CN110593461A - Efficient and rapid integrated forming energy-saving wall - Google Patents
Efficient and rapid integrated forming energy-saving wall Download PDFInfo
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- CN110593461A CN110593461A CN201910707057.8A CN201910707057A CN110593461A CN 110593461 A CN110593461 A CN 110593461A CN 201910707057 A CN201910707057 A CN 201910707057A CN 110593461 A CN110593461 A CN 110593461A
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- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 98
- 229910052742 iron Inorganic materials 0.000 claims abstract description 49
- 239000010410 layer Substances 0.000 claims abstract description 46
- PASHVRUKOFIRIK-UHFFFAOYSA-L calcium sulfate dihydrate Chemical compound O.O.[Ca+2].[O-]S([O-])(=O)=O PASHVRUKOFIRIK-UHFFFAOYSA-L 0.000 claims abstract description 15
- 238000005507 spraying Methods 0.000 claims abstract description 14
- 239000004575 stone Substances 0.000 claims abstract description 13
- 239000000843 powder Substances 0.000 claims abstract description 11
- 239000004567 concrete Substances 0.000 claims abstract description 10
- 239000004793 Polystyrene Substances 0.000 claims abstract description 8
- 239000004744 fabric Substances 0.000 claims abstract description 8
- 229920002223 polystyrene Polymers 0.000 claims abstract description 8
- 239000004568 cement Substances 0.000 claims abstract description 7
- 239000011083 cement mortar Substances 0.000 claims abstract description 7
- 239000011268 mixed slurry Substances 0.000 claims abstract description 7
- 239000002245 particle Substances 0.000 claims abstract description 7
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 6
- 239000011241 protective layer Substances 0.000 claims abstract description 5
- 238000010276 construction Methods 0.000 claims description 30
- 235000000396 iron Nutrition 0.000 claims description 13
- 239000004698 Polyethylene Substances 0.000 claims description 4
- 239000007769 metal material Substances 0.000 claims description 4
- -1 polyethylene Polymers 0.000 claims description 4
- 229920000573 polyethylene Polymers 0.000 claims description 4
- 238000009413 insulation Methods 0.000 abstract description 14
- 230000000694 effects Effects 0.000 abstract description 13
- 230000002265 prevention Effects 0.000 abstract description 7
- 239000004566 building material Substances 0.000 abstract description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 4
- 238000013461 design Methods 0.000 description 8
- 238000009434 installation Methods 0.000 description 8
- 230000015572 biosynthetic process Effects 0.000 description 6
- 239000000463 material Substances 0.000 description 6
- 238000000034 method Methods 0.000 description 5
- 239000002699 waste material Substances 0.000 description 5
- 238000003466 welding Methods 0.000 description 5
- 238000012986 modification Methods 0.000 description 4
- 230000004048 modification Effects 0.000 description 4
- 238000004321 preservation Methods 0.000 description 4
- 238000011900 installation process Methods 0.000 description 3
- 239000007921 spray Substances 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000011449 brick Substances 0.000 description 2
- 239000002131 composite material Substances 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 239000000945 filler Substances 0.000 description 2
- 235000013312 flour Nutrition 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 238000012856 packing Methods 0.000 description 2
- 239000002994 raw material Substances 0.000 description 2
- 238000007711 solidification Methods 0.000 description 2
- 230000008023 solidification Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000012546 transfer Methods 0.000 description 2
- 241001233242 Lontra Species 0.000 description 1
- 208000027418 Wounds and injury Diseases 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 239000008187 granular material Substances 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 230000001151 other effect Effects 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000007790 scraping Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/842—Walls made by casting, pouring, or tamping in situ by projecting or otherwise applying hardenable masses to the exterior of a form leaf
- E04B2/845—Walls made by casting, pouring, or tamping in situ by projecting or otherwise applying hardenable masses to the exterior of a form leaf the form leaf comprising a wire netting, lattice or the like
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/0636—Three-dimensional reinforcing mats composed of reinforcing elements laying in two or more parallel planes and connected by separate reinforcing parts
- E04C5/064—Three-dimensional reinforcing mats composed of reinforcing elements laying in two or more parallel planes and connected by separate reinforcing parts the reinforcing elements in each plane being formed by, or forming a, mat of longitunal and transverse bars
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Building Environments (AREA)
Abstract
The invention discloses an efficient and rapid integrated forming energy-saving wall, which belongs to the technical field of buildings and comprises a supporting plate connected with beams, plates and columns of a building, wherein the supporting plate is covered with a net cloth to form a supporting surface, the inner side or the outer side of the supporting surface is provided with a foundation wall formed by spraying mixed slurry of stone powder, phosphogypsum and polystyrene particles, the inner side and the outer side of the foundation wall are provided with solidified layers formed by spraying mixed cement mortar of cement, phosphogypsum and stone powder, and the inner side and the outer side of the solidified layers are provided with protective layers formed by spraying concrete mortar; according to the invention, the flat iron screen plate or the combined frame is fixed to form the supporting surface, and the building materials are sprayed on the supporting surface in sequence to form the integrated wall surface, and the wall surface is integrally connected with the building bearing beam, so that the strength and rigidity of the integrated wall surface are better; the foundation wall inside the wall surface has better heat insulation, sound insulation, fire prevention and water prevention effects, and the foundation wall is located in the wall, so that the foundation wall can achieve an effective protection effect.
