 74 of full height and full height turning prefabricated panel 76.Prefabricated panel 74 and 76 is raised on frame column bar construction 52, high window bar construction 54 and intensive post bar construction 58.Straight peripheral part along structure 8 (Fig. 2) places prefabricated panel 74, meanwhile, prefabricated panel 76 is placed into the peripheral corner of described structure.Adjacent full height prefabricated panel can be flatly spaced apart to hold the prefabricated panel being less than full height.

Prefabricated panel 74 and 76 defines for the frame column mold 78 (Figure 43) of cast frame post around frame column bar construction 52 12 (Fig. 2), for casting the window post mold 235 of window post 14 (Fig. 2) and the intensive post mold 80 (Figure 43) for casting intensive post 20 (Fig. 2) around intensive post bar construction 58 around window post bar construction 54.The top of prefabricated panel 74 and 76 defines the mold 218 (Figure 42) for cast frame beam 10 (Fig. 2) around Vierendeel girder bar construction 88 (Figure 13).

Figure 11 shows the top sectional view of the illustrative embodiment of full height prefabricated panel, such as prefabricated panel 76.Prefabricated panel 76 has the degree of depth " w ", and comprises the frame column mold 78 and intensive post mold 80 that are respectively used to form frame column 12 and intensive post 20.Frame column mold 78 inwardly can give prominence to limit the space that accommodation has the frame column 12 of width " k " and the degree of depth " z ", and the degree of depth " z " is more than or equal to degree of depth w.Intensive post mold 80 defines the space that accommodation has the intensive post 20 of width " h " and the degree of depth " b ", wherein 100mm≤b≤300mm, b<w and 1≤h/b≤3 in an embodiment.

Figure 12 shows the phantom drawing of the illustrative embodiment for installing the bottom prefabricated panel 82 being less than full height and the top prefabricated panel 84 being less than full height.Bottom prefabricated panel 82 and top prefabricated panel 84 are promoted to full height panel (such as prefabricated panel 74 and 76) and between position.Bottom prefabricated panel 82 defines for the window post mold 312 (Figure 66 and 67) of the parts of the lower post part 26 (Fig. 3) of casting window post 14 (Fig. 2) around short reinforcing cage 62 (Fig. 6), for the window beam mold 310 (Figure 66 and 67) of casting window beam 16 (Fig. 2) around window beam steel structure 64 (Fig. 6), for casting the short window post mold 314 (Figure 66 and 67) of short window post 18 (Fig. 2) around short window post bar construction 56 (Fig. 6).

Top prefabricated panel 84 is fixed on the adjacent full height prefabricated panel above bottom prefabricated panel 84.The top of top prefabricated panel 84 defines the Vierendeel girder mold 218 (Figure 68) for cast frame beam 10 (Fig. 2) around the Vierendeel girder bar construction 88 (Figure 13) at described structure circumference place.

Concrete blinding 86 is formed around frame column bar construction 52 in structure 8.Concrete blinding 86 defines the mold for casting interior sash trestle 12 (Fig. 2) around interior sash trestle bar construction 52.

With reference to figure 4 and 13, in module 34, form the bar construction 88 being used for Vierendeel girder 102 (Fig. 2).Vierendeel girder bar construction 88 is positioned to be arranged in the mold 218 (Figure 42 and 68) at prefabricated panel 74,76 and 84 top along described structure circumference.Along described structure circumference, peripheral frame beam steel structure 88 can be fixed to frame column bar construction 52, window post bar construction 54 and intensive post bar construction 58 by wire, welding or other means.Formed (if present) for next floor short window post bar construction 56 and be connected to peripheral frame beam steel structure 88 by wire, welding or other means.Inner frame beam steel structure 88 in described structure circumference is connected to frame column bar construction 52 in described structure circumference and peripheral frame beam steel structure 88 by wire, welding or other means.

With reference to Figure 14, form the window beam steel structure 64 being used for window beam 16 (Fig. 2).Window beam steel structure 64 is positioned at the mold 310 (Figure 66 and 67) being arranged on bottom prefabricated panel 82 top.As described in Figure 6, window beam steel structure 64 is connected to window post bar construction 54 and short window post bar construction 56 (Fig. 6) by wire, welding or other means.

With reference to figure 4 and Figure 15, in module 36, the concrete blinding 92 being used for casting floor 96 (Fig. 2 and 17) is placed on prefabricated panel 74,76,84 and concrete blinding 86 (Figure 12) upper and support.Concrete blinding 92 also defines the mold for forming Vierendeel girder 10 (Fig. 2) around the Vierendeel girder bar construction 88 in described structure circumference.

With reference to figure 4 and Figure 16, in module 38, floor bar structure 94 is formed and is positioned on concrete blinding 92.Floor bar structure 94 can be wire gauze.As substituting of casting on the spot, floor 96 can be prefabricated, and after other components of cast structure 8 on the spot floor described in in-site installation.

With reference to figure 4 and Figure 17, in module 40, by in pouring concrete to various mold to form the intensive column framework 8 of monolithic RC, comprise the Vierendeel girder 10 integrated with prefabricated panel 74,76,82 and 84 (for the sake of clarity not shown), frame column 12, window post 14, window beam 16, short window post 18, intensive post 20 and floor 96.

With reference to figure 4, in module 42, concrete blinding 86 and 92 can be removed to form structure 8 after concrete drying.Depend on and whether will form additional floor, frame column bar construction 52, window post bar construction 54, short window post bar construction 56 and intensive post bar construction 58 can or can not be given prominence to from floor 96.

With reference to figure 4, in module 44, determine whether described building comprises another floor.If comprised, can then be module 46 after module 44.Otherwise, after module 44, then can be module 48 and ending method 28.In module 46, outstanding frame column bar construction 52, high window bar construction 54 and intensive post bar construction 58 vertically extend to form another structure 8 for next floor in building.Each bar construction can use reinforcing bar splicing branch sleeve, welding or other means vertically to extend.

Figure 18 shows the illustrative embodiment of the bar construction of the multiple structures 8 (Fig. 2) for multiple building floor 98, does not shownly comprise stirrup, and wherein window post 14 (Fig. 2) and intensive post 20 (Fig. 2) are supporting members.Building 98 comprise horizontal reinforcement 100,102, vertical reinforcing bar 104,66,70,112 and 114, reinforcing bar splicing branch sleeve 116,117,118, ground 50, ground bar construction 120 and blinding layer 122.

Vertical reinforcing bar 104 is parts of the frame column bar construction 52 (Fig. 5) for cast frame post 12 (Fig. 2).Vertical reinforcing bar 66 is parts of the window post bar construction 54 (Fig. 5) for casting window post 14 (Fig. 2).Vertical reinforcing bar 104,66 and 114 extends continuously from the bottom of ground 50, the near top of the Vierendeel girder 10 (Fig. 2) by the first floor, the Vierendeel girder 10 (Fig. 2) at the second floor stops.Vertical reinforcing bar 104,66 can be made up of the multiple parts be connected with 118 respectively by reinforcing bar splicing branch sleeve 116,117 with 114.Alternatively, described part can be connected by overlap joint, welding or other conventional methods.

Refer again to Figure 18, vertical reinforcing bar 104,66 and 114 has and is connected to the bending of ground bar construction 120 or hook-shaped lower end by wire, welding or other means, and have and be connected to the bending of horizontal reinforcement 102 or hook-shaped upper end by wire, welding or other means, horizontal reinforcement 102 is parts of the Vierendeel girder bar construction 88 (Figure 13) for casting the Vierendeel girder 10 (Fig. 2) in roof.Vertical reinforcing bar 104,66 and 114 also can be connected to horizontal reinforcement 100 by wire, welding or other means, and horizontal reinforcement 100 is parts of the Vierendeel girder bar construction 88 for casting the Vierendeel girder 10 (Fig. 2) in intermediate floor.

In the exemplary embodiment, vertical reinforcing bar 70 is connected to vertical reinforcing bar 66 to form the window post bar construction 54 (Fig. 6) for casting window post 14 (Fig. 2) by wire, welding or other means.Horizontal reinforcement 110 is parts of the window beam steel structure 64 (Fig. 6) for casting window beam 16 (Fig. 2).Vertical reinforcing bar 112 is parts of the short window post bar construction 56 (Fig. 6) for casting short window post 18 (Fig. 2).When horizontal reinforcement 110 intersects with vertical reinforcing bar 66,70 and 112, they are connected by wire, welding or other means.On the first floor, vertical reinforcing bar 70 and 112 has and enters the bending of ground or hook-shaped bottom extension.On the second level, vertical reinforcing bar 70 and 112 has and is connected to the bending of horizontal reinforcement 100 or hook-shaped lower end by wire, welding or other means.

Figure 19 shows the lateral view of the illustrative embodiment of the multiple intensive column framework 8 of the building 124 based on Figure 18 bar construction.Intensive post 20 vertical alignment and continuously, therefore they are load-bearing in structure 8.Similarly, window post 14 vertically alignment and continuously in structure 8.In an embodiment of the present disclosure, the distance " a " between frame column 12 and intensive post 20, between two intensive posts 20, between intensive post 20 and window post 14 and between window post 14 and frame column 12 can be less than or equal to 1,250mm.In one embodiment, the distance " a " between window post 14 and short window post 18 also can be less than or equal to 1,250mm.

Figure 20 shows the lateral view of the illustrative embodiment of the bar construction on the roof of the intensive column framework of RC of building 126, illustrates without stirrup.Contrary with the roof in Figure 18 building 98, some the vertical reinforcing bars 104 for frame column bar construction 52 (Fig. 5) and some the vertical reinforcing bars 114 for intensive post bar construction 58 (Fig. 5) are given prominence to from the horizontal reinforcement 102 of the Vierendeel girder bar construction 88 (Figure 13) on roof.These outstanding vertical reinforcing bars 104 and 114 can be used as the anchor point for the additional structure on roof.

