CN104652662B

CN104652662B - Prefabricated panel system

Info

Publication number: CN104652662B
Application number: CN201510067675.2A
Authority: CN
Inventors: 钟海
Original assignee: Empire Technology Development LLC
Current assignee: Empire Technology Development LLC
Priority date: 2010-08-24
Filing date: 2010-08-24
Publication date: 2017-06-06
Anticipated expiration: 2030-08-24
Also published as: CN104652662A

Abstract

The present invention relates to a kind of prefabricated panel system.The prefabricated panel system includes：Full-height prefabricated panel；Less than the top prefabricated panel of full-height, it is fixed between the full-height prefabricated panel to limit window opening OR gate opening, and the window opening OR gate opening is in the lower section of the top prefabricated panel less than full-height and between the full-height prefabricated panel；At least one of wherein described full-height prefabricated panel and the top prefabricated panel less than full-height include：One or more cystosepiments；It is fixed to the foam glass board of one or more of cystosepiments；It is fixed to the mesh fabric of the foam glass board；It is fixed to the woven wire of the mesh fabric；And it is fixed to the exterior wall finish of the woven wire.

Description

Prefabricated panel system

The application is Application No. 201080067576.X (PCT Application No.s：PCT/CN2010/001277), the applying date be August in 2010 24 days, the divisional application of the application for a patent for invention of entitled " prefabricated panel ".

Technical field

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

Background technology

Fig. 1 shows the perspective view of conventional steel bar concrete (RC) frame structure 2 for building floor.RC is referred to The concrete of reinforcing bar (" rebar "), grid, plate or fiber is incorporated, to strengthen concrete bearing tension force.Structure 2 includes framework Beam 4 and frame column 6.For the sake of clarity, some of the component only be marked.

Vierendeel girder 4 forms the orthogonal grid of cross coupling.Frame column 6 is connected in beam intersection with Vierendeel girder 4.Structure 2 is overall Ground is formed, and wherein Vierendeel girder 4 and frame column 6 are cast in single operation.Brick and tile tamp wall (not shown) and can be formed at frame Set a roof beam in place 4 below and the space between frame column 6 in.Brick and tile tamp wall and meet building requirements and other functions requirement, for example, formed The major part of architectural exterior-protecting construction, subregion, temperature and acoustic barrier and provide fire-proof compartment.Manufactured in brick and tile tamp wall It is open that window and door are installed.For the structural support added, RC can be formed below in Vierendeel girder 4 between frame column 6 Shear wall (not shown).Tamp that wall is different from brick and tile, shear walls design is used for antagonism in the transverse load effect in structure, Such as wind load and seismic (seismal.

The content of the invention

In one or more other embodiments of the present disclosure, a kind of prefabricated panel is included for casting armored concrete (RC) structure The mold of part.The prefabricated panel includes cystosepiment, is fixed to the foam glass board of the cystosepiment, is fixed to the foam glass The mesh fabric of glass plate, the woven wire for being fixed to the mesh fabric and it is fixed to the exterior wall finish of the woven wire. The space limited by the cystosepiment and the foam glass board forms the mold for casting RC posts and beam.

It is outlined above to be merely exemplary without being intended to be limited in any manner.Except illustrative above side Outside face, embodiment and feature, other aspect, embodiment and feature by reference to it is described in detail below will be clear it is bright In vain.

Brief description of the drawings

In the accompanying drawings：

Fig. 1 shows the perspective view of conventional steel bar concrete (RC) frame structure for building floor；

Fig. 2 shows the perspective view of the illustrative embodiment of the intensive column frameworks of RC for building floor；

Fig. 3 shows the perspective view of the illustrative embodiment of the window arrangement in Fig. 2 structures；

Fig. 4 is to build the flow with the illustrative embodiment of the method for the building of structure described in one or more Fig. 2 Figure；

Fig. 5 shows the illustrative embodiment of the ground for structure as described in forming Fig. 2 as described in Fig. 4 method modules Perspective view；

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

Fig. 7 shows the sectional view of the illustrative embodiment of the height steel reinforcement 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 structures, short window post and reinforcing post；

Figure 10 shows the illustrative embodiment for installing straight and turning prefabricated panel as described in Fig. 4 method modules Perspective view；

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

Figure 12 shows the illustrative embodiment for installing bottom and top prefabricated panel as described in Fig. 4 method modules Perspective view；

Figure 13 shows the illustrative embodiment of the bar construction set a roof beam in place for installing frame as described in Fig. 4 method modules Perspective view；

Figure 14 shows the saturating of the illustrative embodiment of the bar construction for installing window beam as described in Fig. 4 method modules View；

Figure 15 shows the illustrative embodiment of the concrete blinding for installing floor as described in Fig. 4 method modules Perspective view；

Figure 16 shows the saturating of the illustrative embodiment of the bar construction for installing floor as described in Fig. 4 method modules View；

Figure 17 shows saying for the intensive column frameworks of RC that building floor is directed in the case of without prefabricated panel The perspective view of bright property embodiment；

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

Figure 19 shows the building for being directed to and being based on Figure 18 bar constructions, the illustrative embodiment of the various structures of Fig. 2 Side view；

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

Figure 21 shows the illustrative reality of the bar construction of the various structures of Fig. 2 in without the building for carrying intensive post Apply the side view of example；

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

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

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

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

Figure 26 shows the perspective view of the illustrative embodiment of the arrangement of intensive beam in the intensive column frameworks of RC；

Figure 27 shows the perspective view of the illustrative embodiment of the arrangement of intensive beam in the intensive column frameworks of RC；

Figure 28 shows the perspective view of the illustrative embodiment of the intensive post frame shear wall structures of the RC of building floor；

Figure 29 shows saying for the intensive column frameworks of the RC with L, T and cross beam and column for building floor The perspective view of bright property embodiment；

Figure 30 shows the perspective view of the illustrative embodiment for installing the turning prefabricated panel for Figure 29 structures；

Figure 31 shows the perspective view of the illustrative embodiment for installing the straight prefabricated panel for Figure 29 structures；

Figure 32 shows the saturating of the illustrative embodiment of the bottom and top prefabricated panel that Figure 29 structures are directed to for installing View；

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

Figure 34 shows the intensive post frame shear wall structures of the RC with internal shear wall structure for building floor Illustrative embodiment perspective view；

Figure 35 is shown for building floor with L, T and cross-shape frame post, variable section and internal shearing The perspective view of the illustrative embodiment of the intensive post frame shear wall structures of RC of wall construction；

Figure 36 shows the full-height prefabricated panel of the floor for constituting single floor or multi-floor building and less than full-height The perspective view of the illustrative embodiment of prefabricated panel；

Figure 37 shows the perspective view of the illustrative embodiment of the cystosepiment of the required shaped formation according to prefabricated panel；

Figure 38 shows the perspective view of porous or foam glass board the illustrative embodiment of the cystosepiment for being joined to Figure 37；

Figure 39 shows the illustrative embodiment of the mesh fabric in the foam glass board and cystosepiment for being wrapped in Figure 38 Perspective view；

Figure 40 shows the perspective view applied to the illustrative embodiment of the woven wire on the wall of Figure 39；

Figure 41 shows the perspective view applied to the illustrative embodiment of the mortar on the wall of Figure 40；

Figure 42 shows the perspective view applied to the illustrative embodiment of the outside facing on the wall of Figure 41；

Figure 43 shows the perspective view of the illustrative embodiment at turning and 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 perspective view of the illustrative embodiment through the bolt of prefabricated panel；

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

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

Figure 49 shows the explanation of the prefabricated panel of the buttress brace with the mold for shear wall and connection shear wall The side view of property embodiment；

Figure 50 shows the perspective view of the illustrative embodiment of prefabricated panel；

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

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

Figure 58,59,60,61 and 62 show the section of the illustrative embodiment of the prefabricated panel used in plate-column structure Figure；

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

Figure 64 shows the perspective view of the illustrative embodiment of the spool support of Figure 63；

Figure 65 shows the side cross-section of the illustrative embodiment of the prefabricated panel to form a top of building floor part Figure；

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 the front perspective view and rearview 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 perspective view of the illustrative embodiment of Figure 73 beams；

Figure 75 shows the front view of the illustrative embodiment of the preforming wallboard in bottom；

Figure 76,77,78 and 79 show the perspective view of the illustrative embodiment of bottom and top prefabricated panel；

Figure 80 and 81 shows the perspective view of the illustrative embodiment of top prefabricated panel；

Figure 82 shows the top cross-section of the illustrative embodiment of the bottom prefabricated panel interconnected with following floor Figure；

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

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

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 perspective view of the illustrative embodiment of wall stand；

Figure 91 and 92 shows the perspective view of the illustrative embodiment of Figure 85 wall stand for being provided with prefabricated panel；

Figure 93 shows the perspective view of the illustrative embodiment of Figure 91 wall stand and Figure 85 rollers；

Figure 94 shows the perspective view of the illustrative embodiment of the outside facing using the prefabricated panel to Figure 93；

Figure 95 shows the illustrative reality of the wall stand of the part as the production system for completing turning prefabricated panel Apply the perspective view of example；

Figure 96 shows the perspective view of the illustrative embodiment of the intensive rod structures of the RC of building floor；

Figure 97 shows the perspective view of the illustrative embodiment of the ground for forming Figure 96 structures；

Figure 98 shows the illustrative embodiment of the straight prefabricated panel and turning prefabricated panel for the structure of installation diagram 96 Perspective view；

Figure 99 shows the perspective view for the bottom of the structure of installation diagram 96 and the illustrative embodiment of top prefabricated panel；

Figure 100 and 101 shows the illustrative embodiment for the ring beam of the structure of installation diagram 96 and the bar construction of window beam Perspective view；

Figure 102 shows the perspective view of the illustrative embodiment of the concrete blinding of the floor for the structure of installation diagram 96；

Figure 103 shows the perspective view of the illustrative embodiment of the bar construction for the floor in the structure of installation diagram 96；

Figure 104 shows the perspective view of the illustrative embodiment of the intensive column frameworks of RC for building floor；

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

Figure 106 shows the side 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 structures；

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 structures is intersected；

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

Figure 112 and 113 shows the bar construction for the cantilever beam extended from the intensive post in Figure 96 structures and ring beam Illustrative embodiment side cross-sectional views；

Figure 114 shows the perspective view of the illustrative embodiment of the building with multiple Figure 96 structures；

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 perspective view of the illustrative embodiment of the building with the parallel intensive beam across ring beam；

Figure 117 shows the perspective of the illustrative embodiment of the building with the orthogonal intensive beam grid across ring beam Figure；

Figure 118 and 119 shows the perspective view of the illustrative embodiment of the building with turning window；

Figure 120 shows the perspective view of the illustrative embodiment of the building being combined to the structure of Fig. 2 and Figure 96；

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

Figure 122 shows the perspective view of the illustrative embodiment of the intensive rod structures of RC；And

Figure 123 shows the perspective view of the illustrative embodiment of the intensive rod structures of RC,

It is all to arrange all according at least some embodiments described herein.

Specific embodiment

In the following detailed description, carried out with reference to as accompanying drawing, the accompanying drawing forms a part for description.In accompanying drawing In, unless the context requires otherwise, similar symbol is typically represented as similar part.Will in detailed description, accompanying drawing and right Illustrative embodiment described in asking is not meant as limitation.In the situation of the spirit and scope for not departing from subject matter presented herein Under, it is possible to use other embodiment can carry out other changes.It should be understood that as general description here and The aspect of the disclosure illustrated in accompanying drawing can be arranged, substituted, combined, separated and designed according to various different structures, Here these contents are clearly considered.