Description
Technical Field
The invention belongs to the technical field of buildings, and particularly relates to an efficient and rapid integrated forming energy-saving wall.
Background
At present, building blocks are piled up and integrally poured when the wall of a building is built, the traditional building wall mainly uses a whole block type wall body formed by piling up building blocks and slat wall bricks, and the whole block type wall body has the problem of poor heat insulation, heat preservation, sound insulation and other effects caused by common structural and penetrating wall cracks; the whole wall is heavy, large in inertia and poor in shock resistance, and the problem that the wall is easy to fall off due to the fact that the wall is broken into pieces and causes injury to people in the house shaking process is easily caused; the whole wall body is thicker, so that more building area is occupied, and the use area of a living room is reduced; meanwhile, the problem of water seepage of brick walls and slab joints also exists; the construction of the whole wall body is mainly carried out by manpower, the carrying is difficult, the material loss rate is high, the construction period is long, the investment is large, the generated construction waste is more and difficult to treat, and the surrounding environment is seriously influenced; at present, a heat-insulating layer and a waterproof layer are mostly arranged outside the wall body of the integrally-poured wall body, so that the service life of the wall body is short, and later maintenance is difficult.
The utility model relates to a exempt from to tear open template integrated into one piece wall body, notice No. CN208884781U, notice day 2019.05.21, the utility model belongs to the cast-in-place technical field of building of wall body, concretely relates to exempt from to tear open template integrated into one piece wall body. The utility model discloses a component template, the packing template enclose into the pouring chamber that is linked together, and along with pouring the integrated into one piece of pouring material, make vertical main part structural component and infilled wall integrated into one piece, and the component template that sets up pours the adhesion with the wall body with the packing template as an organic whole, need not set up the template in addition, and need not demold, the surface smoothness of wall body is high after the construction, the surface is bright and clean, the later stage construction of being convenient for, the technical scheme that the utility model provides, can realize the simultaneous construction of vertical main part structural component and infilled wall, the wholeness of wall body is good, and the efficiency of construction is promoted greatly, has wide market prospect; the utility model discloses a pour fashioned wall body, only through pouring integrated into one piece of pouring the material, do not consider the design of protection heat preservation waterproof layer, also do not relate to the effective use to the waste material.
The invention relates to a steel structure wave net sandwich concrete surface integral earthquake-proof wall, which is disclosed as follows: CN207436311U, announcement date: 2018.06.01, the utility model discloses a steel structure wave net sandwich concrete face whole shockproof wall, which is characterized in that, it includes a wall keel frame, the wall keel frame is filled with incombustible filler, the inner and outer surface of the wall keel frame are laid with supporting net layer, the supporting net layer covers the outer layer of the incombustible filler, the supporting net layer is a fine stone concrete layer, the fine stone concrete layer is a cement mortar layer, the plasticity of the whole wall is high, the whole wall structure can be flexibly changed in the construction process according to the details of the site frame structure, the thickness and the thinness can be changed, different positions can be specially treated, it is also flexible and convenient for the super-high and super-wide wall; the invention does not solve the protection of the wall heat-insulating layer and the waterproof layer and does not relate to the reasonable application of the phosphogypsum; the utility model discloses do not solve the protection problem of wall body heat preservation, waterproof layer.
Disclosure of Invention
The present invention aims to solve the above problems; the technical scheme adopted for achieving the purpose is as follows:
the utility model provides an energy-conserving wall of high-efficient quick integrated into one piece, includes the backup pad of being connected with building roof beam, board, post, and it forms the holding surface to cover in the backup pad, the inboard or the outside of holding surface is equipped with the foundation wall that sprays the mixed slurry formation of mountain flour, ardealite and polystyrene granule, the inboard and the outside of foundation wall are equipped with the solidification layer that sprays the mixed cement mortar formation of cement, ardealite and mountain flour, and the inboard and the outside of solidification layer are equipped with the protective layer that sprays concrete mortar formation.