Figure 21 shows the lateral view of the illustrative embodiment for the bar construction in the intensive column framework 8 of RC of multiple building floor 128, and wherein window post 14 and intensive post 20 are not load-bearing.Contrary with the building 98 in Figure 18, the vertical reinforcing bar 66 for window post 14 (Fig. 2) and the vertical reinforcing bar 114 for intensive post 20 (Fig. 2) extend to the horizontal reinforcement 10 of the Vierendeel girder 102 (Fig. 2) roof continuously from ground 50.Instead, vertical reinforcing bar 66 and 114 (between Vierendeel girder 10 of such as, between ground 50 and Vierendeel girder 10, two floors and between the Vierendeel girder 10 of floor and roof) between two braced structuress extends.Vertical rebar 66 and 114 has and is fixed to the bending of two braced structuress or hooked end.

Figure 22 shows the side cross-sectional views of the illustrative embodiment of the bar construction of the intensive post 20 of not load-bearing.Intensive post 20 comprises vertical reinforcing bar 114, stirrup 132 and bottom and top cystosepiment 134.

Two ends of vertical reinforcing bar 114 extend into ground 50/ lower box and set a roof beam in place in 10 and upper frame beam 10.Bottom cystosepiment 134 is placed on ground 50/ lower box to set a roof beam in place the base position of the intensive post 20 above 10.By the height of pouring concrete to intensive post 20, and top cystosepiment 134 is placed into before for said frame beam 10 again fluid concrete the top of intensive post.Bottom and top cystosepiment 134 can be expanded polystyrene (EPS) (EPS) plates.This building method ensure that intensive post 20 and ground 50/ lower box set a roof beam in place 10 and upper frame beam 10 be separated, and intensive post can not produce any shearing force between earthquake period, and therefore frame construction is main load-carrying members, and intensive post is only for providing solid wall.

Figure 23 shows the lateral view of the illustrative embodiment that window arrangement 22 and intensive post 20 align in the intensive column framework of multiple RC for multiple building floor 136, and in building floor, window arrangement and intensive post are not load-bearing.Contrary with the building 124 in Figure 19, window post 14 and intensive post 20 are not vertical alignments in building 136.This allows the alternately layout of intensive post 20 and window arrangement 22.

The lateral view of the illustrative embodiment of structure strengthened by Figure 24 concrete shown in the intensive column framework 138 of RC.Structure 138 utilizes concrete Covered with Angles.Beams of metal 140 and 142 is respectively used to Vierendeel girder 10 and frame column 12, replaces bar construction.By the pouring concrete for intensive post 20 to the bottom up to Vierendeel girder 10, then beams of metal 142 can be placed on the top of intensive post.Beams of metal 140 and 142 can be steel or the other materials with similar tensile strength.Replace concrete Covered with Angles, steel external wrapping concrete can be used.Any one mode, Vierendeel girder 10 and frame column 12 can have rectangle, circle, L shape, L shape or cross-like cross-section.

Figure 25 shows the top view of the illustrative embodiment of the placement of intensive post 20 in the intensive column framework of RC 144.When intensive post 20 is load-bearing along described structure circumference, the horizontal range " x " between frame column 12 and vertical distance " y " can increase.Meanwhile, additional intensive post 20 can be added in described structure circumference.

Figure 26 shows the phantom drawing of the illustrative embodiment of the intensive beam 148 of parallel RC in the intensive column framework of RC 146.Intensive beam 148 has the cross section less than Vierendeel girder 10 along described structure circumference.Intensive beam 148 extends between relative Vierendeel girder 10, and aligns with intensive post 20 below Vierendeel girder.

Figure 27 shows the phantom drawing of the illustrative embodiment of the orthogonal graticule mesh of intensive beam 152 in the intensive column framework of RC 150.Intensive beam 152 has the cross section less than Vierendeel girder 10 along described structure circumference.Intensive beam 152 extends between relative Vierendeel girder 10, and aligns with intensive post 20 below Vierendeel girder.

Figure 28 shows the phantom drawing for the illustrative embodiment of the intensive post frame shear wall structure 154 of the RC of floor in single floor and multi-floor building.Structure 154 and the similar in Fig. 2, but comprise RC shear wall 156.Shear wall 156 is positioned at described structure circumference, instead of along described structure circumference.Shear wall 156 extends below Vierendeel girder 10 and between frame column 12.

Figure 29 show for single floor or multi-floor building floor, the phantom drawing of the illustrative embodiment of the intensive column framework 158 of RC with L shape frame column 160, T-shaped frame column 162, cross-shape frame post 164 and variable section 166.Structure 158 is similar with the structure 8 in Fig. 2, but is replaced by the cross-shape frame post 164 in the L shape frame column 160 of frame column 12 with the corner of described structure, the T-shaped frame column 162 along described structure circumference and described structure circumference.Similarly, Vierendeel girder 10 variable section 166 is replaced.

Figure 30 shows the phantom drawing of the illustrative embodiment for installing the full height L shape turning prefabricated panel 172 for the intensive column framework 158 of Figure 29 RC.Turning prefabricated panel 172 is promoted to the position around L shape frame column bar construction 168, T-shaped frame column bar construction 170, window post bar construction 54 and intensive post bar construction 58.Similar with turning prefabricated panel 76, turning prefabricated panel 172 defines the mold for casting L shape frame column 160 (Figure 29), T-shaped frame column 162 (Figure 29), window post 14 (Figure 29) and intensive post 20 (Figure 29) respectively around L shape frame column bar construction 168, T-shaped frame column bar construction 170, window post bar construction 54 and intensive post bar construction 58.The top of turning prefabricated panel 172 defines the mold for casting variable section 166 (Figure 29) around variable section bar construction.

Figure 31 shows the phantom drawing of the illustrative embodiment of the full height linear prefabricated panel 176 of the intensive column framework 158 of RC for installing Figure 29.Straight shape prefabricated panel 176 is promoted to the position around T-shaped frame column bar construction 170 and window post bar construction 54.Similar with straight shape prefabricated panel 74, prefabricated panel 176 defines the mold for casting T-shaped frame column 162 (Figure 29) and window post 14 (Figure 29) respectively around T-shaped frame column bar construction 170 and window post bar construction 54.The top of straight shape prefabricated panel 176 defines the mold for casting variable section 166 (Figure 29) around variable section bar construction.

Figure 32 shows the phantom drawing for the bottom prefabricated panel 82 of the intensive column framework 158 of installation drawing 29RC and the illustrative embodiment of top prefabricated panel 84.Bottom prefabricated panel 82 and top prefabricated panel 84 are promoted to the position between full height prefabricated panel, such as, between prefabricated panel 172 and 176.Bottom prefabricated panel 82 defines for the window post mold 312 (Figure 66 and 67) of a part for the lower post part 26 (Fig. 3) of casting window post 14 (Fig. 2) around short reinforcing cage 62 (Fig. 6), for the window beam mold 310 (Figure 66 and 67) of casting window beam 16 (Fig. 2) around window beam steel structure 64 (Fig. 6), for casting the short window post mold 314 (Figure 66 and 67) of short window post 18 (Fig. 2) around short window post bar construction 56 (Fig. 6).

Top prefabricated panel 84 is fixed on the adjacent prefabricated panel 172 and 176 above bottom prefabricated panel 82.The top of top prefabricated panel 84 defines the mold for casting variable section 166 (Figure 29) around the variable section bar construction at described structure circumference place.

Figure 33 shows the phantom drawing of the illustrative embodiment of the intensive post frame shear wall structure 184 of RC had for the L shape post 160 of single floor or multi-floor building, T-shaped post 162, cross section column 164 and variable section 166.Structure 184 is similar with the structure 158 of Figure 29, but comprises RC shear wall 156.Shear wall 156 is positioned at described structure circumference instead of along described structure circumference.Shear wall 156 is below variable section 166 and extend between relative frame column, and frame column is such as T-shaped frame column 162 and cross-shape frame post 164.

Figure 34 shows the phantom drawing with the illustrative embodiment of the intensive post frame shear wall structure 186 of RC shear wall structure 188 of the floor for single floor or multi-floor building.Structure 186 is similar with the structure 8 of Fig. 2, but interior sash is set a roof beam in place and 10 to be connected with shear wall structure 188 in structure circumference.Shear wall structure 188 can be rectangle, has 4 adjacent RC shear walls 190.One or more openings of such as door and window and so on can be limited in one or more shear wall 190.

Figure 35 shows the phantom drawing with the illustrative embodiment of the intensive post frame shear wall structure 192 of L shape frame column 160, T-shaped frame column 162, cross-shape frame post 164, variable section 166 and RC shear wall structure 188 for single floor or multi-floor building floor.Structure 192 is similar with the structure 158 of Figure 29, but interior sash is set a roof beam in place and 166 to be connected with inner shear wall structure 188.

prefabricated panel

In one or more embodiment of the present disclosure, prefabricated panel comprises cystosepiment and foam glass board, and the size of cystosepiment and foam glass board is defined and is arranged to the mold being defined for casting RC post and beam.Once concrete is dry, prefabricated panel just locks with concrete structure and combines.

Cystosepiment itself has many shortcomings.But, when by cystosepiment protection after foam glass board time, the prefabricated panel obtained can meet the top echelons of government norm of construction for weather, wind load, impact resistance and flameproof protection.

Prefabricated panel supplies together with exterior wall finish, therefore can eliminate the scaffold work usually performed for applying exterior wall finish.When producing prefabricated panel under controlled conditions in the factory, improve the quality of exterior wall finish.Batch production and easy installation can make up the material cost that prefabricated panel may be higher, comprise the use reducing jumbo during building.