The intensive column framework of armored concrete

In one or more other embodiments of the present disclosure, monolithic armored concrete (RC) intensive column framework is except RC frames Set a roof beam in place with outside RC frame columns, also including the intensive posts of one or more groups of RC and RC window arrangements along the structure circumference.It is intensive Post and window arrangement can carry additional gravitational load, and provide additional transverse direction and torsional resistance to the structure.When When the structure is monolithic, all of component can be cast in one step with time-consuming and money.The structure Also shear wall is not included at the structure circumference, otherwise, when thermal cycle is carried out under the limitation in peripheral shear wall, the structure There is crack in may causing concrete floor in shear wall at circumference.

Fig. 2 shows the illustrative implementation of the intensive column frameworks 8 of RC for single floor or multi-floor building floor The perspective view of example.Structure 8 includes that RC Vierendeel girders 10, RC frame columns 12, the short window post 18, RC of RC windows post 14, RC windows beam 16, RC are intensive Post 20 and RC floors 96 (partly being illustrated with section view).For the sake of clarity, only marked component in Fig. 2 and remaining accompanying drawing Some.

Vierendeel girder 10 forms cross coupling grid.Grid can be orthogonal, angled or partial orthogonality and portion Divide angled.Frame column 12 is connected to Vierendeel girder 10 in beam infall.Vierendeel girder 10 can have similar with frame column 12 Square-section and size.The cross sectional shape for substituting, such as rectangle, circle, L-shaped, T-shaped and star section can be used.

Each group of intensive post 20 can along the structure circumference be located at the lower section of girder 10 any pair frame column 12 it Between.Similarly, window arrangement 22 each can be located at the lower section of girder 10 in any a pair of frames post along the structure circumference Between 12.

Fig. 3 shows the perspective view of the illustrative embodiment of the window arrangement 22 in Fig. 2 structures 8.Window arrangement 22 includes A pair of window posts 14, window beam 16 and short window posts 18.Window post 14 is full-height, and from supporting construction (such as but not limited to ground 50 (Fig. 5) or floor 96 (Fig. 2)) extend to overhead Vierendeel girder 10 (Fig. 2).Window beam 16 extends between window post 14.Short window post 18 Full-height is less than, and window beam 16 is extended to from the supporting construction.Each window post 14 can be included in window beam 16 with On top post part 24 and the bottom post part 26 below the window beam, the bottom post part can have than on described Post part bigger cross section in portion's is providing bigger intensity.

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

In one embodiment of the disclosure, intensive post 20 and window arrangement 22 can be gravity load-bearing.The He of window beam 16 Short window post 18 can also provide additional transverse direction and torsional resistance to structure 8.Therefore, structure 8 can have than traditional RC frameworks Structure (Fig. 1) bigger gravity bearing capacity and transverse direction and torsional resistance, while keeping the ductility of tradition RC frame structures. This structure and configuration can provide more preferable antiseismic property and prevent uneven sedimentation.

Compared with traditional RC frame structures 2 (Fig. 1), structure 8 can provide more preferable space utilization.For example, lighter material The dividing wall (not shown) of material can be used for forming residential quarter on floor.Structure 8 is adapted to extensive construction.The single of structure 8 Casting shortens construction-time and reduces the manpower of requirement.Due to increased intensive post 20 and window arrangement 22, can adjust The steel bar quality of Vierendeel girder 10 and frame column 12 is saved to reduce cost.

Structure 8 can be designed as being consistent with the standard security requirement for traditional RC frame structures and specification, and need not The additional load ability that consideration is provided by intensive post 20 and window arrangement 22, therefore increased the overall safety factor of the structure (FoS).Alternatively, because intensive post 20 and window arrangement 22 have increased FoS, structure 8 uses lighter hot material For tamping wall, FoS can be reduced in the case where security is not damaged.

Fig. 4 is the flow of the illustrative embodiment of the exemplary method 28 for building the building with one or more structures 8 Figure.Method 28 can include one or many illustrated by one or more modules 30,32,34,36,38,40,42,44,46 and 48 Individual operation, function or action.Illustrate the module while in accordance with continuous order, it is also possible to according to it is parallel and/or with here The different order of description performs these modules.It is also possible to it is less mould to be based on required implementation method by various block combiners Block, it is divided into additional module and/or removal.

The treatment of method 28 may begin at module 30, " ground be formed, with for framework, window, short window and intensive The vertical reinforcing bar of post ".Module 32 can be followed by after module 30, " prefabricated panel the position around vertical reinforcing bar is promoted to Put ".Module 34 can be followed by after module 32, " forming the horizontal reinforcement for framework and window beam ".Can be with after module 34 Module 36 is followed by, " placement slab form ".Module 38 can be followed by after module 36, " the reinforcing bar knot for floor is formed Structure ".Module 40 can be followed by after module 38, " cast concrete ".Module 42 can be followed by after module 40, " removal Floorslab concrete template ".Judging module 44 can be followed by after module 42, " also other floors”.When also have other floors When, module 46 " the vertical reinforcing bar of extension " can be followed by after module 44.Can be with when in the absence of other floors, after module 44 It is followed by module 48 " end ".

In module 30 as shown in Figure 5, ground 50 is formed, with vertical prominent 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 window post bar construction 54, short window post bar construction 56 and the window for forming window arrangement 22 (Fig. 3) The close-up illustration of the illustrative embodiment of beam steel structure 64.Each window post bar construction 54 includes steel reinforcement cage high 60 and short steel Muscle cage 62, steel reinforcement cage is connected by metal wire, welding or other means with full-height steel reinforcement cage.Steel reinforcement cage high 60 is full-height , and short steel reinforcement cage 62 is less than full-height.Steel reinforcement cage high 60 and short steel reinforcement cage 62 have top post part 24 (Fig. 3) and under The window post 14 (Fig. 3) of portion's post part 26 (Fig. 3).Window beam steel structure 64 is subsequently used for forming of window beam 16 (Fig. 3), it is possible to pass through Metal wire, welding or other means its end be connected with window post bar construction 54 and therebetween place or near with it is short Window post bar construction 56 is connected.The window arrangement 22 for obtaining forms the more strong ties with adjacent wall.

Fig. 7 shows the sectional view of the illustrative embodiment of steel reinforcement cage high 60 and short steel reinforcement cage 62.Steel reinforcement cage high 60 includes 4 Individual vertical reinforcing bar 66 and rectangle hoop 68, the rectangle hoop 68 is by metal wire, welding or other means at its four turnings Place is connected with the vertical reinforcing bar.Short steel reinforcement cage 62 includes two vertical reinforcing bars 70 and u tie muscle 72, and the u tie muscle passes through Metal wire, welding or other means are connected in its four corners with vertical reinforcing bar 66 and 70.Vertical reinforcing bar 70 can have than The smaller cross section of vertical rebar 66.

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

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

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

Fig. 9 B are shown with 3 vertical reinforcing bars being connected with rectangle hoop by metal wire, welding or other means The example embodiment of rectangle steel reinforcement cage.Two vertical reinforcing bars are located at the adjacent corners of rectangle cage/stirrup, and a vertical reinforcing bar Positioned at the midpoint of the opposite side of rectangle cage/stirrup.Stirrup can have according to about 135 degree of two ends of bending, and 5 times of the length " D " of the bent back ends less than or equal to the vertical bar diameter.

Fig. 9 C are shown with 3 normal threads being connected with triangle u stirrup by metal wire, welding or other means The example embodiment of the triangular reinforced bar cage of reinforcing bar.Vertical reinforcing bar is located at 3 corners of the triangle cage/stirrup.

Fig. 9 D are shown and hung down with 4 be connected with circular or spiral u stirrup by metal wire, welding or other means The example embodiment of the circular steel reinforcement cage of straight reinforcing bar.Vertical reinforcing bar is equally spaced around circular cage and/stirrup.

Fig. 9 E are shown and hung down with 3 be connected with circular or spiral u stirrup by metal wire, welding or other means The example embodiment of the circular cage of straight reinforcing bar.Vertical reinforcing bar is equally spaced around circular cage and/stirrup.

Fig. 9 F are shown with two vertical steels being connected with horizontal S-shaped stirrup by metal wire, welding or other means The example embodiment of the S-shaped steel reinforcement cage of muscle.Vertical reinforcing bar is located at the bent back ends of horizontal S-shaped stirrup.

Fig. 9 G are shown with two vertical steels being connected with vertical S stirrup by metal wire, welding or other means The example embodiment of the S-shaped steel reinforcement cage of muscle.Vertical reinforcing bar is located at the bent back ends of vertical S stirrup.

Fig. 9 H show the example embodiment of single vertical reinforcing bar.Vertical reinforcing bar is at the center of mold forming corresponding RC Beam or post.

Fig. 9 I are shown with 6 vertical reinforcing bars being connected with rectangle hoop by metal wire, welding or other means The example embodiment of rectangle steel reinforcement cage.Vertical reinforcing bar be located at rectangle cage/stirrup four corners and two in the cage Near the centre on side long.Stirrup can have according to about 135 degree bend two ends, and the bent back ends length 5 times of " D " less than or equal to vertical bar diameter.

Fig. 9 J are shown with 6 be connected with rectangle hoop and straight stirrup by metal wire, welding or other means The example embodiment of the rectangle steel reinforcement cage of vertical reinforcing bar.This rectangle steel reinforcement cage is similar with the cage of Fig. 9 I, but also includes straight Stirrup, the straight stirrup connects two vertical reinforcing bars near two centres on side long of the cage.

With reference to Fig. 4, in module 32, will have for the prefabricated panel lifting for casting the predetermined mold of RC posts and beam to phase On the bar construction answered.Prefabricated panel is the factory's structural unit produced in controlled environment.Prefabricated panel includes full-height Straight panel and L-shaped corner panels and the upper and lower part face less than full-height being assembled between two full-height panels Plate.

Figure 10 is shown for installing the illustrative of full-height straight prefabricated panel 74 and full-height turning prefabricated panel 76 The perspective view of embodiment.Prefabricated panel 74 and 76 is raised to frame column bar construction 52, window bar construction 54 high and intensive On post bar construction 58.Prefabricated panel 74 is placed along the straight peripheral part of structure 8 (Fig. 2), meanwhile, prefabricated panel 76 is placed To the peripheral corner of the structure.Adjacent full-height prefabricated panel can be horizontally spaced to contain less than full-height Prefabricated panel.

Prefabricated panel 74 and 76 defines the framework for the cast frame post 12 (Fig. 2) around frame column bar construction 52 Post mold 78 (Figure 43), for around window post bar construction 54 cast window post 14 (Fig. 2) window post mold 235 and for The intensive surrounding of post bar construction 58 casts the intensive post mold 80 (Figure 43) of intensive post 20 (Fig. 2).The top of prefabricated panel 74 and 76 Portion defines the mold 218 (Figure 42) for the 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.In advance Wallboard processed 76 has depth " w ", and including being for respectively forming the frame column mold 78 of frame column 12 and intensive post 20 and close Clustered column mold 80.Frame column mold 78 can protrude inwardly to limit frame column 12 of the receiving with width " k " and depth " z " Space, depth " z " is more than or equal to depth w.Intensive post mold 80 define accommodate it is intensive with width " h " and depth " b " The space of post 20, wherein 100mm≤b≤300mm, b in embodiment<W and 1≤h/b≤3.

Figure 12 is shown for installing bottom prefabricated panel 82 and the top dry wall less than full-height less than full-height The perspective view of the illustrative embodiment of plate 84.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 is defined in short steel reinforcement cage 62 (Fig. 6) week Enclose casting window post 14 (Fig. 2) bottom post part 26 (Fig. 3) part window post mold 312 (Figure 66 and 67), in window beam The window beam mold 310 (Figure 66 and 67) of casting window beam 16 (Fig. 2) around bar construction 64 (Fig. 6), in short window post reinforcing bar knot The short window post mold 314 (Figure 66 and 67) of short window post 18 (Fig. 2) is cast around structure 56 (Fig. 6).