Preferably, the backup pad is the band iron otter board, including supporting network and the band iron of cartridge on the supporting network, the supporting network includes multiunit horizontal bar and multiunit vertical retort, welds between horizontal bar and the vertical retort, and adjacent horizontal bar vertical support wire side is bent along vertical relative notch of formation perpendicularly on the supporting network, and vertical socket is constituteed to the relative notch of vertical setting, the vertical cartridge band iron of vertical socket, and vertical socket is provided with the multiunit along the horizontal interval of supporting network.
Preferably, the flat iron screen plates are provided with a plurality of layers, adjacent flat iron screen plates are connected with each other at the periphery through connecting flat irons, and the screen cloth is positioned in the plurality of layers of flat iron screen plates.
Preferably, the flat iron screen plates are provided with 2 layers, the adjacent flat iron screen plates are connected with the connecting flat iron through screws, and heat-insulating gaskets are arranged between the screws and the screw holes.
Preferably, the horizontal bars and the vertical bars are made of galvanized metal materials.
Preferably, the adjacent vertical sockets are spaced apart by 60cm in the transverse direction.
Preferably, the backup pad is the built-up shelf, the built-up shelf includes the combination inside lining and installs the net piece in combination inside lining both sides, the combination inside lining includes many vertical bars of vertical setting, is connected with many crossbands through the connector link is perpendicular between adjacent vertical bar, along the mutual dislocation arrangement of adjacent crossbands of horizontal installation.
Preferably, vertical bar and horizontal bar are square pipes, and the connector link includes horizontal square pipe and vertical square pipe, and horizontal square pipe and vertical square pipe are connected perpendicularly, and vertical bar cartridge is fixed in vertical square intraductally, and horizontal bar both ends cartridge is fixed in horizontal intraductally.
Preferably, the mesh cloth is made of high molecular polyethylene material.
Preferably, the thickness of the foundation wall is 1-2cm, and the thickness of the cured layer is 2-10 cm.
The invention has the following beneficial effects: (1) the supporting plates are fixed to form the supporting surface, the building materials are sequentially sprayed on the supporting surface, and raw materials meeting the requirements of national environmental protection standards are adopted for construction to form an integrated wall surface; compared with the existing building block construction mode, the construction method has high construction efficiency and low construction cost; in addition, the foundation wall inside the wall surface has better heat insulation, sound insulation, fire prevention and water prevention effects, and the foundation wall is located in the wall, so that the foundation wall can achieve an effective protection effect.
(2) According to the invention, the mixed slurry formed by stirring and mixing the stone powder, the phosphogypsum and the polystyrene particles is used, so that the phosphogypsum and the construction waste are effectively utilized, the treatment cost is saved, and the environment-friendly design concept is met.
(3) The flat iron screen plate is used as the support plate, the flat iron vertical insertion ports are designed on the support plate, so that the flat iron can be conveniently installed, the flat iron screen plate is better in overall rigidity and strength due to the design of the flat iron, the beams and the plates of the flat iron screen plate building can be more conveniently and firmly installed, the building materials can be conveniently sprayed in the later period, the design and the processing are simple, the assembly is convenient, the installation time of the support surface and the beams and the plates of the building can be greatly saved, and the construction efficiency is improved.
(4) When a plurality of groups of flat iron screen plates are adopted, the adjacent flat iron screen plates are connected with the connecting flat iron through screws, and heat-insulating gaskets are arranged between the screws and the screw holes, so that heat transfer between the adjacent flat irons is blocked, a bridge-cut heat-insulating effect is achieved, and the wall has a better heat-insulating effect.
(5) The combined frame is adopted, so that the installation is simpler, the installation and the positioning are accurate, doors and windows can be reserved in the combined installation process, the later construction cutting is avoided, and the integrity of the wall body can be ensured; and meanwhile, the combined lining and the net piece are welded to form a combined frame, the surfaces of the inner side and the outer side of the combined frame are smooth, so that the planes of the inner side and the outer side of the supporting layer are smooth, the forming of bulges is avoided, the leveling treatment is carried out after construction is influenced, and meanwhile, the rigidity of the supporting layer is convenient for spraying construction at the later stage.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of a support net according to embodiment 1;
FIG. 3 is a schematic view of a flat iron mesh plate structure according to embodiment 1;
FIG. 4 is a schematic structural view of a supporting surface according to embodiment 1;
FIG. 5 is a side view of a flat iron mesh plate connection structure according to embodiment 2;
FIG. 6 is a front view of a flat iron mesh plate connection structure according to embodiment 2;
FIG. 7 is an enlarged view of the front view A of the flat iron mesh plate connection structure according to the embodiment 2;
FIG. 8 is a schematic view of the installation of the heat shield gasket according to embodiment 2.