Figure 36 shows the full height prefabricated panel of the floor formed on single floor or multi-floor building and is less than the phantom drawing of illustrative embodiment of full height prefabricated panel.Full height prefabricated panel forms the wall between window opening.Depend on Building Design, full height prefabricated panel can be straight shape (such as, shown prefabricated panel 74), L shape (such as, shown prefabricated panel 76), [shape, Z-shaped shape, W shape or other shapes.One or more parts of full height prefabricated panel can outwardly or cave inward.Outstanding and depression can be bending or straight line.The top prefabricated panel being less than full height forms the wall above window and door opening.The bottom prefabricated panel being less than full height constitutes the wall below window opening.Depend on window design, upper and lower prefabricated panel can be straight shape (such as, shown prefabricated panel 82 and 84), polygon, bending or other shapes.

Figure 37 to 42 shows the illustrative embodiment of the method for building prefabricated panel, such as turning prefabricated panel 76.Other prefabricated panels can be built similarly, such as straight shape prefabricated panel 74 (Figure 10), bottom prefabricated panel 82 (Figure 12), top prefabricated panel 84 (Figure 12), turning prefabricated panel 172 (Figure 30) and straight shape prefabricated panel 176 (Figure 31).

Figure 37 shows the phantom drawing of the illustrative embodiment of the cystosepiment 202 that the length along prefabricated panel 76 is alignd.Cystosepiment 202 provides the thermal insulation for prefabricated panel.Cystosepiment 202 is opened according to the width interval of frame column mold 78 (Figure 45), intensive post mold 80 (Figure 45) and window post mold 235 (Figure 45).The thickness of cystosepiment 202 is regulated according to the degree of depth of intensive post mold 80 and window post mold 235.Cystosepiment 202 can be EPS plate.In an embodiment, interfacial agents can be applied on all surface of cystosepiment 202.Interfacial agents can contribute to making cystosepiment 202 waterproof and improve the joint with cystosepiment 202.

Figure 38 shows the phantom drawing of the illustrative embodiment of the foam glass board 204 joining cystosepiment 202 to.Foam glass board 204 can provide thermal insulation to prefabricated panel.Caementum 205 (Figure 44) is coated in foam glass board 204, on two first type surfaces then foam glass board 204 being attached to cystosepiment 202 two ends and side surface.The top of foam glass board 204 extends to form Vierendeel girder mold 218 (Figure 44) on cystosepiment 202.The inside top of foam glass board 204 can be shaped as L shape angle 324 to form Vierendeel girder mold 218.The top outer of foam glass board 204 can be higher than inside top to form floor mold 220 (Figure 44).Foam glass board 204 can be configured as the U 326 of similar spatial peripheral between two cystosepiments 202 to form frame column mold 78 (Figure 45).

Figure 39 shows the phantom drawing of the illustrative embodiment of the mesh fabric 206 be wrapped on foam glass board 204 and cystosepiment 202.Mesh fabric 206 can be glass fiber mesh.Mesh fabric 206 covers all exposed surfaces of foam glass board 204 and cystosepiment 202, comprises the interior surface of foam glass board and cystosepiment.Mesh fabric 206 can be immersed in adhesive 207 (Figure 44 2), then be coated to foam glass board 204 and cystosepiment 202.Alternatively, adhesive 207 is coated on the exposed surface of foam glass board 204 and cystosepiment 202, and mesh fabric 206 is positioned on adhesive 207.Adhesive 207 can be elastic surface adhesive.

Figure 40 shows the phantom drawing of the illustrative embodiment of the wire gauze 210 be applied to outside wall.Adhesive or mortar 208 can be coated to the inner side of described wall, and adhesive 208 can be coated to the outside of described wall.Adhesive 208 can be elastic surface adhesive, and mortar 208 can be compo.Wire gauze 210 is positioned on the outside of described wall.In the exemplary embodiment, the bottom of wire gauze 210 and the bottom of mesh fabric 206 can be clenched by wire.The top 212 of wire gauze 210 extends on the top of foam glass board 204.The top 212 of wire gauze 210 contributes to preventing material from dropping during building and prevents concrete between casting cycle, be spilled over to the side of described structure downwards.The top 212 of wire gauze 210 also can fold on the concrete for floor 96 (Figure 17), therefore wire gauze is fixed to supporting member to contribute to supporting any exterior wall finish being fixed to wire gauze.Wire gauze 210 is vertically stretched with horizontal direction with prestretched wire gauze.It is connected with wire gauze 210 through wall erection bolt 222 (Figure 42 to 45).Bolt 222 contributes to when keeping wall integral time in pouring concrete to various mold.

Figure 41 shows the phantom drawing of the illustrative embodiment of the mortar 214 be applied on outside wall.Mortar 214 can be gypsum or compo.Such as, mortar 214 can comprise the additive of such as plastics and fiber and so on and the aggregate of such as yellow sand, quartz sand and fine stone and so on.In order to prepare outside facing, slurry 214 of plastering can be scraped to provide the surface of groove.Once mortar 214 is dry, wire gauze 210 remains in tension to improve shock resistance, guarantee smooth appearance and provide along directive intensity.

Figure 42 shows the phantom drawing of the illustrative embodiment of the outside facing 216 be applied on outside figure wall.The non-restrictive example of outside facing 216 can be coating facing, engage facing or anchor ornament face.Coating facing comprises coating, crushed marble facing or the artificial facing of granite.Engage facing and comprise outdoor tile, stone and mosaic.Before the outside facing 216 of layout, first suitable base coating is coated to the outside of wall.Anchor ornament face comprises metal and stone curtain wall.Such as the decoration characteristic of embossment, artificial post or cornice line and so on can be made up of the foam of such as EPS and so on, and is glued to described face of wall.The mesh fabric 206 with adhesive 207 is coated in the peripheral region (it is coated with outside facing 216 subsequently) of decoration characteristic and described wall.Figure 43 shows the phantom drawing of the illustrative embodiment of the turning prefabricated panel 76 with post 352 and the bottom prefabricated panel 82 with embossment 354.

Figure 44 and 45 shows side and the top sectional view of the illustrative embodiment of prefabricated panel 76.With reference to Figure 42, the top of prefabricated panel 76 comprises the Vierendeel girder mold 218 for Vierendeel girder 10 (Fig. 2) and the floor mold 220 for floor 96.The outside top of preformed wallboard 76 is than the thickness " f " of the inside top height floor 96 of prefabricated panel.Vierendeel girder mold 218 has the height " g " of Vierendeel girder 10.Bolt 222 (only having one to be visible) in Vierendeel girder mold 218 is positioned at distance " t " place, top bottom described Vierendeel girder mold; which provide the concrete cover of the horizontal reinforcement structure 88 (Figure 13) for Vierendeel girder 10, resist possible erosion and expose.Additional bolt 222 passes prefabricated panel 76 in other positions.

Architrave 224 is from the downward extended distance of the exterior bottom of prefabricated panel 76 " p ".Distance " c " place below prefabricated panel 76 outside top, top of outside facing 216, distance " c " accommodation identical with distance p is from the architrave of top prefabricated panel.The anti-sealing of architrave 224 enters the junction between two prefabricated panels.Architrave 224 can utilize and be engaged to the foamed core material 226 of the wire gauze of prefabricated panel 76 by adhesive 209 or foam glass is formed, and then covers with its oneself fabric 206, adhesive or mortar 208 and wire gauze 210.The mesh fabric 206 of architrave 224 is connected with the wire gauze 210 of prefabricated panel 76 with two ends of wire gauze 210.Mortar 214 and outside facing 216 are from prefabricated panel 76 to downward-extension and be wrapped in around architrave 224.Turning between prefabricated panel 76 and architrave 224 can comprise filler rod 228.The top of architrave 224 can tilt with prefabricated panel angulation α >90 °.The bottom of architrave 224 can comprise the semi-circular recesses forming the line of rabbet joint 230 that drips.Filler rod 228 and the line of rabbet joint 230 that drips can be waterproof, such as, be coated with water-repellent paint or pitch.If outdoor tile is used for outside facing 216, fillet outdoor tile can be applied above architrave 224.Architrave 224 can be the building unit of decorative exterior wall outward appearance.

With reference to Figure 45, the side of caementum 205 and mesh fabric 206 covering frame trestle mold 78, intensive post mold 80 and window post mold 235 can be used.The both sides of each mold in the face of cystosepiment 202 can be reinforced with wire gauze 210 and mortar 214.Bolt 222 between Vierendeel girder 10 is positioned at two reinforcing sides close to each mold, and directly contact caementum 205 does not still enter mold.

Figure 46 shows the phantom drawing of the illustrative embodiment of the bolt 222 of the mold 218 through Vierendeel girder 10.The external end of bolt 222 uses the nut 236 integrated with packing ring.The packing ring of nut 236 defines four holes, is twisted together to wire gauze 210 described hole to be connected with wire gauze by bolt by wire.

Figure 47 shows the exploded view of the illustrative embodiment of bolt 222, and bolt passes the mold of such as mold 218 and so on to lock onto in concrete.With reference to both Figure 46 and 47, the shank of bolt of bolt 222 has two groups of packing rings 238 and nut 240, and each group all arrives to the inner side of mold 218.Sleeve pipe 242 is assembled to the inside end of bolt 222.Sleeve pipe 242 has the internal whorl matched with the screw thread of bolt 222, the external screw-thread matched with the screw thread of nut 241 and the head (invisible) for holding and rotated by screwdriver.Sleeve pipe 242 is by packing ring 239 and the fastening inner side being resisted against prefabricated panel 76 of nut 241.When bolt 222 is through mold, the end of bolt should not be exposed to surrounding environment.After concrete drying, the nut 241 of exposure, packing ring 239 and sleeve pipe 242 can be removed, and the hole after they leave can be repaired.Bolt 222 not through any mold can not lock onto in concrete, and can remove to reuse from prefabricated panel after concrete curing, and therefore they do not need sleeve pipe 242.Each of these bolts 222 by packing ring 238 and nut 240 in fastening outside and the inner side being resisted against prefabricated panel 76, two ends, as shown in figures 44 and 45.