On the full-height prefabricated panel of the adjoining that top prefabricated panel 84 is fixed to the top of bottom prefabricated panel 84.Top The top of prefabricated panel 84 is defined for casting frame around the Vierendeel girder bar construction 88 (Figure 13) at the structure circumference Set a roof beam in place the Vierendeel girder mold 218 (Figure 68) of 10 (Fig. 2).

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

With reference to Fig. 4 and 13, in module 34, the bar construction 88 for Vierendeel girder 102 (Fig. 2) is formed.By framework joist steel Muscle structure 88 is positioned at along the structure circumference and is arranged in the mold 218 (Figure 42 and 68) at the top of prefabricated panel 74,76 and 84. Peripheral frame beam steel structure 88 can be fixed to framework along the structure circumference by metal wire, welding or other means Post bar construction 52, window post bar construction 54 and intensive post bar construction 58.Formed and be directed to next floor (if present) Short window post bar construction 56 and by metal wire, welding or other means be connected to peripheral frame beam steel structure 88.It is logical Cross metal wire, welding or other means and the inner frame beam steel structure 88 in the structure circumference is connected to the structure week Frame column bar construction 52 and peripheral frame beam steel structure 88 in boundary.

With reference to Figure 14, the window beam steel structure 64 for window beam 16 (Fig. 2) is formed.Window beam steel structure 64 is located at and is arranged on The mold 310 (Figure 66 and 67) at the top of bottom prefabricated panel 82.As described in Figure 6, by window beam steel structure 64 by metal wire, weldering Connect or other means are connected to window post bar construction 54 and short window post bar construction 56 (Fig. 6).

With reference to Fig. 4 and Figure 15, in module 36, the concrete blinding 92 that will be used to cast floor 96 (Fig. 2 and 17) is placed On prefabricated panel 74,76,84 and concrete blinding 86 (Figure 12) and it is supported.Concrete blinding 92 also defines use The mold of Vierendeel girder 10 (Fig. 2) is formed around the Vierendeel girder bar construction 88 in the structure circumference.

With reference to Fig. 4 and Figure 16, in module 38, floor bar structure 94 is formed and concrete blinding 92 is positioned over On.Floor bar structure 94 can be woven wire.Used as the replacement for casting on the spot, floor 96 can be prefabricated, and Floor described in in-site installation after other components of cast structure 8 on the spot.

With reference to Fig. 4 and Figure 17, in module 40, concrete is poured into various molds to form the intensive post frames of monolithic RC Frame structure 8, including the Vierendeel girder 10, frame column integrated with prefabricated panel 74,76,82 and 84 (for the sake of clarity not shown) 12nd, window post 14, window beam 16, short window post 18, intensive post 20 and floor 96.

With reference to Fig. 4, in module 42, can remove concrete blinding 86 and 92 to form structure after concrete drying 8.Depend on whether that additional floor, frame column bar construction 52, window post bar construction 54, short window post bar construction 56 will be formed Can or can not be protruded from floor 96 with intensive post bar construction 58.

With reference to Fig. 4, in module 44, determine whether the building includes another floor.If including after module 44 Module 46 can be followed by.Otherwise, module 48 and ending method 28 can be followed by after module 44.In module 46, dash forward Frame column bar construction 52, window bar construction 54 high and the intensive post bar construction 58 for going out vertically extend to be formed for building Build another structure 8 of next floor in thing.Each bar construction can splice branch sleeve, welding or other hands using reinforcing bar Section vertically extends.

Figure 18 shows the illustrative implementation of the bar construction of the multiple structures 8 (Fig. 2) for multiple building floors 98 Example, shown not include stirrup, wherein window post 14 (Fig. 2) and intensive post 20 (Fig. 2) is supporting member.Building 98 includes level Reinforcing bar 100,102, vertical reinforcing bar 104,66,70,112 and 114, reinforcing bar splicing branch sleeve 116,117,118, ground 50, Base bar construction 120 and blinding layer 122.

Vertical reinforcing bar 104 is a part for the frame column bar construction 52 (Fig. 5) for cast frame post 12 (Fig. 2).Hang down Straight reinforcing bar 66 is the part for casting the window post bar construction 54 (Fig. 5) of window post 14 (Fig. 2).Vertical reinforcing bar 104,66 and 114 continuously extend from the bottom of ground 50, the Vierendeel girder 10 (Fig. 2) by the first floor, the Vierendeel girder 10 in the second floor The near top of (Fig. 2) terminates.Vertical reinforcing bar 104,66 and 114 can be by splicing branch sleeve 116,117 by reinforcing bar respectively The some being connected with 118 is constituted.Alternatively, the 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 by metal wire, welds or other means are connected to the ground The bending of base bar construction 120 or hook-shaped lower end, and with by metal wire, welding or other means be connected to level The bending of reinforcing bar 102 or hook-shaped upper end, horizontal reinforcement 102 are the frameworks for casting the Vierendeel girder 10 (Fig. 2) in roof A part for beam steel structure 88 (Figure 13).Vertical reinforcing bar 104,66 and 114 can also be by metal wire, welding or other means Horizontal reinforcement 100 is connected to, horizontal reinforcement 100 is the framework beam steel for casting the Vierendeel girder 10 (Fig. 2) in intermediate floor A part for structure 88.

In the exemplary embodiment, vertical reinforcing bar 70 by metal wire, welding or other means be connected to vertical reinforcing bar 66 with Form the window post bar construction 54 (Fig. 6) for casting window post 14 (Fig. 2).Horizontal reinforcement 110 is for casting window beam 16 (Fig. 2) Window beam steel structure 64 (Fig. 6) a part.Vertical reinforcing bar 112 is the short window post reinforcing bar for casting short window post 18 (Fig. 2) A part for structure 56 (Fig. 6).In the case where horizontal reinforcement 110 intersects with vertical reinforcing bar 66,70 and 112, they are by gold Category line, welding or other means are connected.On the first floor, vertical reinforcing bar 70 and 112 has the bending or hook-shaped for entering ground Bottom extension.On the second level, vertical reinforcing bar 70 and 112 have by metal wire, weld or other means be connected to water The bending of flat reinforcing bar 100 or hook-shaped lower end.

Figure 19 shows the illustrative reality of the various intensive column framework 8 of the building 124 based on Figure 18 bar constructions Apply the side view of example.The vertical alignment and continuous in structure 8 of intensive post 20, therefore they are load-bearing.Similarly, window post 14 It is vertically aligned and continuous in structure 8.In one embodiment of the disclosure, between frame column 12 and intensive post 20, two Between individual intensive post 20, between intensive post 20 and window post 14 and the distance between window post 14 and frame column 12 " a " can be less than Or equal to 1,250mm.In one embodiment, the distance between window post 14 and short window post 18 " a " might be less that or equal to 1, 250mm。

Figure 20 shows the illustrative embodiment of the bar construction on the roof of the intensive column frameworks of the RC of building 126 Side view, show without stirrup.With the roof in Figure 18 buildings 98 conversely, for the one of frame column bar construction 52 (Fig. 5) Some vertical reinforcing bars 104 and for intensive post bar construction 58 (Fig. 5) some vertical reinforcing bars 114 from the framework beam steel on roof The horizontal reinforcement 102 of structure 88 (Figure 13) is protruded.These vertical reinforcing bars 104 and 114 for protruding can serve as on roof The anchor point of additional structure.

Figure 21 shows the explanation of the bar construction in the intensive column frameworks 8 of RC for multiple building floors 128 The side view of property embodiment, wherein window post 14 and intensive post 20 is not load-bearing.With the building 98 in Figure 18 conversely, being directed to window The vertical reinforcing bar 66 of post 14 (Fig. 2) and the vertical reinforcing bar 114 for intensive post 20 (Fig. 2) continuously extend to roof from ground 50 In Vierendeel girder 102 (Fig. 2) horizontal reinforcement 10.Instead, vertical reinforcing bar 66 and 114 between two supporting constructions (for example, Between ground 50 and Vierendeel girder 10, between the Vierendeel girder 10 of two floors and between the Vierendeel girder 10 and roof of floor) prolong Stretch.Vertical rebar 66 and 114 has the bending or hooked end for being fixed to two supporting constructions.

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 include vertical reinforcing bar 114, stirrup 132 and bottom and top cystosepiment 134.

Two ends of vertical reinforcing bar 114 extend into the lower box of ground 50/ and set a roof beam in place in 10 and upper frame beam 10.By under Portion's cystosepiment 134 be placed on the lower box of ground 50/ set a roof beam in place 10 top intensive post 20 base position.Concrete is poured into intensive The height of post 20, and top cystosepiment 134 is placed into intensive post before concrete is poured into a mould again for said frame beam 10 Top.Bottom and top cystosepiment 134 can be expanded polystyrene (EPS) (EPS) plates.This construction process ensure that intensive post 20 with the lower box of ground 50/ set a roof beam in place 10 and upper frame beam 10 be separated, and intensive post will not be produced during earthquake it is any Shearing force, therefore frame structure is main load-carrying members, and intensive post is served only for providing solid wall.

Window arrangement 22 and close in the intensive column frameworks of various RC that Figure 23 shows for multiple building floors 136 The side view of the illustrative embodiment of the alignment of clustered column 20, window arrangement and intensive post are not load-bearing in building floor.With Building 124 in Figure 19 is not conversely, window post 14 and intensive post 20 are vertical alignment in building 136.This permission is intensive Post 20 and window arrangement 22 are alternately arranged.

Figure 24 shows the side-looking of the illustrative embodiment of the concrete reinforcement structure in the intensive column frameworks 138 of RC Figure.Structure 138 utilizes concrete Covered with Angles.Beams of metal 140 and 142 is respectively used to Vierendeel girder 10 and frame column 12, instead of reinforcing bar Structure.The bottom of up to Vierendeel girder 10 can will be poured into for the concrete of intensive post 20, then beams of metal 142 can put Put on the top of intensive post.Beams of metal 140 can be steel or other materials with similar tensile strength with 142.Generation For concrete Covered with Angles, it is possible to use steel external wrapping concrete.Any one mode, Vierendeel girder 10 and frame column 12 can be provided with Rectangle, circle, L-shaped, L-shaped 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 frameworks 144 of RC. When it is load-bearing that intensive post 20 is along the structure circumference, horizontal range " x " and vertical range " y " between frame column 12 can be with Increase.Meanwhile, additional intensive post 20 can be added in the structure circumference.

Figure 26 shows the perspective of the illustrative embodiment of the intensive beams 148 of parallel RC in the intensive column frameworks 146 of RC Figure.Intensive beam 148 has the cross section smaller than Vierendeel girder 10 along the structure circumference.Intensive beam 148 is in relative Vierendeel girder Extend between 10, and alignd with intensive post 20 below Vierendeel girder.

Figure 27 shows the saturating of the illustrative embodiment of the orthogonal grid of intensive beam 152 in the intensive column frameworks 150 of RC View.Intensive beam 152 has the cross section smaller than Vierendeel girder 10 along the structure circumference.Intensive beam 152 is in relative framework Extend between beam 10, and alignd with intensive post 20 below Vierendeel girder.

Figure 28 shows the intensive post frame shear wall structures 154 of RC for floor in single floor and multi-floor building Illustrative embodiment perspective view.Structure 154 is similar with the structure in Fig. 2, but including RC shear walls 156.Shear wall 156 In the structure circumference, rather than along the structure circumference.Shear wall 156 below Vierendeel girder 10 and frame column 12 it Between extend.

Figure 29 show for single floor or multi-floor building it is floor, with L-shaped frame column 160, T-shaped frame column 162nd, the perspective of the illustrative embodiment of the intensive column frameworks 158 of the RC of cross-shape frame post 164 and variable section 166 Figure.Structure 158 is similar with the structure 8 in Fig. 2, but by the L-shaped frame column 160 of the corner of the structure of frame column 12, Replace along the cross-shape frame post 164 in the T-shaped frame column 162 and the structure circumference of the structure circumference.Similarly, by frame Set a roof beam in place and 10 replaced with variable section 166.