FIG. 9 is a schematic view of a modular shelf according to embodiment 3;
FIG. 10 is a schematic view of the composite liner of embodiment 3.
Detailed Description
The invention is further described below with reference to the accompanying drawings.
Embodiment mode 1:
as shown in fig. 1, an energy-saving wall formed integrally with high efficiency and high speed comprises a supporting plate connected with a beam, a plate and a column of a building, wherein the supporting plate is covered with a mesh fabric to form a supporting surface 1, as shown in fig. 4, preferably, the mesh fabric is made of a high molecular polyethylene material; the outer layer of the supporting surface 1 is provided with a foundation wall 2 formed by spraying mixed slurry of stone powder, phosphogypsum and polystyrene particles, the inner side and the outer side of the foundation wall 2 are provided with cured layers 3 formed by spraying mixed cement mortar of cement, phosphogypsum and stone powder, and the inner side and the outer side of each cured layer 3 are provided with protective layers 6 formed by spraying concrete mortar.
As shown in fig. 2-3, in order to facilitate easy connection of the supporting plate with beams, plates and columns of a building, and to improve integrity and to provide certain strength and convenience for use, the supporting plate is a flat iron screen plate 10, a layer of flat iron screen plate 10 is generally used for an inner energy-saving wall, the flat iron screen plate 10 comprises a supporting net 11 and a flat iron 12 inserted on the supporting net 11, the supporting net 11 comprises a plurality of groups of cross bars 111 and a plurality of groups of vertical bars 112, preferably, the cross bars 111 and the vertical bars 112 are made of galvanized metal materials and have a diameter of 1-2mm, and a distance between each adjacent cross bar 111 and each adjacent vertical bar 112 is 2.5-5.5 cm; welding between horizontal bar 111 and the vertical retort 112, the relative notch 113 of vertical formation is bent along vertical to the 11 faces of supporting net to adjacent horizontal bar 111 on the supporting net 11, and vertical socket is constituteed to the relative notch 113 of vertical setting, the vertical cartridge band iron 12 of vertical socket, and vertical socket is provided with the multiunit, preferred along the horizontal interval of supporting net 11, vertical socket is 60cm along horizontal interval.
In order to reasonably utilize waste materials, treat building garbage nearby and improve the surrounding environment, phosphogypsum, cement and polystyrene particles are stirred and mixed, and then are sprayed on a supporting surface 1 by a jet grouting machine, the proportion of the stone powder, the phosphogypsum and the polystyrene particles is 1:1:5, a foundation wall 2 is formed, the foundation wall 2 is good in rigidity and has sound insulation, heat insulation and fire prevention effects, the thickness of the foundation wall 2 is 1-2cm, and the thickness of the foundation wall 2 is adjusted mainly according to the integral thickness of a wall body; in the embodiment, the ratio of the cement to the phosphogypsum to the stone powder is 1:1:4, and the thickness of the cured layer 3 can be adjusted to be 2-10cm according to the thickness of the wall; the invention effectively utilizes the phosphogypsum and the construction waste and saves the treatment cost.
The forming process of the invention is as follows:
(1) the installation process of the flat iron screen plate 10 is that a supporting net 11 required by cutting according to the design of building area is placed on a working platform, and the flat irons 12 are inserted into the supporting net respectively along the vertical insertion ports for installing the flat irons 12, so that the installation is completed.
(2) The efficient and fast integrated energy-saving wall is formed by fixing a high-molecular polyethylene mesh cloth on an installed flat iron screen plate 10 through iron wires to form a supporting surface 1, erecting the supporting surface 1, fixing flat irons 12 vertical to the flat iron screen plate 10 with beams and plates of a building through screws respectively, uniformly spraying mixed slurry consisting of stone powder, phosphogypsum and polystyrene particles on the supporting surface 1, solidifying the mixed slurry on the supporting surface 1 to form a foundation wall 2, uniformly spraying mixed cement mortar consisting of cement, phosphogypsum and stone powder outside the foundation wall 2, scraping in time, solidifying the mixed cement mortar on the foundation wall 2 to form a solidified layer 3, uniformly spraying concrete mortar outside the solidified layer 3 to integrally level the wall, and solidifying the concrete mortar to form a protective layer 6; thus, the high-efficiency and fast integrated forming energy-saving wall is formed.