Figure 48 shows the lateral view of the illustrative embodiment that bolt 222 is placed relative to the frame column mold 78 in prefabricated panel 76, intensive post mold 80 and window post mold 235.Bolt 222 is placed as the inner side being closely resisted against each post mold, and not through post mold.Bolt 222 vertically aligns, and the number of bolt increases to support the concrete weight be poured in post mold near bottom.In Vierendeel girder mold 218, also show bolt 222, it is positioned near bottom Vierendeel girder mold still spaced apart above bottom.

Figure 49 shows the lateral view of the illustrative embodiment of the prefabricated panel 245 had for the formation of the shear wall mold 246 of shear wall, the stiffening girder mold 247 of stiffening girder be connected with shear wall, floor mold 220 and intensive post mold 80.For each shear wall mold 246, bolt 22 is placed as the inner side being closely resisted against shear wall mold, and additional bolt is also through described shear wall mold.Bolt 222 is arranged for stiffening girder mold 247, spaced apart immediately preceding the bottom part down of floor mold 220, and other bolts are also local through other in stiffening girder mold.Due to weight concrete in shear wall, additional stiffening member can be added to strengthen precast floor slab 245.

Figure 50 shows the phantom drawing of the illustrative embodiment of prefabricated panel 76.When interior sash set a roof beam in place 10 (Fig. 2) set a roof beam in place with external surrounding frame in prefabricated panel 76 10 intersect time, prefabricated panel inside top place limit rectangular slits 248 set a roof beam in place to hold interior sash.When intensive beam 148 or 152 (Figure 26 or 27) set a roof beam in place with external surrounding frame in prefabricated panel 76 10 intersect time, the inside top place of prefabricated panel limit rectangular slits 250 to hold intensive beam.When shear wall 156 (Figure 28) intersects with frame column 12 (Figure 28) in prefabricated panel 76, the length along mold 78 limits rectangle groove 252 to hold shear wall.Upper opening 254 is limited in window post mold 235 to mate to the corresponding joint 315 (Figure 69 and 70) in top prefabricated panel 84 (Figure 69 and 70).Lower openings 258 is limited in window post mold 235 and matches with the corresponding mold 312 (Figure 69 and 70) mated in bottom prefabricated panel 82 (Figure 69 and 70).Prefabricated panel 76 can comprise the mold 260 for outrigger base, outrigger base usually on the horizontal plane identical with floor 96, and typically for supporting the apparatus of air conditioning, solar facilities or other equipment.Outrigger base mold 260 is open for Vierendeel girder mold 218 and floor mold 220, and has the degree of depth f of floor 96.

Figure 51 shows the top sectional view of the illustrative embodiment of the layout for prefabricated panel 76 center trestle mold 78.In Figure 51 A, frame column mold 78 flushes with the outside of prefabricated panel 76, thus frame column mold extends internally from prefabricated panel.In Figure 51 B, frame column mold 78 is positioned at the central authorities along prefabricated panel 76.In Figure 51 C, frame column mold 78 flushes with the inner side of prefabricated panel 76, thus frame column mold stretches out from prefabricated panel.

Figure 52 shows the top sectional view of the illustrative embodiment for the frame column mold 262 in prefabricated panel 76 with circular frame columns 12.As the frame column mold 78 with rectangle or square cross section, frame column mold 262 can flush with the outside of prefabricated panel 76, be positioned at along the central authorities of prefabricated panel 76 or flush with the inner side of prefabricated panel.

Figure 53 shows the top sectional view of the illustrative embodiment for L shape frame column 160 (Figure 29) and T-shaped frame column 162 (Figure 29) of prefabricated panel 76.Prefabricated panel 76 has for casting the L shape frame column mold 264 of L shape frame column 160 and the T-shaped frame column mold 266 for casting T-shaped frame column 162.L shape frame column mold 264 has external width k and thickness z.T-shaped frame column mold 266 flushes with the outside of prefabricated panel 76, therefore extends internally from prefabricated panel.T-shaped mold 266 has width k and thickness z, wherein <k/z≤4 in an embodiment, k >=500mm and 200mm≤z≤300mm.

Figure 54 shows the top sectional view with the illustrative embodiment of L and the integrated prefabricated panel 76 of T-shaped shear wall.Prefabricated panel 76 have L shape shear wall mold 268 for casting L shape shear wall, for cast T-shaped shape shear wall T-shaped shape shear wall mold 270, for casting the intensive post mold 80 of intensive post 20 (Fig. 2) and the stiffening girder mold 247 for casting the stiffening girder be connected with T-shaped shape shear wall by L.L shape shear wall mold 268 and T-shaped shape shear wall mold 270 have width k and thickness z, and wherein contrary with post in an embodiment, k/z >=5 are the restrictions for shear wall.

Figure 55 shows the top sectional view of the illustrative embodiment of the prefabricated panel 76 with the shear wall crossed between two frame columns 12 (Fig. 2).Prefabricated panel 76 has the shear wall mold 272 for casting shear wall.Two frame column molds 78 crossed over by shear wall mold 272.Prefabricated panel 76 also has window post mold 235 and Vierendeel girder mold 218.

Figure 56 shows the top sectional view of the illustrative embodiment of the turning prefabricated panel 76 above intensive post with ring beam.Prefabricated panel 76 has intensive post mold 80 for casting intensive post 20 (Fig. 2), for casting the window post mold 235 of window post 14 (Fig. 2) and the ring beam mold 274 for casting ring beam.

Figure 57 shows the lateral view of the illustrative embodiment of prefabricated panel 264.In an embodiment, if two adjacent molds are frame column mold 78, intensive post mold 80, window post mold 235 or shear wall mold 246, distance a≤1 between any two adjacent molds, 250mm.

Figure 58 and 59 shows front and the side cross-sectional views of the illustrative embodiment of the prefabricated panel 266 used in plate-column system.Prefabricated panel 266 comprises the column cap mold 276 for casting column cap, and it is open for floor mold 220 and frame column mold 78.Column cap mold 276 has trapezoidal shape.When described plate-column system does not have any Vierendeel girder, prefabricated panel 266 does not comprise the mold for Vierendeel girder.The outside top slab thickness f larger than the inside top of prefabricated panel of prefabricated panel 266.

Figure 60 shows the front cross-sectional view of the illustrative embodiment of the prefabricated panel 266 with different column cap mold 280.The side of column cap mold 280 has two angle of inclination, instead of uniclinal rake angle.

Figure 61 shows the front cross-sectional view of the illustrative embodiment of the prefabricated panel 266 of the different column cap molds 282 had as loaded plate.Column cap mold 282 has rectangle or cylinder form.

Figure 62 shows the front cross-sectional view of the illustrative embodiment of the prefabricated panel 266 had as the trapezoidal shape of mold 276 and the different column cap molds 284 of the rectangle of mold 282 or the combination of cylinder form.

Figure 63 shows the front cross-sectional view of the illustrative embodiment of the prefabricated panel 285 with spool support 286.Figure 64 shows the phantom drawing of the illustrative embodiment of spool support 286.Spool support 286 can be used when prefabricated panel 285 is provided for space (being such as vented spool or HVAC spool) of any type spool.Spool support 286 can be the wooden unit with centre bore.Hole can be arranged on the top side of spool support 286, left side and right side, plastic expansion anchoring 288 be placed in described hole, and metal bolts 290 is screwed in plastic expansion anchoring.Top bolt 290 protrudes in the mold 292 for horizontal RC component (such as Vierendeel girder), and side bolt 290 protrudes in the mold 294 for vertical RC component (such as framework, window or intensive post).

Figure 65 shows the side cross-sectional views of the illustrative embodiment of the prefabricated panel 295 forming a top of building floor part.Prefabricated panel 295 has the structure similar with the prefabricated panel 76 in Figure 44.When building has pitched roof, can be integrated with the external slot of such as rain gutter 296 and so on by prefabricated panel 295.Rain gutter 296 can be metal, plastics or other suitable materials arbitrarily.Cornice is formed around rain gutter 296.After outside wire gauze 210 being fixed to prefabricated panel 295, cornice is installed.The cornice U 297 that the material by such as EPS and so on is made is formed.The mesh fabric 206 with adhesive 207 is wrapping to around U 297, and by wire, the end of mesh fabric is connected with the wire gauze 210 of prefabricated panel 295.Then adhesive 208 and wire gauze 210 are applied to the both sides of cornice.The wire gauze 210 of cornice is at one end connected with the wire gauze 210 of prefabricated panel 295, the other end at the top place of rain gutter 296 together with oneself encloses.Another layer of mortar 214 and outside facing 216 are applied to cornice outside.Bolt 222 extends from the lateral surface of cornice, through cornice medial surface, enter into mold 300 for cast concrete roof on the spot.Bolt 222 can be twisted together to the bar construction of concrete roof.Bolt 222 can be by bolt around plastic bushing 298 and weather-proof.

The bottom of cornice can have semi-circular recesses, and described semi-circular recesses defines the line of rabbet joint 230 that drips.Cornice line can be the building unit of decorative exterior wall outward appearance.

When use on the spot cast concrete roof time, the outside top of prefabricated panel 295 can tilt according to angle " β ", to form the interface with roof.The outside top waterproofing course 302 of prefabricated panel 295 covers, and waterproofing course can be barrier film, bitumen layer or waterproof coating.