Figure 30 is shown for installing the full-height L-shaped turning prefabricated panel for the intensive column frameworks 158 of Figure 29 RC The perspective view of 172 illustrative embodiment.Turning prefabricated panel 172 is promoted to L-shaped frame column bar construction 168, T-shaped framework Position around post bar construction 170, window post bar construction 54 and intensive post bar construction 58.With the class of turning prefabricated panel 76 Seemingly, turning prefabricated panel 172 define for respectively L-shaped frame column bar construction 168, T-shaped frame column bar construction 170, Window post bar construction 54 and the intensive surrounding of post bar construction 58 cast L-shaped frame column 160 (Figure 29), (figure of T-shaped frame column 162 29), the mold of window post 14 (Figure 29) and intensive post 20 (Figure 29).The top of turning prefabricated panel 172 is defined in rectangle The mold of variable section 166 (Figure 29) is cast around Vierendeel girder bar construction.

Figure 31 shows the full-height linear prefabricated panel 176 of the intensive column frameworks 158 of RC for installation diagram 29 Illustrative embodiment perspective view.Straight prefabricated panel 176 is promoted to T-shaped frame column bar construction 170 and window post reinforcing bar Position around structure 54.Similar with straight prefabricated panel 74, prefabricated panel 176 is defined for respectively in T-shaped frame column steel Muscle structure 170 and the surrounding of window post bar construction 54 cast the mold of T-shaped frame column 162 (Figure 29) and window post 14 (Figure 29).Straight The top of prefabricated panel 176 is defined for casting variable section 166 (Figure 29) around variable section bar construction Mold.

Figure 32 shows the bottom prefabricated panel 82 and top dry wall for the intensive column frameworks 158 of installation diagram 29RC The perspective view of the illustrative embodiment of plate 84.Bottom prefabricated panel 82 and top prefabricated panel 84 are promoted to full-height dry wall Between position between plate, such as prefabricated panel 172 and 176.Bottom prefabricated panel 82 is defined in (the figure of short steel reinforcement cage 62 6) the window post mold 312 (Figure 66 and 67) of a part for the bottom post part 26 (Fig. 3) of window post 14 (Fig. 2) is cast around, is used for Around window beam steel structure 64 (Fig. 6) cast window beam 16 (Fig. 2) window beam mold 310 (Figure 66 and 67), in short window post The short window post mold 314 (Figure 66 and 67) of short window post 18 (Fig. 2) is cast around bar construction 56 (Fig. 6).

Top prefabricated panel 84 is fixed on the adjacent prefabricated panel 172 and 176 of the top of bottom prefabricated panel 82.Top The top of prefabricated panel 84 is defined for casting rectangle frame around the variable section bar construction at the structure circumference Set a roof beam in place the mold of 166 (Figure 29).

Figure 33 is shown with L-shaped post 160, T-shaped post 162, the cross section column 164 for single floor or multi-floor building With the perspective view of the illustrative embodiment of the intensive post frame shear wall structures 184 of the RC of variable section 166.Structure 184 and figure 29 structure 158 is similar to, but including RC shear walls 156.Shear wall 156 is located in the structure circumference rather than along the knot Structure circumference.Shear wall 156 extends below variable section 166 and between relative frame column, and frame column is, for example, T-shaped frame Trestle 162 and cross-shape frame post 164.

Figure 34 shows the intensive post with RC shear wall structures 188 of the floor for single floor or multi-floor building The perspective view of the illustrative embodiment of frame shear wall structure 186.Structure 186 is similar with the structure 8 of Fig. 2, but inner frame Beam 10 is connected in structure circumference with shear wall structure 188.Shear wall structure 188 can be rectangle, with 4 adjacent RC shearings Wall 190.One or more openings of such as door and window etc can be limited in one or more shear walls 190.

Figure 35 is shown for single floor or multi-floor building floor with L-shaped frame column 160, T-shaped frame column 162nd, the intensive post frame shear wall structure 192 of cross-shape frame post 164, variable section 166 and RC shear wall structures 188 Illustrative embodiment perspective view.Structure 192 is similar with the structure 158 of Figure 29,166 and internal shearing but interior sash is set a roof beam in place Wall construction 188 is connected.

Prefabricated panel

In one or more other embodiments of the present disclosure, prefabricated panel include cystosepiment and foam glass board, cystosepiment and The size of foam glass board is defined and is arranged to limit the mold for casting RC posts and beam.Once concrete is dried, Prefabricated panel is just locked and is combined together with concrete structure.

Cystosepiment has many shortcomings in itself.However, when by cystosepiment protection behind foam glass board, what is obtained is pre- Wallboard processed can meet the top echelons of government construction standards for weather, wind load, impact resistance and flameproof protection.

Prefabricated panel and exterior wall finish are supplied together, therefore can eliminate the pin hand generally performed for applying exterior wall finish Frame works.When prefabricated panel is produced in the factory under controlled conditions, the quality of exterior wall finish is improved.Batch production and Easy installation can make up the material cost that prefabricated panel may be higher, including reduce making for during building jumbo With.

Figure 36 shows the full-height prefabricated panel of the floor on the single floor of composition or multi-floor building and less than overall height Spend the perspective view of the illustrative embodiment of prefabricated panel.Full-height prefabricated panel constitutes the wall between window opening.Depend on and build Thing design is built, full-height prefabricated panel can be straight (for example, shown prefabricated panel 74), L shape (for example, shown is pre- Wallboard 76 processed), [shape, Z-shaped shape, W-shape or other shapes.One or more parts of full-height prefabricated panel can be outside Protrude or cave inward.Prominent and depression can be bending or straight line.Less than the top prefabricated panel structure of full-height Wall into above window and door opening.The wall below window opening is constituted less than the bottom prefabricated panel of full-height.Depend on Window is designed, and upper and lower part prefabricated panel can be straight (for example, 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.Can be similarly constructed other prefabricated panels, for example straight 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 prefabricated panel 176 (Figure 31).

Figure 37 shows the perspective view of the illustrative embodiment of the cystosepiment 202 alignd along the length of prefabricated panel 76.Bubble Foam plate 202 provides the heat insulation for prefabricated panel.Cystosepiment 202 is according to frame column mold 78 (Figure 45), intensive post mold 80 The width interval of (Figure 45) and window post mold 235 (Figure 45) is opened.Depth according to intensive post mold 80 and window post mold 235 is adjusted Save the thickness of cystosepiment 202.Cystosepiment 202 can be EPS sheet.In embodiment, can be on all surface of cystosepiment 202 Coating interfacial agents.Interfacial agents can aid in be made the waterproof of cystosepiment 202 and improves engagement with cystosepiment 202.

Figure 38 shows the perspective view of the illustrative embodiment of the foam glass board 204 for being joined to cystosepiment 202.Foam Glass plate 204 can provide heat insulation to prefabricated panel.Caementum 205 (Figure 44) is coated in foam glass board 204, then Foam glass board 204 is attached on two first type surfaces and side surface of cystosepiment 202 two ends.Foam glass board 204 top extends to form Vierendeel girder mold 218 (Figure 44) on cystosepiment 202.The inside top of foam glass board 204 can To be configured to L-shaped 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 shaped like the sky between two cystosepiments 202 Between around U 326 forming frame column mold 78 (Figure 45).

Figure 39 shows the illustrative embodiment of the mesh fabric 206 being wrapped in foam glass board 204 and cystosepiment 202 Perspective view.Mesh fabric 206 can be glass fiber mesh.Mesh fabric 206 covers foam glass board 204 and cystosepiment 202 All exposed surfaces, including foam glass board and cystosepiment interior surface.Mesh fabric 206 can be immersed in adhesive In 207 (Figure 44), it is then coated with to foam glass board 204 and cystosepiment 202.Alternatively, adhesive 207 is coated to foam glass On the exposed surface of glass plate 204 and cystosepiment 202, and mesh fabric 206 is positioned on adhesive 207.Adhesive 207 can Being elastic surface adhesive.

Figure 40 shows the perspective view applied to the illustrative embodiment of the woven wire 210 on the outside of wall.To can bond Agent or mortar 208 are coated to the inner side of the wall, and can be coated to the outside of the wall adhesive 208.Adhesive 208 Can be elastic surface adhesive, and mortar 208 can be compo.Woven wire 210 is positioned over the outer of the wall On side.In the exemplary embodiment, the bottom of the bottom of woven wire 210 and mesh fabric 206 can be twisted together by metal wire Together.The top 212 of woven wire 210 extends on the top of foam glass board 204.The top 212 of woven wire 210 helps Dropped during building and preventing concrete to be spilled over to the side of the structure downwards during pouring into a mould in material is prevented.Gold The top 212 for belonging to silk screen 210 can also be folded on the concrete for floor 96 (Figure 17), therefore woven wire is fixed to Supporting member is helping to support any exterior wall finish for being fixed to woven wire.By woven wire 210 vertically and water Square to stretching being pre-stretched woven wire.Through wall installation bolt 222 (Figure 42 to 45) and by itself and the phase of woven wire 210 Even.Bolt 222 helps to keep wall integral when concrete is poured into various molds.

Figure 41 shows the perspective view of the illustrative embodiment of the mortar 214 applied to wall outside.Mortar 214 can be Gypsum or compo.For example, mortar 214 can include the additive and such as yellow sand, stone of such as plastics and fiber etc The aggregate of sand and fine stone etc.In order to prepare outside facing, slurry 214 of plastering can be scraped to provide slotted surface.One Denier mortar 214 is dried, and woven wire 210 is kept in tension to improve shock resistance, ensure flat appearance and provide Intensity in all directions.

Figure 42 shows the perspective view of the illustrative embodiment of the outside facing 216 applied to figure wall outside.Outside decorations The non-restrictive example in face 216 can be coating facing, engagement facing or anchor ornament face.Coating facing includes coating, broken Dali Stone facing or the artificial facing of granite.Engagement facing includes outdoor tile, stone and mosaic.The outside facing 216 of arrangement it Before, suitable base coating is coated to the outside of wall first.Anchor ornament face includes metal and stone curtain wall.Such as embossment, people The decoration characteristic of work post or cornice line etc can be made up of the foam of such as EPS etc, and be glued to the appearance of the wall Face.Mesh fabric 206 with adhesive 207 is coated in into decoration characteristic and the peripheral region of the wall, and (it is then coated with Outside facing 216).Figure 43 shows the turning prefabricated panel 76 with post 352 and the bottom prefabricated panel 82 with embossment 354 Illustrative embodiment perspective view.

Figure 44 and 45 shows side and the top sectional view of the illustrative embodiment of prefabricated panel 76.With reference to Figure 42, in advance The top of wallboard processed 76 includes the Vierendeel girder mold 218 and the floor mold 220 for floor 96 for Vierendeel girder 10 (Fig. 2). The thickness " f " of the outside top of preforming wallboard 76 floor 96 higher than the inside top of prefabricated panel.Vierendeel girder mold 218 has The height " g " of Vierendeel girder 10.Bolt 222 (only one of which is visible) in Vierendeel girder mold 218 is cast positioned at the Vierendeel girder Mould bottom top distance " t " place, its concrete cover for providing the horizontal reinforcement structure 88 (Figure 13) for Vierendeel girder 10, Confrontation is possible to corrode exposure.Additional bolt 222 passes through prefabricated panel 76 at other positions.

Architrave 224 extends downwardly distance " p " from the exterior bottom of prefabricated panel 76.The top of outside facing 216 is prefabricated The outside top of wallboard 76 lower section distance " c " place, distance " c " with apart from p it is identical receiving the architrave from top prefabricated panel.Architrave 224 prevent the junction that water enters between two prefabricated panels.Architrave 224 can be prefabricated using being bonded to by adhesive 209 The foamed core material 226 or foam glass of the woven wire of wallboard 76 are formed, then with the fabric 206, adhesive of their own or Mortar 208 and woven wire 210 are covered.The mesh fabric 206 of architrave 224 and two ends of woven wire 210 and dry wall The woven wire 210 of plate 76 is connected.Mortar 214 and outside facing 216 are extended downwardly from prefabricated panel 76 and are wrapped in architrave Around 224.Turning between prefabricated panel 76 and architrave 224 can include filler rod 228.The top of architrave 224 can incline with Angle [alpha] is formed with prefabricated panel>90°.The bottom of architrave 224 can include being formed the semi-circular recesses of the line of rabbet joint 230 that drips.Filler rod 228 can be waterproof with the line of rabbet joint 230 that drips, for example, be coated with water-repellent paint or pitch.If outdoor tile is used for outside decorations Face 216, can be in the top of architrave 224 coating fillet outdoor tile.Architrave 224 can be the building element of decorative exterior wall outward appearance.

With reference to Figure 45, caementum 205 and the covering frame trestle mold 78 of mesh fabric 206, the intensive and of post mold 80 can be used The side of window post mold 235.Each mold in face of cystosepiment 202 can be reinforced with woven wire 210 and mortar 214 Both sides.Bolt 222 between Vierendeel girder 10 is located adjacent to two reinforcing sides of each mold, directly contact caementum 205 But do not enter into mold.

Figure 46 shows the perspective view of the illustrative embodiment of the bolt 222 through the mold 218 of Vierendeel girder 10.Bolt 222 external end uses the nut 236 integrated with packing ring.The gasket portion of nut 236 defines four holes, by wire The hole is twisted together to woven wire 210 and is connected with woven wire with by bolt.

Figure 47 shows the exploded view of the illustrative embodiment of bolt 222, mold of the bolt through such as mold 218 etc With in locking onto 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, often One group of inner side for arriving to mold 218.Sleeve pipe 242 is assembled to the inside end of bolt 222.Sleeve pipe 242 has and bolt 222 The internal whorl that screw thread matches and the external screw-thread that the screw thread of nut 241 matches and for accommodating and by screw swivel Dynamic head (invisible).Sleeve pipe 242 is tightened against in the inner side of prefabricated panel 76 by packing ring 239 and nut 241.Work as bolt 222 through mold when, the end of bolt should not be exposed to surrounding environment.After concrete drying, can remove exposed Nut 241, packing ring 239 and sleeve pipe 242, and the hole after they leave can be repaired.It is not passed through the bolt of any mold During 222 will not lock onto concrete, and can be gone from prefabricated panel after concrete curing divided by reusing, therefore They do not need sleeve pipe 242.Each of these bolts 222 is tightened against by packing ring 238 and nut 240 two ends In the outside and inner side of prefabricated panel 76, as shown in figures 44 and 45.

Figure 48 shows bolt 222 relative to the frame column mold 78 in prefabricated panel 76, intensive post mold 80 and window post The side view of the illustrative embodiment that mold 235 is placed.Bolt 222 is placed as to tightly abut against in each post mold Side, without through post mold.Bolt 222 is vertically aligned, and the number of bolt increases to support cast near bottom To the weight of the concrete in post mold.Bolt 222 is also shown in Vierendeel girder mold 218, it is located at Vierendeel girder mold bottom It is spaced apart near portion but above bottom.

Figure 49 is shown with for forming adding for the buttress brace that the shear wall mold 246 of shear wall is connected with shear wall The side view of the illustrative embodiment of the prefabricated panel 245 of brutal mold 247, floor mold 220 and intensive post mold 80.For Each shear wall mold 246, bolt 22 is placed as tightly abutting against the inner side of shear wall mold, and additional bolt Also through the shear wall mold.For buttress brace mold 247, bottom part down of the row's bolt 222 immediately in floor mold 220 Be spaced apart, and other bolts also through in buttress brace mold elsewhere.Due to the weight of concrete in shear wall, can be with Additional rigid member is added to strengthen precast floor slab 245.

Figure 50 shows the perspective view of the illustrative embodiment of prefabricated panel 76.When interior sash sets a roof beam in place 10 (Fig. 2) prefabricated 10 are set a roof beam in place with external surrounding frame in wallboard 76 when intersecting, rectangular slits 248 are limited at prefabricated panel inside top to accommodate interior sash Set a roof beam in place.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 when, in prefabricated panel Inside top at limit rectangular slits 250 accommodating intensive beam.When shear wall 156 (Figure 28) in prefabricated panel 76 with framework When post 12 (Figure 28) intersects, limit rectangle groove 252 to accommodate shear wall along the length of mold 78.Upper opening 254 is limited Matched with to the corresponding joint 315 (Figure 69 and 70) in top prefabricated panel 84 (Figure 69 and 70) in window post mold 235.By under Portion opening 258 is limited in window post mold 235 to match the (figure of the corresponding mold 312 in bottom prefabricated panel 82 (Figure 69 and 70) 69 and 70) match.Prefabricated panel 76 can include the mold 260 for cantilever slab, and cantilever slab is generally identical with floor 96 Horizontal plane on, and be typically used in the support apparatus of air conditioning, solar facilities or other equipment.Cantilever match plate dies 260 It is open for Vierendeel girder mold 218 and floor mold 220, and the depth f with floor 96.

Figure 51 shows the top cross-section of the illustrative embodiment of the arrangement for the center trestle mold 78 of prefabricated panel 76 Figure.In Figure 51 A, frame column mold 78 is flushed with the outside of prefabricated panel 76, so that frame column mold is inside from prefabricated panel Extend.In Figure 51 B, frame column mold 78 is located at along the center of prefabricated panel 76.In Figure 51 C, frame column mold 78 with it is pre- The inner side of wallboard processed 76 flushes, so that frame column mold stretches out from prefabricated panel.

Figure 52 is shown for the illustrative of the frame column mold 262 in prefabricated panel 76 with circular frame columns 12 The top sectional view of embodiment.As the frame column mold 78 with rectangle or square cross section, frame column mold 262 can be with Flushed with the outside of prefabricated panel 76, flushed positioned at the center along prefabricated panel 76 or with the inside of prefabricated panel.

Figure 53 shows the saying for L-shaped frame column 160 (Figure 29) and T-shaped frame column 162 (Figure 29) of prefabricated panel 76 The top sectional view of bright property embodiment.Prefabricated panel 76 has the He of L-shaped frame column mold 264 for casting L-shaped frame column 160 T-shaped frame column mold 266 for casting T-shaped frame column 162.L-shaped frame column mold 264 has external width k and thickness z.T Shape frame column mold 266 is flushed with the outside of prefabricated panel 76, therefore is extended internally from prefabricated panel.T-shaped mold 266 has width Degree k and thickness z, wherein in embodiment<K/z≤4, k >=500mm and 200mm≤z≤300mm.

Figure 54 shows the top sectional view of the illustrative embodiment of the prefabricated panel 76 integrated with L and T-shaped shear wall.In advance Wallboard processed 76 has for casting the L shape shear wall mold 268 of L shape shear wall, the T-shaped for casting T shape shear wall Shape shear wall mold 270, the intensive post mold 80 for casting intensive post 20 (Fig. 2) and L and T shape are sheared for casting The buttress brace mold 247 of the connected buttress brace of wall.L shape shear wall mold 268 and T shape shear wall mold 270 have width K and thickness z, wherein with post conversely, k/z >=5 are the restrictions for shear wall in embodiment.

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

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

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

Figure 58 and 59 shows the front and side of the illustrative embodiment of the prefabricated panel 266 used in plate-column system Face sectional view.Prefabricated panel 266 includes the column cap mold 276 for casting column cap, and it casts for floor mold 220 and frame column Mould 78 is open.Column cap mold 276 has trapezoidal shape.When the plate-column system does not have any Vierendeel girder, dry wall Plate 266 does not include the mold for Vierendeel girder.Inside top building thickness of slab of the outside top of prefabricated panel 266 than prefabricated panel Degree f.

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

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

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

Figure 63 shows the front cross-sectional view of the illustrative embodiment of the prefabricated panel 285 with spool support 286.Figure 64 Show the perspective view of the illustrative embodiment of spool support 286.When prefabricated panel 285 provides the sky for any type spool Between (such as be vented spool or HVAC spools) when can use spool support 286.Spool support 286 can be with centre bore Wooden unit.Hole can be arranged on top side, left side and the right side of spool support 286, plastic expansion anchoring 288 is placed into the hole In, and metal bolts 290 are screwed in plastic expansion anchoring.Top bolt 290 is protruded into for horizontal RC components (example Such as Vierendeel girder) mold 292 in, and side bolt 290 protrude into for vertical RC components (such as framework, window or Intensive post) mold 294 in.

Figure 65 shows that the side of the illustrative embodiment of the prefabricated panel 295 to form a top of building floor part is cut Face figure.Prefabricated panel 295 has the construction similar with the prefabricated panel 76 in Figure 44.When building has pitched roof, can be with Prefabricated panel 295 is integrated with the external slot of such as drip molding 296 etc.Drip molding 296 can be metal, plastics or it is any its His suitable material.Cornice is formed around drip molding 296.Woven wire 210 is fixed to prefabricated panel 295 outside it After cornice is installed.The U 297 that cornice is made of the material by such as EPS etc is formed.By the net with adhesive 207 Eye fabric 206 parcel to around U 297, and by metal wire by the end of mesh fabric and the gold of prefabricated panel 295 Category silk screen 210 is connected.Then adhesive 208 and woven wire 210 are applied to the both sides of cornice.The woven wire 210 of cornice It is connected with the woven wire 210 of prefabricated panel 295 at one end, the other end is at the top of drip molding 296 together with oneself circle. Another layer of mortar 214 and outside facing 216 are applied to cornice.Bolt 222 extends from the lateral surface of cornice, through cornice Medial surface, enter into for cast concrete roof on the spot mold 300 in.Bolt 222 can be twisted together to coagulation earth house The bar construction on top.Bolt 222 can be by bolt around plastic bushing 298 and it is weather-proof.

The bottom of cornice can have semi-circular recesses, and the semi-circular recesses form the line of rabbet joint 230 that drips.Cornice line can Being the building element of decorative exterior wall outward appearance.

When using cast concrete roof on the spot, the outside top of prefabricated panel 295 can be inclined according to angle " β ", To form the interface with roof.The outside top waterproof layer 302 of prefabricated panel 295 is covered, and waterproof layer can be barrier film, pitch Layer or waterproof coating.

Figure 66 shows the perspective back view of the illustrative embodiment of straight full-height prefabricated panel 304, and the straight is complete Height prefabricated panel 304 is combined with the component of straight prefabricated panel 74, bottom prefabricated panel 82 and top prefabricated panel 84.When two Individual window position can use prefabricated panel 304 when close to each other.Every side of prefabricated panel 304 forms bottom prefabricated panel 82 With the half of top prefabricated panel 84, therefore prefabricated panel 304 include window beam mold 310 and short window post mold 314.Window post mold 235 immediate vicinities for being located at prefabricated panel 304.Vierendeel girder mold 218 and joint 315 are formed at the top of prefabricated panel 304.In advance Every side of wallboard processed 304 can be with second half (not the having joint) for forming bottom prefabricated panel 82 and top prefabricated panel 84 Another prefabricated panel side interface connection.

Figure 67 shows the perspective back view of the illustrative embodiment of turning full-height prefabricated panel 305, and the turning is complete Height prefabricated panel 305 is combined with the component of turning prefabricated panel 76, bottom prefabricated panel 82 and top prefabricated panel 84.Example Such as, the right side of prefabricated panel 305 forms the half of bottom prefabricated panel 82 and top prefabricated panel 84, therefore prefabricated panel 305 include window beam mold 310 and short window post mold 314.Window post mold 235 is located at the corner of prefabricated panel 305.Vierendeel girder is cast Mould 218 and joint 315 are formed at the top of prefabricated panel 305.