Figure 66 shows the perspective back view of the illustrative embodiment of straight shape full height prefabricated panel 304, and described straight shape full height prefabricated panel 304 is combined with the component of straight shape prefabricated panel 74, bottom prefabricated panel 82 and top prefabricated panel 84.Prefabricated panel 304 can be used when two window position are close to each other.Formation bottom, the every side prefabricated panel 82 of prefabricated panel 304 and the half of top prefabricated panel 84, therefore prefabricated panel 304 comprises window beam mold 310 and short window post mold 314.Window post mold 235 is positioned at the immediate vicinity of prefabricated panel 304.Vierendeel girder mold 218 and joint 315 are formed at the top of prefabricated panel 304.Every side of prefabricated panel 304 can be connected with the interface, side of another prefabricated panel of second half (not the having joint) that form bottom prefabricated panel 82 and top prefabricated panel 84.

Figure 67 shows the perspective back view of the illustrative embodiment of turning full height prefabricated panel 305, and described turning full height prefabricated panel 305 is combined with the component of turning prefabricated panel 76, bottom prefabricated panel 82 and top prefabricated panel 84.Such as, the right side of prefabricated panel 305 defines the half of bottom prefabricated panel 82 and top prefabricated panel 84, and therefore prefabricated panel 305 comprises window beam mold 310 and short window post mold 314.Window post mold 235 is positioned at the corner of prefabricated panel 305.Vierendeel girder mold 218 and joint 315 are formed at the top place of prefabricated panel 305.

The right side of prefabricated panel 304 can be connected with the interface, side of another prefabricated panel of second half (not the having joint 315) that form bottom prefabricated panel 82 and top prefabricated panel 84.The left side of prefabricated panel 305 is as the side of turning prefabricated panel 76, and the upper opening 254 comprised in window post mold 235 and lower openings 258.The left side of prefabricated panel 305 can be connected with top prefabricated panel 84 with bottom prefabricated panel 82.

Figure 68 shows the side cross-sectional views of the illustrative embodiment of bottom prefabricated panel 82.Bottom prefabricated panel 82 has the structure similar with the low portion of the prefabricated panel 767 in Figure 44.The top of bottom prefabricated panel 82 comprises window beam mold 310.Window beam mold 310 has the height " q " of window beam 16 (Fig. 2).Bolt 222 (only having one to be visible) in mold 310 is positioned at distance t place, top bottom mold, provides the concrete cover of the horizontal reinforcement structure 64 (Fig. 6) for window beam 16, resists possible exposure and corrodes.Additional bolt 222 passes bottom prefabricated panel 82 in other positions.

Architrave 224 is from the downward extended distance p of the exterior bottom of bottom prefabricated panel 82.Distance p is identical with the distance c of the prefabricated panel be positioned at below prefabricated panel 82.The structure of architrave 224 is described with reference to Figure 42 as front.

Figure 69 and 70 shows front perspective view and the rear elevation of the illustrative embodiment of bottom prefabricated panel 82 and top prefabricated panel 84.The top of prefabricated panel 82 comprises the window beam mold 310 for casting window beam 16 (Fig. 2).Two sides of prefabricated panel 82 comprise the window post mold 312 of the low portion for casting window post 14 (Fig. 2).Window post mold 312 has the height " j " matched with the height of the lower openings 258 (Figure 72) of the window post mold 235 (Figure 72) in adjacent prefabricated panel 74 or 76 (Figure 72).The middle part of prefabricated panel 82 comprises the mold 314 for casting short window post 18.Wire gauze 21 extends from the top of bottom preformed wallboard 82 and both sides.

Figure 71 shows the side cross-sectional views of the illustrative embodiment of top prefabricated panel 84.Top prefabricated panel 84 has the structure similar with the upper part of the prefabricated panel 76 in Figure 44.The outside top of top preformed wallboard 84 is than the inside top height slab thickness f of top prefabricated panel.Vierendeel girder mold 218 has Vierendeel girder height g.Bolt 222 (only having one to be visible) in Vierendeel girder mold 218 is positioned at distance t place, top bottom Vierendeel girder mold; providing the concrete cover of the Vierendeel girder bar construction 88 (Figure 13) for Vierendeel girder 10 (Fig. 2), corroding for resisting possible exposure.Additional bolt 222 passes top prefabricated panel 84 in other positions.The bottom of top prefabricated panel 84 can comprise the line of rabbet joint 230 that drips.

Go back with reference to Figure 69 and 70, wire gauze 210 extends from the top of prefabricated panel 84 and both sides.The both sides of prefabricated panel 84 comprise outstanding block 315, and described outstanding block has width " r ", highly " s " and the degree of depth " v " that match with the size of the upper opening 254 (Figure 72) of the window post mold 235 (Figure 72) in adjacent prefabricated panel 74 or 76 (Figure 72).

Figure 72 shows the enlarged perspective of the illustrative embodiment of prefabricated panel 74 or 76, it illustrates the upper opening 254 of window post mold 235 and the size of lower openings 258.

Figure 73 shows the sectional view of the illustrative embodiment of the top prefabricated panel 84 with embedded beam 316 instead of cystosepiment 202.Figure 74 shows the phantom drawing of the illustrative embodiment of beam 316.Beam 316 can be wooden unit.At the top of beam 316, left side and right side providing holes, plastic expansion anchoring 288 is placed in described hole, and metal bolts 290 is screwed in described plastic expansion anchoring.Then beam 316 is fixed to top prefabricated panel 84, wherein top metal bolt 290 protrudes in Vierendeel girder mold 218 (Figure 69), and side metal bolt 290 protrudes into the upper opening 254 (Figure 72) window post mold 235 (Figure 72) from block 315.

Figure 75 shows the front elevation drawing of the illustrative embodiment of bottom preformed wallboard 82.Bottom prefabricated panel 82 comprises at least one window post mold 312 and a short window post mold 314.When bottom prefabricated panel 82 is longer, the number of described short window post 18 (Fig. 2) increases, and adjacent short window post mold 314 a spaced apart, wherein in an embodiment, a≤1,250mm.Similarly, adjacent window post mold 312 and short window post mold 314 a spaced apart.

Figure 76 shows the phantom drawing of the illustrative embodiment of bending bottom prefabricated panel 82 and bending top prefabricated panel 84, which provides bending bay window (such as, bow window).Top prefabricated panel 84 can comprise bending outrigger base mold 260, and it is open for Vierendeel girder mold 218 and floor mold 220 and has floor degree of depth f.Top prefabricated panel 84 can comprise bending embedded beam 316 (Figure 73 and 74).Bottom prefabricated panel 82 comprises bending window beam mold 310, window post mold 312 and short window post mold 314.In an embodiment, short window post mold 314 is evenly spaced apart according to distance≤600mm.

Figure 77 shows the phantom drawing of the illustrative embodiment for the polygon bottom prefabricated panel 82 and polygon top preformed wallboard 84 providing bay window.Top prefabricated panel 84 can comprise polygon outrigger base mold 260, and it is open for Vierendeel girder mold 218 and floor mold 220 and has floor degree of depth f.Top prefabricated panel 84 can comprise trapezoidal embedded beam 316 (Figure 73 and 74).Bottom prefabricated panel 82 comprises trapezoid window beam mold 310, short window post mold 314 and window post mold 312.In an embodiment, short window post mold 314 is positioned over the corner of bottom prefabricated panel 82, and spaced apart with distance≤1,250mm.

Figure 78 and 79 shows top and the bottom perspective view of the illustrative embodiment of bottom prefabricated panel 82 and top preformed wallboard 84.Bottom prefabricated panel 82 comprises the outrigger base mold 317 for casting outrigger base below window.Outrigger base mold 317 is open for window beam mold 310.Outrigger base mold 317 can comprise the bracket mold 318 for casting Support bracket, and bracket mold is open for window post mold 312 and short window post mold 314.Top prefabricated panel 84 can comprise the mold 260 for casting outrigger base above window.The bottom of outrigger base mold 260 and 317 comprises the line of rabbet joint 230 that drips.

Figure 80 shows the bottom perspective view that the floor above provides the illustrative embodiment of the top prefabricated panel 84 of balcony.Top prefabricated panel 84 comprises the outrigger base mold 317 for casting outrigger base, and it is open for Vierendeel girder mold 218 and floor mold 220.Outrigger base mold 317 comprises the bracket mold 318 for casting Support bracket.The bottom of outrigger base mold 317 comprises the line of rabbet joint 230 that drips.

Figure 81 shows the phantom drawing of the illustrative embodiment of the top prefabricated panel 84 with roof 320.The foamed core material in top prefabricated panel 84 is utilized to implement the base shape on roof 320.Roof 320 can be covered by ceramic tile or other suitable roof Materials.

Figure 82 shows the top sectional view of the illustrative embodiment of bottom prefabricated panel 82, and described bottom prefabricated panel is the shear wall interconnected with the floor of below.Prefabricated panel 82 can be connected with the beam from floor below, therefore which defines at top, the open space in bottom and side.Bottom prefabricated panel 82 is in fact two the preformed wall unit be coupled by bolt 222.