The right side of prefabricated panel 304 can with formed bottom prefabricated panel 82 and top prefabricated panel 84 second half (no With joint 315) another prefabricated panel side interface connection.The left side of prefabricated panel 305 is such as turning prefabricated panel 76 side, and including the upper opening 254 and lower openings 258 in window post mold 235.The left side of prefabricated panel 305 can It is connected with bottom prefabricated panel 82 and top prefabricated panel 84.

Figure 68 shows the side cross-sectional views of the illustrative embodiment of bottom prefabricated panel 82.Bottom prefabricated panel 82 has The construction similar with the low portion of the prefabricated panel 767 in Figure 44.The top of bottom prefabricated panel 82 includes window beam mold 310.Window beam mold 310 has the height " q " of window beam 16 (Fig. 2).Bolt 222 in mold 310 (only one of which is visible) Positioned at cast base top at t, there is provided for the concrete cover of the horizontal reinforcement structure 64 (Fig. 6) of window beam 16, Corroded to resist possible exposure.Additional bolt 222 passes through bottom prefabricated panel 82 in other positions.

Architrave 224 is extended downwardly apart from p from the exterior bottom of bottom prefabricated panel 82.Apart from p and positioned at prefabricated panel 82 The prefabricated panel of lower section it is identical apart from c.The construction of architrave 224 is as preceding reference Figure 42 is described.

Figure 69 and 70 shows the perspective front of the illustrative embodiment of bottom prefabricated panel 82 and top prefabricated panel 84 Figure and rearview.The top of prefabricated panel 82 includes the window beam mold 310 for casting window beam 16 (Fig. 2).Prefabricated panel 82 Two sides include the window post mold 312 of the low portion for casting window post 14 (Fig. 2).Window post mold 312 has and adjoining The height that the height of the lower openings 258 (Figure 72) of the window post mold 235 (Figure 72) in prefabricated panel 74 or 76 (Figure 72) matches Degree " j ".The middle part of prefabricated panel 82 includes the mold 314 for casting short window post 18.Woven wire 21 is from the preforming wall in bottom The top of plate 82 and both sides extend.

Figure 71 shows the side cross-sectional views of the illustrative embodiment of top prefabricated panel 84.Top prefabricated panel 84 has The construction similar with the upper part of the prefabricated panel 76 in Figure 44.The outside top of the preforming wallboard 84 in top is more prefabricated than top The inside top slab thickness f high of wallboard.Vierendeel girder mold 218 has framework depth of beam g.Bolt in Vierendeel girder mold 218 222 (only one of which is visible) are located at Vierendeel girder cast base top at t, there is provided for Vierendeel girder 10 (Fig. 2) The concrete cover of Vierendeel girder bar construction 88 (Figure 13), corrodes for resisting possible exposure.Additional bolt 222 is at it He passes through top prefabricated panel 84 in position.The bottom of top prefabricated panel 84 can include the line of rabbet joint 230 that drips.

Go back with reference to Figure 69 and 70, woven wire 210 extends from the top of prefabricated panel 84 and both sides.Prefabricated panel 84 Both sides include prominent block 315, and the block of the protrusion has and the window post mold in adjacent prefabricated panel 74 or 76 (Figure 72) Width " r ", height " s " and depth " v " that the size of the upper opening 254 (Figure 72) of 235 (Figure 72) matches.

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

Figure 73 shows the illustrative implementation rather than the top prefabricated panel 84 of cystosepiment 202 with embedded beam 316 The sectional view of example.Figure 74 shows the perspective view of the illustrative embodiment of beam 316.Beam 316 can be wooden unit.On the top of beam 316 Portion, left side and right side providing holes, plastic expansion anchoring 288 is placed into the hole, and metal bolts 290 is screwed to described In plastic expansion anchoring.Then beam 316 is fixed to top prefabricated panel 84, wherein top metal bolt 290 protrudes into frame Set a roof beam in place in mold 218 (Figure 69), and side metal bolt 290 from block 315 protrude into window post mold 235 (Figure 72) in it is upper Portion opening 254 (Figure 72).

Figure 75 shows the front view of the illustrative embodiment of the preforming wallboard 82 in bottom.Bottom prefabricated panel 82 is included extremely Few a window post mold 312 and a short window post mold 314.When bottom prefabricated panel 82 is more long, the short window post 18 (Fig. 2) Number increase, and adjacent short window post mold 314 a spaced apart, wherein in embodiment, a≤1,250mm.It is similar Ground, adjacent window post mold 312 and short window post mold 314 a spaced apart.

Figure 76 shows the illustrative embodiment of the bottom prefabricated panel 82 of bending and the top prefabricated panel 84 of bending Perspective view, the bay window (for example, bow window) that it provides bending.Top prefabricated panel 84 can include bending cantilever match plate dies 260, it is open and with floor depth f for Vierendeel girder mold 218 and floor mold 220.Top prefabricated panel 84 The embedded beam 316 (Figure 73 and 74) of bending can be included.Bottom prefabricated panel 82 includes the window beam mold 310, window post of bending Mold 312 and short window post mold 314.In embodiment, short window post mold 314 is evenly spaced apart according to distance≤600mm.

Figure 77 shows the preforming wallboard 84 of polygon bottom prefabricated panel 82 and polygon top for providing bay window Illustrative embodiment perspective view.Top prefabricated panel 84 can include polygon cantilever match plate dies 260, and it is for Vierendeel girder Mold 218 and floor mold 220 are open and with floor depth f.Top prefabricated panel 84 can include trapezoidal insertion Formula beam 316 (Figure 73 and 74).Bottom prefabricated panel 82 includes trapezoid window beam mold 310, short window post mold 314 and window post mold 312.In embodiment, short window post mold 314 is positioned over the corner of bottom prefabricated panel 82, and with distance≤1, 250mm is spaced apart.

Figure 78 and 79 show the illustrative embodiment of the preforming wallboard 84 of bottom prefabricated panel 82 and top top and Bottom perspective view.Bottom prefabricated panel 82 includes the cantilever match plate dies 317 for casting cantilever slab below window.Cantilever slab is cast Mould 317 is open for window beam mold 310.Cantilever match plate dies 317 can include the bracket mold for casting Support bracket 318, bracket mold is open for window post mold 312 and short window post mold 314.Top prefabricated panel 84 can include being used for The mold 260 of cantilever slab is cast above window.The bottom of cantilever match plate dies 260 and 317 includes the line of rabbet joint 230 that drips.

Figure 80 shows the bottom perspective that the illustrative embodiment of the top prefabricated panel 84 of balcony is provided in floor above Figure.Top prefabricated panel 84 includes the cantilever match plate dies 317 for casting cantilever slab, and it is for Vierendeel girder mold 218 and floor Mold 220 is open.Cantilever match plate dies 317 includes the bracket mold 318 for casting Support bracket.Cantilever match plate dies 317 Bottom include dripping the line of rabbet joint 230.

Figure 81 shows the perspective view of the illustrative embodiment of the top prefabricated panel 84 with roof 320.Using top Foamed core material in prefabricated panel 84 implements the base shape on roof 320.Roof 320 can be by ceramic tile or other suitable roofs Material is covered.

Figure 82 shows the top sectional view of the illustrative embodiment of bottom prefabricated panel 82, and the bottom prefabricated panel is The shear wall interconnected with the floor of lower section.Prefabricated panel 82 can be connected with the beam of floor from below, thus which defines The space that top, bottom and side open.Two preforming walls that bottom prefabricated panel 82 is coupled essentially by bolt 222 Unit.

In above-mentioned prefabricated panel, cystosepiment 202 can be replaced with foam glass board 204.Can by mortar 208 or 214 are replaced with dry mix.Foam glass board 204 can be replaced with perlite, silicate thermal insulation board or aeroge.Can be with By extruded polystyrene (XPS) plate of eps foam plate 202, polyurethane rigid foams (PUR) plate, polyethylene (PE) plate Or phenol formaldehyde foam (PF) plate replaces.In addition, the prefabricated panel can use cystosepiment 202 or the conduct of foam glass board 204 Unique insulating materials.

The system for manufacturing prefabricated panel

Figure 83 and 84 shows the wall stand 402 of the part as the production system for completing above-mentioned straight prefabricated panel Illustrative embodiment perspective assembled view and decomposition view.Wall stand 402 includes one or more posts 404 and two or more Support 406.Post 404 includes four post L-brackets 408, is connected by rectangular bracket 410 inside it.The size of post 404 is relied on In the post that it is showed in prefabricated panel.L-bracket 411 is attached to by two base L-shaped supports by screw 250 and nut 252 Frame 412, carrys out the lower end of fixed column 404.Support 406 includes the installing plate 414 fixed by being soldered to cotter joint 416, Cotter joint is fixed by welding to bedplate 418.Post 404 passes through the phase of installing plate 414 of base L-bracket 412 and support 406 Even, wherein base L-bracket is assembled to around the both sides of installing plate and is fixed by screw 250 and nut 252.Base L-shaped Bracket 412 has multiple mounting holes, therefore, it can metering needle to post 404 and the mount point of support 406.Post 404 can pass through Support 406 is rotated to horizontal level from upright position, and vice versa.

Figure 85 and 86 shows the level device 422 of the track 420 and such as roller etc as a production system part Illustrative embodiment perspective view.Figure 86 shows the amplifier section of Figure 85.Figure 87 shows the explanation of the track 420 of Figure 85 The sectional view of property embodiment.With reference to Figure 85,86 and 87, track 420 includes U 424 and U C-shaped channel side by side 426th, installing plate 429 and have that the bolt 428 being assembled in the groove of C-shaped channel is connected with U-shaped and C-shaped channel one end The pivot support frame 430 of height adjusting screws.Bolt 428 can be fixed by nut 437 along C-shaped channel 426.

Figure 88 shows the exploded view of the illustrative embodiment of the roller 422 of Figure 85.Roller 422 includes pipe 434 and pipe Wheel 436 at sub- two ends.Pipe 434 can be oval, therefore when it is rolled on motor, can adjust what is applied Pressure.Wheel 436 is assembled in two Us of parallel orbit 420 424.Figure 89 shows the illustrative of the bar 434 of Figure 88 The sectional view of embodiment.Go back to refer to Figure 88, oval plug 460 is located inside pipe 434, and oval lid 462 is located at pipe Two ends, and shaft 464 passes through the bearing 466 in plug and lid.Wheel 436 with bearing 466 is located at lid Two ends of the shaft 464 outside 462.The shaft that each lid 462 is positioned between two nuts 468 On 464.On the shaft 464 that each wheel 436 is positioned between nut 468 and shaft cap 470.Pipe 434 can Rotated freely through with around shaft 464.

Figure 90 shows the saturating of 3 illustrative embodiments of the wall stand of post 404 402 having mounted on 4 supports 406 View, wherein the shared common support of adjacent post.Mold in prefabricated panel, the number of adjustable column 404, size and Every.Wooden sleeve 438 is assembled on post 404.By prefabricated panel, a small amount of woven wire 210 (Figure 44), (figure of mortar 214 44) lifted and be assembled in wall stand 402 with outside facing 216 (Figure 44), the post mold storage wall stand wherein in prefabricated panel Corresponding wooden sleeve pipe 438.

Figure 91 shows the perspective view of the illustrative embodiment of wall stand 402, wherein be mounted with prefabricated panel 439 and from hang down Straight position is rotated to horizontal level.Figure 92 shows the zoomed-in view of a part of Figure 91.With reference to both Figure 91 and 92, by two Cross track 420 is fixed on the base L-bracket 412 of wall stand 402 by their installing plate 429.Cross track 420 is spaced The width of about prefabricated panel 439 is opened, therefore cross track is near the side of prefabricated panel.Top rail 420 orientate as according to The distance of the about height of prefabricated panel 439 is parallel with wall stand 402, therefore top rail is in the near top of prefabricated panel 439.Note Meaning, top rail 420 is included in two the two of end expansion screws 430.Then by the woven wire of prefabricated panel 439 210 three sides are fixed on three bolts of track 420 428, are tensed with ensuring that they are in when mortar 214 is applied State and flat against prefabricated panel 439.