In above-mentioned prefabricated panel, cystosepiment 202 foam glass board 204 can be replaced.Mortar 208 or 214 dry mix can be replaced.Foam glass board 204 perlite, silicate insulating board or aeroge can be replaced.Eps foam plate 202 extruded polystyrene (XPS) plate, polyurethane rigid foams (PUR) plate, polyethylene (PE) plate or phenol formaldehyde foam (PF) plate can be replaced.In addition, described prefabricated panel can use cystosepiment 202 or foam glass board 204 as unique insulation materials.

manufacture the system of prefabricated panel

Figure 83 and 84 shows the perspective assembled view Sum decomposition view of the illustrative embodiment of the wall stand 402 of the part as the production system for completing above-mentioned straight shape prefabricated panel.Wall stand 402 comprises one or more post 404 and two or more support 406.Post 404 comprises four post L shape brackets 408, is connected therein by rectangular bracket 410.The post that the Size dependence of post 404 shows in prefabricated panel in it.By screw 250 and nut 252, L shape bracket 411 is mounted to two base L shape brackets 412, fixes the lower end of post 404.Support 406 comprises the installing plate 414 fixed by being soldered to cotter joint 416, and cotter joint is fixed by welding to bed plate 418.Post 404 is connected with the installing plate 414 of support 406 by base L shape bracket 412, wherein base L shape bracket be assembled to installing plate both sides around and by screw 250 and nut 252 fixing.Base L shape bracket 412 has multiple installing hole, therefore, and can the mounting points of metering needle coupled columns 404 and support 406.Post 404 can be rotated to horizontal level from upright position by support 406, and vice versa.

Figure 85 and 86 shows the phantom drawing of the illustrative embodiment as the track 420 of a production system part and the level device 422 of such as roller and so on.Figure 86 shows the amplifier section of Figure 85.Figure 87 shows the sectional view of the illustrative embodiment of the track 420 of Figure 85.With reference to Figure 85,86 and 87, track 420 comprise U 424, with U C shape passage 426 side by side, the bolt 428 be assembled in the groove of C shape passage, the installing plate 429 be connected with C shape passage end with U-shaped and the pivot support frame 430 with height adjusting screws.Bolt 428 can be fixed along C shape passage 426 by nut 437.

Figure 88 shows the exploded view of the illustrative embodiment of the roller 422 of Figure 85.Roller 422 comprises the wheel 436 at pipe 434 and pipe two ends place.Pipe 434 can be oval, therefore when it rolls on motor, can regulate institute's applied pressure.Wheel 436 is assembled in the U 424 of two parallel orbits 420.Figure 89 shows the sectional view of the illustrative embodiment of the bar 434 of Figure 88.Go back with reference to Figure 88, it is inner that oval plug 460 is positioned at pipe 434, and oval lid 462 is positioned at two ends of pipe, and shaft 464 is through the bearing 466 in plug and lid.The wheel 436 with bearing 466 is positioned at two ends of the shaft 464 of lid 462 outside.Each lid 462 is positioned on the shaft 464 between two nuts 468.Each wheel 436 is positioned on the shaft 464 between nut 468 and shaft cap 470.Pipe 434 freely can rotate around shaft 464.

Figure 90 shows the phantom drawing of the illustrative embodiment of the wall stand 402 with 3 posts 404 be installed on 4 supports 406, and common support shared by wherein adjacent post.According to the mold in prefabricated panel, the number of adjustable column 404, size and interval.Wooden sleeve 438 is assembled on post 404.Prefabricated panel, a small amount of wire gauze 210 (Figure 44), mortar 214 (Figure 44) and outside facing 216 (Figure 44) are promoted and is assembled in wall stand 402, the corresponding wooden sleeve pipe 438 of the post mold storage wall stand wherein in prefabricated panel.

Figure 91 shows the phantom drawing of the illustrative embodiment of wall stand 402, has wherein installed prefabricated panel 439 and has rotated to horizontal level from upright position.Figure 92 shows the zoomed-in view of a part of Figure 91.With reference to both Figure 91 and 92, two cross tracks 420 are fixed on the base L shape bracket 412 of wall stand 402 by their installing plate 429.The width of the spaced apart about prefabricated panel 439 of cross track 420, therefore cross track is near the side of prefabricated panel.Top rail 420 is orientated as according to the distance of about prefabricated panel 439 height parallel with wall stand 402, and therefore top rail is at the near top of prefabricated panel 439.Note, top rail 420 is included in two expansion screws 430 of two ends.Then three sides of the wire gauze 210 of prefabricated panel 439 are fixed on the bolt 428 of three tracks 420, to guarantee that they are in tension and flatly abut against prefabricated panel 439 when applying mortar 214.

Figure 93 shows the phantom drawing of the illustrative embodiment of wall stand 402 and roller 422.Usually mortar 214 is applied on the wire gauze 210 of prefabricated panel 439.Then roller 422 is placed on track 420 along the both sides of prefabricated panel 439, then the consistent flat surfaces provided on prefabricated panel 439 is provided on mortar 214.The wheel 436 of roller 422 can be selected to provide the mortar 214 of suitable thickness.Replace roller 422, flat punch die may be used for the consistent flat surfaces provided on prefabricated panel 439.

Figure 94 shows the phantom drawing of the illustrative embodiment of the outside facing 216 be applied on prefabricated panel.The non-limiting example of outside facing 216 can be outdoor tile.Rope 430 is wrapped on the bolt 428 between relative orbit 420, to form the guiding for laying outdoor tile 216.The interval between the bolt 428 in C shape passage 426 is regulated according to the size of outdoor tile 216.

Figure 95 shows the phantom drawing of the illustrative embodiment of the wall stand 480 as the production system part for completing turning prefabricated panel.Wall stand 480 comprises the one or more posts 404 be installed on two or more support 406.Pillar 406 is installed on extended column 482 with near the length they being risen to more than ground about one of two parts of turning prefabricated panel.The support 406 of an end comprises the L shape installing plate 484 with installing hole, and is fixed on L shape installing plate post 404 with one of two parts of mating turning prefabricated panel by screw.

the intensive rod structure of steel concrete

In one or more embodiment of the present disclosure, the intensive rod structure of RC comprises the RC ring beam above the intensive post of RC and intensive post of structure circumference, but does not comprise RC framework beam and column.Different from the lightweight frame structure that wherein wall is made up of wood or steel post, intensive post has better weight capacity and fire line, and normally protection against insect.In addition, the use of prefabricated panel reduces building time and cost.

Figure 96 shows the phantom drawing of the illustrative embodiment of the intensive rod structure 500 of RC of floor in single floor or multi-floor building.Structure 500 comprises window arrangement 22, and each includes window post 14, window beam 16, short window post 18, intensive reinforcing post 20, ring beam 502 and floor 96.For the sake of clarity, in Figure 96 and all the other accompanying drawings, only marked some components.

Different from the RC of Fig. 2 intensive column framework 8, the intensive rod structure 500 of RC is not the frame construction at beam infall with Vierendeel girder 10 and frame column 12 graticule mesh.Instead, intensive post 20 and window arrangement 22 are located along structure circumference.Intensive post 20 is also positioned in structure circumference.Ring beam 502 is formed at above intensive post 20 and window arrangement 22 structure 50 to be clenched.Note, ring beam 502 is features exclusive for the intensive rod structure of RC 500, can not find in the intensive column framework 8 of RC.

The intensive rod structure 500 of RC can be built according to the mode similar with the intensive column framework of RC 8.As shown in Figure 97, the ground with vertical outstanding window post bar construction 54, short window post bar construction 56 and intensive post bar construction 58 is formed.

As shown in Figure 98, straight shape prefabricated panel 74 and turning prefabricated panel 76 are promoted to the position of corresponding vertical reinforcing bar structure periphery.Different from aforementioned prefabricated panel 74 and 76, these prefabricated panels merely define the mold for casting window post 16 (Figure 96) and intensive post 20 (Fig. 2) around window post bar construction 54 (Figure 97) and intensive post bar construction 58 (Figure 97).The top of prefabricated panel 74 and 76 defines for the mold along structure circumference casting ring beam 502 (Figure 96).

Figure 99 shows the phantom drawing of the illustrative embodiment for installing bottom prefabricated panel 82 and top prefabricated panel 84.Bottom prefabricated panel 82 and top prefabricated panel 84 are promoted to the position between prefabricated panel 74 and 76.Bottom preformed wallboard 82 defines for the lower post part 26 (Fig. 3) of casting window post 14 (Figure 96) around short reinforcing cage 62 (Fig. 6), for casting window beam 16 (Figure 96) and the mold for casting short window post 18 (Figure 96) around short window bar construction 56 (Fig. 6) around window beam steel structure 64 (Fig. 6).

Top prefabricated panel 84 is fixed to adjacent prefabricated panel 74/76.When being fixed to above bottom prefabricated panel 82, top prefabricated panel 84 defines a part for window arrangement 22.Otherwise the top prefabricated panel 84 in adjacent prefabricated panel 74/76 and intensive post 20 define door 505.The top of top prefabricated panel 84 defines the mold for casting ring beam 502 (Figure 96).

Around the intensive post bar construction 58 in inside, concrete blinding 86 is formed in structure circumference.Concrete blinding 86 defines the mold for casting inner intensive post 20 (Figure 96) around inside intensive post bar construction 58.

With reference to Figure 100 and 101, form the ring beam bar construction 506 for ring beam 502 (Figure 90).Any bar construction shown in Fig. 9 can be used to implement ring beam bar construction 506.The peripheral ring beam bar construction 506 of structure periphery bends around the corner, and therefore it keeps continuously at described structure periphery.Peripheral ring beam bar construction 506 to be promoted on window post bar construction 54 and intensive post bar construction 58 and to rise in the mold arranged on prefabricated panel 74,76 and 84 top.Peripheral ring beam bar construction 506 is connected to window post bar construction 54 and intensive post bar construction 58 by wire, welding or other means.If there is next floor, form the short window post bar construction for next floor, and it is connected to ring beam bar construction 506 by wire, welding or other means.Form the inner loop beam steel structure 506 in structure circumference, and it is connected to peripheral ring beam bar construction 506 and intensive post bar construction 58 by wire, welding or other means.