Figure 93 shows the perspective view of the illustrative embodiment of wall stand 402 and roller 422.Generally by mortar 214 apply to On the woven wire 210 of prefabricated panel 439.Then roller 422 is placed on track 420 along the both sides of prefabricated panel 439, so Roll to provide the consistent flat surfaces on prefabricated panel 439 on mortar 214 afterwards.Can select the wheel 436 of roller 422 with The mortar 214 of suitable thickness is provided.Instead of roller 422, flat punch die may be used to provide consistent flat on prefabricated panel 439 Surface.

Figure 94 shows the perspective view applied to the illustrative embodiment of the outside facing 216 on prefabricated panel.Outside decorations The non-limiting example in face 216 can be outdoor tile.To restrict on 430 bolts 428 being wrapped between relative orbit 420, with Form the guiding for laying outdoor tile 216.The bolt 428 in size regulation C-shaped channel 426 according to outdoor tile 216 Between interval.

Figure 95 shows the illustrative reality of the wall stand 480 as the production system part for completing turning prefabricated panel Apply the perspective view of example.Wall stand 480 includes one or more posts 404 being installed on two or more supports 406.By pillar 406 It is installed on extended column 482 so that their length of lifting to more than ground about one of two parts of turning prefabricated panel are attached Closely.One support of end 406 includes the L-shaped installing plate 484 with mounting hole, and post 404 is fixed into L by screw Matching one of two parts of turning prefabricated panel on shape installing plate.

The intensive rod structure of armored concrete

In one or more other embodiments of the present disclosure, the intensive rod structures of RC include along structure circumference the intensive posts of RC, with And the RC ring beams above intensive post, but not including that RC framework beam and columns.The lightweight being made up of wood or steel column with wherein wall Frame structure is different, intensive post has more preferable weight capacity and a fire line, and typically protection against insect.In addition, dry wall The use of plate reduces building time and cost.

Figure 96 shows the illustrative embodiment of the intensive rod structures 500 of the RC of floor in single floor or multi-floor building Perspective view.Structure 500 include window arrangement 22, each include 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, some components only be marked in Figure 96 and remaining accompanying drawing.

Different from the intensive column frameworks 8 of the RC of Fig. 2, the intensive rod structures 500 of RC are not have Vierendeel girder in beam infall 10 and the frame structure of the grid of frame column 12.Instead, intensive post 20 and window arrangement 22 are positioned along structure circumference.Intensive post 20 are also positioned in structure circumference.Ring beam 502 is formed at intensive post 20 and the top of window arrangement 22 is twisted together one with by structure 50 Rise.Note, ring beam 502 is exclusive feature for the intensive rod structures 500 of RC, can not in the intensive column frameworks 8 of RC Find.

The intensive rod structures 500 of RC can be built according to the intensive similar modes of column framework 8 of RC.As shown in Figure 97, Form the ground with vertical prominent window post bar construction 54, short window post bar construction 56 and intensive post bar construction 58.

As shown in Figure 98, straight prefabricated panel 74 and turning prefabricated panel 76 are promoted to corresponding vertical bar construction week The position enclosed.Different from foregoing prefabricated panel 74 and 76, these prefabricated panels are merely defined in (the figure of window post bar construction 54 97) mold of window post 16 (Figure 96) and intensive post 20 (Fig. 2) and around intensive post bar construction 58 (Figure 97) is cast.Prefabricated panel 74 and 76 top is defined for the mold along structure circumference casting ring beam 502 (Figure 96).

Figure 99 shows the perspective of the illustrative embodiment for installing bottom prefabricated panel 82 and top prefabricated panel 84 Figure.Bottom prefabricated panel 82 and top prefabricated panel 84 are promoted to the position between prefabricated panel 74 and 76.Bottom is preforming Wallboard 82 is defined for the bottom post part 26 (Fig. 3) of casting window post 14 (Figure 96) around short steel reinforcement cage 62 (Fig. 6), is used for Window beam 16 (Figure 96) is cast around window beam steel structure 64 (Fig. 6) and for being cast around short window bar construction 56 (Fig. 6) Make the mold of short window post 18 (Figure 96).

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

Concrete blinding 86 internally is formed around intensive post bar construction 58 in the structure circumference.Concrete blinding 86 is limited The mold for the intensive internal intensive post 20 (Figure 96) of the surrounding of post bar construction 58 casting is internally determined.

With reference to Figure 100 and 101, the ring beam bar construction 506 for ring beam 502 (Figure 90) is formed.Institute in Fig. 9 can be used Any bar construction for showing implements ring beam bar construction 506.The peripheral ring beam bar construction 506 of structure periphery is at turning Place's bending, therefore it keeps continuous in the structure periphery.Peripheral ring beam bar construction 506 is promoted to window post reinforcing bar knot On structure 54 and intensive post bar construction 58 and lifted in the mold set on the top of prefabricated panel 74,76 and 84.Periphery Ring beam bar construction 506 is connected to window post bar construction 54 and intensive post bar construction by metal wire, welding or other means 58.If there is next floor, form the short window post bar construction for next floor, and passed through metal wire, Welding or other means are connected to ring beam bar construction 506.The inner loop beam steel structure 506 in structure circumference is formed, and Passed through metal wire, welding or other means and be connected to peripheral ring beam bar construction 506 and intensive post bar construction 58.

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

With reference to Figure 102, the concrete blinding 92 that will be used to cast floor 96 (Figure 96) is placed on prefabricated panel 74,76 and 84 On (Figure 99) and concrete blinding 86 (Figure 99) and by prefabricated panel 74,76 and 84 (Figure 99) and concrete blinding 86 (Figure 99) Support.Concrete blinding 92 also defines the mold for forming ring beam 502 (Figure 96).

With reference to Figure 103, form the floor bar structure 94 for floor 96 (Figure 96) and be placed on concrete mould On plate 92.Floor bar structure 94 can be woven wire.Used as the replacement for casting floor 96 on the spot, the floor can be pre- System, and by floor in-site installation after other components of cast structure 500.

With reference to Figure 104, concrete is poured into various molds to form the intensive rod structures 500 of monolithic RC, the monolithic The intensive rod structures of RC include window post 14, window beam 16, short window post 18, intensive post 20 and floor 96.It is intensive in order to clearly demonstrate RC Column framework 500, prefabricated panel 74,76,82 and 84 are not shown.Concrete mould can be removed after concrete is dry Plate 86 (Figure 99) is forming structure 500.Depend on whether that additional floor will be formed, bar construction 54,56 and 58 can be from building Plate 96 is protruded or not protruded.Bar construction 54 and 58 can vertically extend to be formed for next floor in building Next structure 500.Each bar construction can be attached by using reinforcing bar splicing branch sleeve, welding or the addition of other means Plus part extend vertically.

Figure 105 shows the plan of the illustrative embodiment of ring beam 502 and intensive post 20.Ring beam 502 is in structure week The continuity reinforcement(bar) beams of concrete of intensive post 20, window arrangement 22 (Figure 99) and door 505 (Figure 99) is connected around boundary.Ring beam 502 can be straight or bending.Intensive post 20 is located at turning and the infall of ring beam 502.The intensive edge of post 20 in periphery Structure circumference is separated apart from a, wherein in embodiment, a≤1,250mm.Form any two window post 14 of window arrangement 202 The distance between any intensive post 20 of the distance between (Figure 99) or formation door 505 is not limited to apart from a.Structure week The intensive post 20 in inside in boundary separates distance " b ", and the distance " b " depends on depth of building.Apart from b for high constructure It is smaller and larger for short building.

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

Window post bar construction 54 and intensive post bar construction 58 are extended into blinding layer 510.In blinding layer 510 In, there is bending or hooked end to lock itself into concrete for the end of window post bar construction 54 and intensive post bar construction 58 In.Window post bar construction 54 and intensive post bar construction 58 continuously extend from the bottom of blinding layer 510, pass through ring in bottom Beam steel structure 506A, intermediate layer through ring beam bar construction 506B and roof enter ring beam bar construction 506C in. In ring beam bar construction 506C, window post bar construction 54 and intensive post bar construction 58 have bending or hooked end with by its In locking onto concrete.Window post bar construction 54, intensive post bar construction 58 and ring beam bar construction 506A, 506B and 506C lead to Metal wire, welding or other means are crossed to clench.Window post bar construction 54 and intensive post bar construction 58 can be by passing through The connected some of reinforcing bar splicing branch sleeve 118 is constituted.In the post bar construction 58 of window post bar construction 54 or intensive and ring Near the crosspoint of beam steel structure 506, the number of window column tie-bar 68 or intensive column tie-bar 519 and ring beam stirrup 518 can increase Plus.

When ground includes fragment of brick foundation wall 512, cast around window bar construction 54 and intensive post bar construction 58 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 twisted together to window bar construction 54 and intensive post reinforcing bar through post 514 and by metal wire, welding or other means Structure 58.It is this to be arranged such that fragment of brick foundation wall 512 and intensive post 20 are integrally formed.When the distance between intensive post 20 is shorter When, reinforcing bar 516 can be continuous section.

Short steel reinforcement cage 62 is twisted together to all of bar construction 60 to form window post bar construction 54 by stirrup 72.In window beam In the case that bar construction 64 and window post bar construction 54 intersect, they can be twisted together by metal wire, welding or other means Together.Short window post bar construction 56 and short steel reinforcement cage 62 window beam steel structure 64, bottom ring beam bar construction 506A with And there is bending or hooked end in the ring beam bar construction 506B in intermediate layer, with locking onto 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 include outside reinforcing bar 558 and internal reinforcing bar 560.Intensive post bar construction 58 can be from the inside of ring beam bar construction or outer Portion passes through peripheral ring beam bar construction 506.Ring beam stirrup 518 is fixed to intensive post by metal wire, welding or other means Bar construction 58.The number of ring beam stirrup 518 can intersect with intensive post bar construction 58 (and window post bar construction 54) Place increases, but the spacing of regulation stirrup so that and stirrup does not influence the cast of concrete.Can be added with ring beam reinforced steel 520 Gu the turning.

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, the end section is connected by relative to end section into 135 degree of stage casing part.Go back to join Examine Figure 107, the end section of ring beam reinforced steel 520 be placed as it is parallel with the quadrature component of peripheral ring beam outside reinforcing bar 558, and And the stage casing of ring beam reinforced steel passes through intensive post bar construction 58.

Figure 109 shows the top view of the illustrative embodiment of peripheral ring beam bar construction 506.Instead of continuous outer collarette Beam inside reinforcing bar 560, uses the orthogonal peripheral ring beam inside reinforcing bar 560 with bending or hooked end.Peripheral ring beam inside steel Muscle 560 intersects and extends, and until their end, peripherally located ring beam outside reinforcing bar 558 is nearby and in parallel.It is logical Cross metal wire, welding or other means the bent back ends of peripheral ring beam inside reinforcing bar 560 are twisted together to peripheral ring beam outside reinforcing bar 560。

Figure 110 shows the top view of the illustrative embodiment that the T-shaped of structure 500 (Figure 96) is intersected.The T-shaped intersects bag Include the peripheral ring beam bar construction 506 with outside reinforcing bar 558 and internal reinforcing bar 560 and the inside ring beam with reinforcing bar 562 Bar construction 506.In the T-shaped infall, the end of inner loop beam steel 562 bend in opposite direction with peripheral ring beam Outside reinforcing bar 558 is parallel.The bent back ends of inner loop beam steel 562 are fixed to by metal wire, welding or other means outer Collarette beam outside reinforcing bar 558.