Form the window beam steel structure 64 being used for window beam 16 (Figure 96).Window beam steel structure 64 is formed in the mold that can arrange at bottom prefabricated panel 82 top.Window beam steel structure 64 can be connected to window post bar construction 54 (Figure 97) and short window post bar construction 56 (Figure 97) by wire, welding or other means.

Reference Figure 102, is placed on prefabricated panel 74,76 and 84 (Figure 99) by the concrete blinding 92 being used for casting floor 96 (Figure 96) and concrete blinding 86 (Figure 99) is gone up and supported by prefabricated panel 74,76 and 84 (Figure 99) and concrete blinding 86 (Figure 99).Concrete blinding 92 also defines the mold for the formation of ring beam 502 (Figure 96).

With reference to Figure 103, form the floor bar structure 94 for floor 96 (Figure 96) and be positioned over concrete blinding 92.Floor bar structure 94 can be wire gauze.As casting substituting of floor 96 on the spot, described floor can be prefabricated, and by floor in-site installation after other components of cast structure 500.

With reference to Figure 104, by pouring concrete to various mold to form the intensive rod structure 500 of monolithic RC, the intensive rod structure of described monolithic RC comprises window post 14, window beam 16, short window post 18, intensive post 20 and floor 96.In order to the intensive column framework 500 of RC is clearly described, prefabricated panel 74,76,82 and 84 not shown.Concrete blinding 86 (Figure 99) can be removed to form structure 500 after concrete drying.Depend on and whether will form additional floor, bar construction 54,56 and 58 can be given prominence to from floor 96 or not give prominence to.Bar construction 54 and 58 can vertically extend to form the next structure 500 for floor next in building.Each bar construction vertically can extend by using reinforcing bar splicing branch sleeve, welding or other means to add additional part.

Figure 105 shows the plan view of the illustrative embodiment of ring beam 502 and intensive post 20.Ring beam 502 is the continuity reinforcement(bar) concrete beam connecting intensive post 20, window arrangement 22 (Figure 99) and door 505 (Figure 99) at structure periphery.Ring beam 502 can be straight shape or bend.Intensive post 20 is positioned at turning and the infall of ring beam 502.Peripheral intensive post 20 separates distance a along structure circumference, wherein in an embodiment, and a≤1,250mm.Distance between any intensive post 20 of the distance between any two window posts 14 (Figure 99) of formation window arrangement 202 or formation door 505 is not limited to distance a.Distance " b " separated by the intensive post 20 in inside in structure circumference, and described distance " b " depends on depth of building.Distance b is less and larger for short building for high constructure.

Figure 106 shows the lateral view of the illustrative embodiment of the vertical bar construction of the multiple structures 500 (Figure 96) for multi-floor building 505, and wherein intensive post 20 (Figure 96) is load-bearing.

Window post bar construction 54 and intensive post bar construction 58 extend in blinding layer 510.In blinding layer 510, the end of window post bar construction 54 and intensive post bar construction 58 has bending or hooked end to lock itself in concrete.Window post bar construction 54 and intensive post bar construction 58 extend continuously from the bottom of blinding layer 510, bottom through ring beam bar construction 506A, in intermediate layer through ring beam bar construction 506B and entering ring beam bar construction 506C on roof.In ring beam bar construction 506C, window post bar construction 54 and intensive post bar construction 58 have bending or hooked end to lock itself in concrete.Window post bar construction 54, intensive post bar construction 58 and ring beam bar construction 506A, 506B and 506C are clenched by wire, welding or other means.Window post bar construction 54 can be made up of the multiple parts be connected by reinforcing bar splicing branch sleeve 118 with intensive post bar construction 58.Near window post bar construction 54 or intensive post bar construction 58 and ring beam bar construction 506 crosspoint, the number of window column tie-bar 68 or intensive column tie-bar 519 and ring beam stirrup 518 can increase.

When ground comprises fragment of brick foundation wall 512, around window bar construction 54 and intensive post bar construction 58, cast post 514, and post 514 extends from blinding layer 510.Post 514 has interlocking pattern, to connect adjacent fragment of brick foundation wall 512.Reinforcing bar 516 is through post 514 and by wire, welding or the kink of other means to window bar construction 54 and intensive post bar construction 58.This layout makes fragment of brick foundation wall 512 be integrated with intensive 20 one-tenth, post.When distance between intensive post 20 is shorter, reinforcing bar 516 can be continuous print section.

Short reinforcing cage 62 is twisted together to all bar constructions 60 by stirrup 72 to form window post bar construction 54.When window beam steel structure 64 and window post bar construction 54 are intersected, they can be clenched by wire, welding or other means.Short window post bar construction 56 and short reinforcing cage 62 have bending or hooked end in the ring beam bar construction 506A of window beam steel structure 64, bottom and the ring beam bar construction 506B in intermediate layer, to lock onto in concrete.

Figure 107 shows the top view of the illustrative embodiment at the turning of structure 500 (Figure 96).Peripheral ring beam bar construction 506 comprises outside reinforcing bar 558 and inner reinforcing bar 560.Intensive post bar construction 58 can from the inside of ring beam bar construction or outside through peripheral ring beam bar construction 506.By wire, welding or other means, ring beam stirrup 518 is fixed to intensive post bar construction 58.The number of ring beam stirrup 518 can increase with intensive post bar construction 58 (and window post bar construction 54) infall, but regulates the spacing of stirrup, makes stirrup not affect concrete cast.Described turning can be reinforced with ring beam reinforced steel 520.

Figure 108 shows the top view of the illustrative embodiment of ring beam reinforced steel 520.Ring beam reinforced steel 520 has two orthogonal end sections, and described end section is connected by the stage casing part being divided into 135 degree relative to terminal part.Go back with reference to Figure 107, the end section of ring beam reinforced steel 520 is placed as parallel with the quadrature component of peripheral ring beam outside reinforcing bar 558, and the stage casing of ring beam reinforced steel is through intensive post bar construction 58.

Figure 109 shows the top view of the illustrative embodiment of peripheral ring beam bar construction 506.Replace the inner reinforcing bar 560 of the peripheral ring beam of continuous print, use the inner reinforcing bar 560 of the orthogonal peripheral ring beam with bending or hooked end.The inner reinforcing bar 560 of peripheral ring beam intersects and extends, until their end to be positioned near the outside reinforcing bar 558 of peripheral ring beam and in parallel.By wire, welding or other means outside reinforcing bar 560 of the extremely peripheral ring beam of bent back ends kink by inner for peripheral ring beam reinforcing bar 560.

The top view of the illustrative embodiment that the T-shaped that Figure 110 shows structure 500 (Figure 96) is intersected.Described T-shaped is intersected and is comprised the peripheral ring beam bar construction 506 with outside reinforcing bar 558 and inner reinforcing bar 560 and the inner loop beam steel structure 506 with reinforcing bar 562.At described T-shaped infall, the end of inner loop beam steel 562 is bending with parallel with the outside reinforcing bar 558 of peripheral ring beam along contrary direction.By wire, welding or other means, the bent back ends of inner loop beam steel 562 is fixed to the outside reinforcing bar 558 of peripheral ring beam.

The inside that intensive post bar construction 58 can intersect from the T-shaped of ring beam bar construction 506 or outside through described T-shaped intersection.When intensive post bar construction 58 intersects through described T-shaped, by wire, welding or other means, ring beam stirrup 518 is fixed to intensive post bar construction.The number of ring beam stirrup 518 can with the intersecting of intensive post bar construction 58 near increase, but the spacing of stirrup does not affect concrete cast.Ring beam reinforced steel 520 can be utilized to reinforce described T-shaped intersect.In inner loop beam steel structure 506, ring beam reinforced steel 520 intersects, and then enters in external rings beam steel structure 506 along contrary direction.

Figure 111 shows the top view of the illustrative embodiment of the decussation of structure 500 (Figure 96).Described decussation comprises two orthogonal inner loop beam steel structures 506.

Intensive post bar construction 58 can from the inside of the decussation of ring beam bar construction 506 or outside through described decussation.When intensive post bar construction 58 is through described decussation, by wire, welding or other means, ring beam stirrup 518 is fixed to intensive post bar construction.The number of ring beam stirrup 518 can with the intersecting of intensive post bar construction 58 near increase, but the spacing of described stirrup does not affect concrete cast.Ring beam reinforced steel 520 can be utilized to reinforce described decussation.Each ring beam reinforced steel 520 extends from an end of inner loop beam steel structure 506, reinforce indented bars at the ring beam met passes through and enters in the adjacent end of other inner loop beam steel structures 506.

Figure 112 and 113 shows the side cross-sectional views of the illustrative embodiment of the bar construction for the semi girder extended from intensive post 20 (Figure 96) and ring beam 502 (Figure 96).Bar construction for semi girder comprises upper reinforcement 522, lower rebar 524, reinforced steel 526 and stirrup 528.Semi girder upper reinforcement 522 extends through intensive post bar construction 58 and enters in peripheral ring beam bar construction 506.Semi girder upper reinforcement 522 has two bending or hooked end, and is fixed to the upper reinforcement 527 of peripheral ring beam bar construction 506 by wire, welding or other means.Semi girder lower rebar 524 extends in intensive post bar construction 58, and has two bending or hooked end.Semi girder reinforced steel 526 between upper reinforcement 522 and lower rebar 524, and also extends through intensive post bar construction 58 and enters in peripheral ring beam bar construction 506.Semi girder stirrup 528 to be twisted together to semi girder upper reinforcement 522, lower rebar 524 and reinforced steel 526 by wire, welding or other means.

Figure 114 shows the phantom drawing of the illustrative embodiment of the building 530 of multiple floors with structure 500 (Figure 96).As mentioned above, window post 14 and intensive post 20 are the RC posts be positioned at below ring beam 502.Window post 14 and intensive post 20 are load-bearing, and they with above and below the same characteristic features of floor align.Window post 14 and intensive post 20 are continuous print from top floor down to ground 50.Ring beam 502 is positioned on each floor.

Pitched roof 532, RC spine 534, RC rafter 536 and RC purlin 538 that building 530 comprises on RC spine 534, RC rafter 536 and RC purlin 538 are all connected to roof ring beam 502 by intensive post 20, and are all that monolithic is cast on the spot.Intensive post 20 extends across roof ring beam 502 and intersects with rafter 536.Purlin 538 aligns with intensive post 20 at rafter 536 place, so that the load of pitched roof 532 is promptly transferred to intensive post.

Figure 115 shows the side cross-sectional views of the illustrative embodiment of the bar construction of pitched roof 532 (Figure 114).Bar construction 540 for roof rafter 536 (Figure 114) is connected with intensive post bar construction 58 by reinforcing bar splicing branch sleeve 118 an end.Other intensive post bar constructions 58 extend across roof ring beam bar construction 506C, have the bent back ends parallel with rafter bar construction 540, and bent back ends is fixed to rafter bar construction 540 by wire, welding or other means.

Figure 116 shows the phantom drawing at the two opposite sides of building 542 with the illustrative embodiment of the building 542 of the intensive beam 544 of parallel RC of two parts of crossing over ring beam 502.At two of ring beam 502 beneath portions, intensive beam 544 can be alignd with window post 14 and intensive post 20.

Figure 117 shows the phantom drawing of the illustrative embodiment of the building 546 of orthogonal RC intensive beam 548 graticule mesh at four sides place of building 546 with four parts of crossing over ring beam 502.At four of ring beam 502 beneath portions, intensive beam 548 can be alignd with window post 14 and intensive post 20.Load is directly transferred to intensive post from floor by described beam.

Figure 118 and 119 shows the phantom drawing of the illustrative embodiment of the building 550 with turning window.In this example embodiment, by the minimized in size of turning window, such as, the window (Figure 99) provided by window arrangement 22 can be less than.Window beam steel structure 64 has the bending or hooked end extended sufficiently in window post bar construction 54.Short window post bar construction 56 has the bending or hooked end extending sufficiently into window beam steel structure 64 and ground 50.Short window post 18 can have L tee section.Seismic (seismal is transferred to window beam 16 from window post 14, is transferred to short window post 18 and ground 50 from window beam.Window post 14 and short window post 18 can comprise additional reinforcing bar to support the additional seismic (seismal produced by turning window arrangement.

Figure 120 shows the phantom drawing of the illustrative embodiment to the building 552 being combined with structure 8 and 500, does not comprise prefabricated panel.In building 552, the intensive column framework 8 of RC can be used to construct the first floor, use the intensive rod structure 500 of RC to construct upper floor simultaneously.Intensive post 20 in structure 8 can continue in structure 50.Frame column 12 also can continue as the intensive post 20 in structure 500.The combination of structure 8 and 500 can by using intensive post 20 to replace frame construction 12 to prevent variation in rigidity, improving antiseismic property and reduce cost.Building 552 is adapted at the first floor commercialization and upper floor is the used in combination of house.But use without any intensive post 20 between frame column frame column at the first floor, this allows in order to large display case is installed in business application.

Figure 121 shows the side cross-sectional views of the illustrative embodiment of the bar construction of building 552 (Figure 120).Frame trestle reinforcing bar 104 is such, and the intensive post reinforcing bar 114 (or window post reinforcing bar 106) in the first floor has the bending or hooked end being fixed to the wire gauze 122 in ground 50 by wire, welding or other means.Intensive post reinforcing bar 114 (or window post reinforcing bar 106) then upwards extends continuously, through Vierendeel girder reinforcing bar 100, any floor ring beam reinforcing bar 506B, final arrival roof ring beam 506C (Figure 99).The intensive post reinforcing bar 114 started at the second floor has and is fixed to the bending of Vierendeel girder reinforcing bar 100 or hooked end by wire, welding or other means.The intensive post reinforcing bar 114 continued from frame column reinforcing bar 104 is connected by reinforcing bar splicing branch sleeve 554.

Figure 122 shows the phantom drawing of the illustrative embodiment of the intensive rod structure 556 of RC.Structure 556 is similar with structure 500 (Figure 96), but around described structure stage casing, with the addition of architrave 557, thus instead of window beam 16 (Figure 96).The short intensive post 564 in upper and lower also instead of window post 14 and intensive post 20.

Figure 123 shows the phantom drawing of the illustrative embodiment of the intensive rod structure 566 of RC.Structure 566 is similar with structure 500 (Figure 96), but eliminates ring beam 502 and the post 568 with column cap instead of some intensive post 20.Precast floor slab 570 is supported by post 568.

Theme described in the disclosure illustrates that different parts are included in different miscellaneous parts or different parts are connected from different miscellaneous parts sometimes.Should be appreciated that the framework described like this is example, in fact can realize many other frameworks that can realize identical function.Conceptually, effectively " associate " in order to realize any setting of the parts of identical function, thus realize required function.Therefore, any two parts that combination here realizes concrete function can be regarded as each other " association " thus realize required function, and regardless of framework or intermediate member.Equally, any two parts so associated also can be regarded as each other " be operably connected " or " be operationally coupled " to realize required function, and any two parts that can so associate also can be regarded as each other " can operationally be coupled " to realize required function.The concrete example that can operationally be coupled includes but not limited to physically can connect and/or physically mutual parts, and/or wireless interaction and/or can the parts of wireless interaction, and/or logic is mutual and/or can the mutual parts of logic.

As for any about use that is most and/or singular references herein, those skilled in the art can be singulative from most formal transformation, and/or are converted to most form from singulative, with applicable specific environment and application.For clarity sake, interchangeable in this explicit state singulative/most form.

Those skilled in the art are to be understood that, generally speaking, the term used, particularly in claims (such as, in the main part of claims) term that uses, usually be interpreted as " opening " term (such as, term " comprise " should be interpreted as " include but not limited to ", term " have " should be interpreted as " at least have " etc.).Those skilled in the art should also be understood that then this intention will explicitly point out in this claim if be intended to indicate concrete number in introduced claim, and when do not have this clearly indicate, then there is not this intention.Such as, be help to understand, claims may have been used and guide phrase " at least one " and " one or more " introduce feature in claim.But, the use of this phrase should not be interpreted as imply by indefinite article " one " or " one " any specific claim comprising this feature is restricted to the invention only comprising this feature by the claim feature introduced, even if this claim had not only comprised guide phrase " one or more " or " at least one " but comprise indefinite article as " one " or " one " (such as, " one " and/or " one " should typically be interpreted as meaning " at least one " or " one or more "); When using definite article to introduce the feature in claim, equally so.In addition, even if explicitly pointed out introduce the concrete number of claim feature, those skilled in the art will recognize that, this enumerate should typically be interpreted as meaning be at least institute's column number (such as, there is not the phrase of other modifiers " two features " typically mean at least two these features, or two or more these features).In addition, be similar in use " in A, B and C etc. at least one " such statement, the implication in general should usually understanding this statement according to those skilled in the art makes an explanation (such as, " there is in A, B and C at least one system " system etc. that there is separately A, separately there is B, separately there is C, there is A and B, there is A and C, there is B and C and/or there is A, B, C should be included but not limited to).Be similar in use " in A, B or C etc. at least one " such statement, the implication in general should usually understanding this statement according to those skilled in the art makes an explanation (such as, " there is in A, B or C at least one system " system etc. that there is separately A, separately there is B, separately there is C, there is A and B, there is A and C, there is B and C and/or there is A, B, C should be included but not limited to).Those skilled in the art will also be understood that, represent in fact arbitrarily adversative conjunction and/or the phrase of two or more selectable items, no matter be in manual, claims or accompanying drawing, all should be understood to give the possibility comprising one of these projects, these projects either party or two projects.Such as, phrase " A or B " be appreciated that comprise " A " " B " or " A and B " possibility.

It should be understood that according to foregoing teachings and described various embodiment of the present disclosure for illustrative purposes here, can various improvement be carried out when not departing from the scope of the present disclosure and spirit.Therefore, various embodiment disclosed herein is also not intended to limit, and true scope of the present disclosure and spirit are characterized by claims.

Claims (5)

1. a prefabricated panel system, this prefabricated panel system comprises:

Full height prefabricated panel;

Be less than the top prefabricated panel of full height, it is fixed on to limit window opening or door opening between described full height prefabricated panel, the below that described window opening or door opening are less than the top prefabricated panel of full height described and between described full height prefabricated panel;

Wherein said full height prefabricated panel and at least one being less than in the top prefabricated panel of full height described comprise:

One or more cystosepiment;

Be fixed to the foam glass board of described one or more cystosepiment;

Be fixed to the mesh fabric of described foam glass board;

Be fixed to the wire gauze of described mesh fabric; And

Be fixed to the exterior wall finish of described wire gauze.

2. prefabricated panel system according to claim 1, the space wherein limited by described one or more cystosepiment and described foam glass board forms the mold for casting reinforced concrete member.

3. prefabricated panel system according to claim 1, wherein selects each full height prefabricated panel from the group be made up of straight shape prefabricated panel and L shape turning prefabricated panel.

4. prefabricated panel system according to claim 1, this prefabricated panel system also comprises the bottom prefabricated panel being less than full height, it is fixed between described full height prefabricated panel, to limit described window opening in the described below being less than the top prefabricated panel of full height.

5. prefabricated panel system according to claim 4, is wherein less than the top prefabricated panel of full height and the described bottom prefabricated panel being less than full height described in selection from group be made up of linear and the polygonal top prefabricated panel being less than full height and the bottom prefabricated panel that is less than full height.