Intensive post bar construction 58 can pass through the T-shaped from inside or outside the T-shaped of ring beam bar construction 506 intersection Intersect.In the case where intensive post bar construction 58 intersects through the T-shaped, by metal wire, welding or other means by ring Beam stirrup 518 is fixed to intensive post bar construction.The number of ring beam stirrup 518 can intersect with intensive post bar construction 58 Nearby increase, but the spacing of stirrup does not influence the cast of concrete.The T-shaped can be reinforced using ring beam reinforced steel 520 Intersect.Internally in ring beam bar construction 506, ring beam reinforced steel 520 is intersected, and external rings are then entered in opposite direction In beam steel structure 506.

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

Intensive post bar construction 58 can be from inside or outside the decussation of ring beam bar construction 506 described in Decussation.In the case where intensive post bar construction 58 passes through the decussation, by metal wire, weld or other Ring beam stirrup 518 is fixed to intensive post bar construction by means.The number of ring beam stirrup 518 can with intensive post bar construction Increase near 58 intersection, but the spacing of the stirrup does not influence the cast of concrete.Ring beam reinforced steel 520 can be utilized Reinforce the decussation.Each ring beam reinforced steel 520 extends from an end of inner loop beam steel structure 506, In the ring beam for meeting reinforces on spiral the adjacent end for passing through and entering other inner loop beam steel structures 506.

Figure 112 and 113 shows the reinforcing bar for the cantilever beam extended from intensive post 20 (Figure 96) and ring beam 502 (Figure 96) The side cross-sectional views of the illustrative embodiment of structure.Bar construction for cantilever beam includes upper reinforcement 522, lower rebar 524th, reinforced steel 526 and stirrup 528.Cantilever beam upper reinforcement 522 extends through intensive post bar construction 58 and enters outer In collarette beam steel structure 506.Cantilever beam upper reinforcement 522 have two bending or hooked end, and by metal wire, Welding or other means are fixed to the upper reinforcement 527 of peripheral ring beam bar construction 506.Cantilever beam lower rebar 524 is extended into In entering intensive post bar construction 58, and with two bendings or hooked end.Cantilever beam reinforced steel 526 is located at upper reinforcement Between 522 and lower rebar 524, and also extend across intensive post bar construction 58 and enter peripheral ring beam bar construction In 506.Cantilever beam stirrup 528 is twisted together to cantilever beam upper reinforcement 522, bottom steel by metal wire, welding or other means Muscle 524 and reinforced steel 526.

Figure 114 shows the perspective of the illustrative embodiment of the building 530 of the multiple floors with structure 500 (Figure 96) Figure.As described above, window post 14 and intensive post 20 are the RC posts for being located at the lower section of ring beam 502.Window post 14 and intensive post 20 are load-bearing, And their same characteristic features of floor with above and below align.Window post 14 and intensive post 20 are from top floor downwards to ground 50 It is continuous.Ring beam 502 is located on each floor.

Building 530 includes the pitched roof 532 on RC spine 534, RC rafters 536 and RC purlins 538, RC spine 534, RC rafters 536 and RC purlins 538 are all connected to roof ring beam 502 by intensive post 20, and are all that monolithic casts on the spot.Intensive post 20 prolongs Stretch and cross roof ring beam 502 and intersected with rafter 536.Purlin 538 aligns at rafter 536 with intensive post 20, by pitched roof 532 Load be 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).For The bar construction 540 of roof rafter 536 (Figure 114) splices branch sleeve 118 and intensive post reinforcing bar an end by reinforcing bar Structure 58 is connected.Other intensive post bar constructions 58 extend across roof ring beam bar construction 506C, with rafter bar construction 540 parallel bent back ends, and bent back ends are fixed to rafter bar construction 540 by metal wire, welding or other means.

Figure 116 shows that the two opposite sides in building 542 have the parallel RC across two parts of ring beam 502 intensive The perspective view of the illustrative embodiment of the building 542 of beam 544.Can be in the two of ring beam 502 beneath portions by intensive beam 544 Alignd with window post 14 and intensive post 20.

Figure 117 is shown at four sides of building 546 has the orthogonal RC across four parts of ring beam 502 close Collect the perspective view of the illustrative embodiment of the building 546 of the grid of beam 548.Can will be close in the four of ring beam 502 beneath portions Collection beam 548 aligns with window post 14 and intensive post 20.Load is directly transferred to intensive post by the beam from floor.

Figure 118 and 119 shows the perspective view of the illustrative embodiment of the building 550 with turning window.Show at this In example embodiment, the size of turning window can be minimized, be, for example, less than the window (Figure 99) provided by window arrangement 22.Window Beam steel structure 64 has bending or the hooked end extended sufficiently into window post bar construction 54.Short window post bar construction 56 have bending or the hooked end for extending sufficiently into window beam steel structure 64 and ground 50.Short window post 18 can have L-shaped Section.Seismic (seismal is transferred to window beam 16, is transferred to short window post 18 and ground 50 from window beam from window post 14.Window post 14 and short window post 18 can include additional reinforcing bar to support the additional seismic (seismal produced by turning window arrangement.

Figure 120 shows the perspective view of the illustrative embodiment of the building 552 to being combined with structure 8 and 500, does not include Prefabricated panel.In building 552, it is possible to use the intensive column frameworks 8 of RC construct the first floor, while using the intensive posts of RC Structure 500 constructs upper floor.Intensive post 20 in structure 8 can continue in structure 50.Frame column 12 can also be used as knot Intensive post 20 in structure 500 continues.The combination of structure 8 and 500 can replace frame structure 12 by using intensive post 20 Variation in rigidity is prevented, is improved antiseismic property and is reduced cost.Building 552 be adapted to the first floor is commercial and upper floor It is being used in mixed way for house.But in the first floor using there is no any intensive post 20 between frame column frame column, this allow for Business application installs big display case.

Figure 121 shows the side cross-sectional views of the illustrative embodiment of the bar construction of building 552 (Figure 120).Frame Like that, the intensive post reinforcing bar 114 (or window post reinforcing bar 106) in the first floor is with by metal wire, welding for trestle reinforcing bar 104 Or other means are fixed to bending or the hooked end of the woven wire 122 in ground 50.Intensive post reinforcing bar 114 (or window post Reinforcing bar 106) then continuously upwardly extend, through framework beam steel 100, any floor ring beam reinforcing bar 506B, eventually arrive at room Apical ring beam 506C (Figure 99).The intensive post reinforcing bar 114 started in the second floor has solid by metal wire, welding or other means Surely bending or the hooked end of framework beam steel 100 are arrived.The intensive post reinforcing bar 114 continued from frame column reinforcing bar 104 passes through reinforcing bar Splicing branch sleeve 554 is connected.

Figure 122 shows the perspective view of the illustrative embodiment of the intensive rod structures 556 of RC.Structure 556 and the (figure of structure 500 96) it is similar to, but with the addition of architrave 557 around the structure stage casing, so as to instead of window beam 16 (Figure 96).Top and The short intensive post 564 in bottom also instead of window post 14 and intensive post 20.

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

Theme described in the disclosure illustrate sometimes different parts be included in different miscellaneous parts or different parts with Different miscellaneous parts is connected.It should be appreciated that the framework of so description is example, in fact can realize that many can be realized Other frameworks of identical function.Conceptually, effectively " associate " it is used to realize any setting of the part of identical function, so that Realize required function.Therefore, combination realizes that any two part of concrete function can be considered as each other here " association " so as to Realize required function, regardless of whether framework or intermediate member how.Equally, the part of any two so association can also be regarded as It is each other " be operably connected " or " be operatively coupled " to realize required function, and any two portion that can so associate Part can also be considered as each other " can be operatively coupled " to realize required function.The specific example that can be operatively coupled includes But be not limited to can physically to connect and/or physically interactive part, and/or wireless interaction and/or wireless interactive part, And/or logic interaction and/or can logic interaction part.

To any use on most and/or singular references in this article, those skilled in the art can be from many number forms Formula is converted to singulative, and/or is converted to most forms from singulative, to be adapted to specific environment and application.Risen for clear See, clearly statement singulative/majority form is interchangeable herein.

It will be appreciated by those skilled in the art that in general, (example in the term for being used, particularly appended claims Such as, in the main part of appended claims) term that uses, be usually interpreted as " opening " term (for example, term " Including " should be interpreted that " include but is not limited to ", term " have " should be interpreted that " at least have " etc.).Those skilled in the art are also If it should be understood that indicating specific number in being intended to introduced claim, this intention will be in the claim clearly Point out, and it is not this clearly indicate in the case of, then in the absence of this intention.For example, for help understands, appended right will Ask and may have been used guiding phrase " at least one " and " one or more " it is introduced into the feature in claim.However, this The use of phrase is not necessarily to be construed as imply by indefinite article " one " or " one " the claim feature that introduces will include this Any specific claim of feature is limited to only comprising an invention of this feature, and the even claim both includes guiding Phrase " one or more " or " at least one " but including indefinite article as " one " or " one " (for example, " one " and/or " one " Should typically be interpreted to mean " at least one " or " one or more ")；It is introduced into claim using definite article Feature when, it is same.Even if in addition, having explicitly pointed out the specific number of introduced claim feature, art technology Personnel should be understood that this enumerating should be typically interpreted to mean at least institute's column number (for example, in the absence of other modifiers Two features of phrase " " typically mean at least two this feature, or two or more this feature).In addition, using similar In " at least one in A, B and C etc. " in the case of such statement, in general should generally be managed according to those skilled in the art The implication of the statement is solved making an explanation (for example, " there is in A, B and C at least one system " and should include but is not limited to it is independent System with A, individually with B, individually with C, with A and B, with A and C, with B and C, and/or with A, B, C etc.). Using similar to " at least one in A, B or C etc. " in the case of such statement, in general should be according to art technology Personnel be generally understood that the implication of the statement making an explanation (for example, " there is in A, B or C at least one system " should include but Be not limited to individually have A, individually have B, individually have C, with A and B, with A and C, with B and C, and/or with A, B, C System etc.).It should also be understood by those skilled in the art that substantially arbitrarily representing the adversative conjunction of two or more optional projects And/or phrase, either in specification, claims or accompanying drawing, shall be construed as giving including these projects One of, these projects either one or two possibilities of project.For example, phrase " A or B " be understood to include " A " or " B " or " A and B " possibility.

According to foregoing teachings it should be understood that the various implementations of the disclosure have been described herein for descriptive purpose Example, various improvement can be carried out in the case where the scope of the present disclosure and spirit is not departed from.Therefore, various implementations disclosed herein Example is not intended to be limited, and the true scope and spirit of the disclosure are characterized by appended claims.

Claims

1. a kind of prefabricated panel system, the prefabricated panel system includes：

Full-height prefabricated panel；

Less than the top prefabricated panel of full-height, it is fixed between the full-height prefabricated panel to limit window opening OR gate Opening, the window opening OR gate opening is in the lower section of the top prefabricated panel less than full-height and in the full-height Between prefabricated panel；

At least one of wherein described full-height prefabricated panel and the top prefabricated panel less than full-height include：

One or more cystosepiments；

It is fixed to the foam glass board of one or more of cystosepiments；

It is fixed to the mesh fabric of the foam glass board；

It is fixed to the woven wire of the mesh fabric；And

It is fixed to the exterior wall finish of the woven wire.

2. prefabricated panel system according to claim 1, wherein from by straight prefabricated panel and L-shaped turning prefabricated panel group Into group in select each full-height prefabricated panel.

3. prefabricated panel system according to claim 1, the prefabricated panel system also includes pre- less than the bottom of full-height Wallboard processed, it is fixed between the full-height prefabricated panel below the top prefabricated panel less than full-height, with Limit the window opening.

4. prefabricated panel system according to claim 3, wherein from by linear and polygonal upper less than full-height The selection top dry wall less than full-height in portion's prefabricated panel and the group constituted less than the bottom prefabricated panel of full-height Plate and the bottom prefabricated panel less than full-height.