According to the invention, the flat iron screen plate 10 is fixed to form the supporting surface 1, the building materials are sequentially sprayed on the supporting surface 1, and raw materials meeting the requirements of national environmental protection standards are adopted for construction to form an integrated wall surface which is integrally connected with the building bearing beam, so that the wall surface is seamless and crack-free, the strength and rigidity of the whole wall surface are better, and nine-level earthquake can be borne; compared with the existing building block construction mode, the construction method has high construction efficiency and low construction cost; in addition, the foundation wall 2 inside the wall surface has better heat insulation, sound insulation, fire prevention and water prevention effects, and the foundation wall 2 is located in the wall, so that the effective protection effect can be achieved, and the heat preservation effect of the wall body can be kept for a long time.
Embodiment mode 2:
as shown in fig. 5, in order to adjust the thickness of the supporting surface 1 according to the thickness of the building wall, especially when building an outer wall of a building, the supporting surface 1 needs to be thick and has a good heat insulation effect, the difference from embodiment 1 is that the flat iron net plate 10 is provided with a plurality of layers, 2 layers of flat iron net plates 10 are adopted in general construction, flat irons 12 arranged on the boundary are connected between adjacent flat iron net plates 10 through connecting flat irons 5, the flat irons 12 connected between the flat irons 5 and the front and rear flat iron net plates 10 are fixed through screws, so that the integrated flat iron net plate 10 is formed, and the mesh cloth is positioned in the plurality of layers of flat iron net plates 10.
As shown in fig. 6-8, in order to achieve a better heat insulation effect, the adjacent flat iron mesh plate 10 is connected with the connecting flat iron 5 through screws, and a heat insulation gasket 4 is installed between each screw and each screw hole, so that heat transfer between the adjacent flat irons 12 is blocked, a bridge-cut and heat insulation effect is achieved, and heat of an outer wall is prevented from being transferred to an inner wall through the flat iron mesh plate 10 made of a metal material.
Embodiment mode 3:
as shown in fig. 9 to 10, in order to facilitate installation of a support plate and subsequent construction leveling, and avoid forming a protrusion to affect the later construction progress, the support plate is a combined frame 7, the combined frame 7 includes a combined inner liner 71 and a mesh 72 installed on two sides of the combined inner liner 71, the combined inner liner 71 includes a plurality of vertical bars 711 vertically arranged, a plurality of horizontal bars 713 are vertically connected between adjacent vertical bars 711 through connecting buckles 712, and the adjacent horizontal bars 713 installed in the transverse direction are arranged in a staggered manner; preferably, the horizontal bars 711 and the horizontal bars 713 are square pipes, the connecting buckles 712 comprise horizontal square pipes and vertical square pipes, the horizontal square pipes are vertically connected with the vertical square pipes, the net sheets 711 are inserted and fixed in the vertical square pipes, two ends of the horizontal bars 713 are inserted and fixed in the horizontal square pipes, and the preferred connecting buckles 712 are fixed with the horizontal bars 713 and the vertical bars 711 in a spot welding manner; the cross section of the square pipe is a square with the side length of 20-50mm, and the distance between every two adjacent transverse strips 713 or adjacent meshes 711 is 60-90 cm.
As shown in fig. 9-10, when constructing the inner wall of a building, a layer of combined lining 71 is arranged, the combined lining 71 is fixedly installed on the beams, the plates and the columns of the building, the combined lining 71 extends from one side of the wall to be installed to the other side of the wall in a combined way, and meshes 72 are respectively fixed on the inner side and the outer side of the combined lining 71 to form support plates; when constructing the outer wall of a building, arranging two layers of combined linings 71, installing the two layers of combined linings 71 on beams, plates and columns of the building, extending the combined linings 71 from one side of the wall to be assembled and installed to the other side of the wall, and respectively fixing meshes 72 on the inner side and the outer side of the combined linings 71 to form support plates; the preferred two layer composite liner 71 spacing is 10cm to 20 cm.
The installation process of the combined lining 71 is as follows:
as shown in fig. 9-10, the combined lining 71 is installed from one end of the wall, and the horizontal bar 713 is inserted into the positioning hole and fixed; according to the design drawing, the connecting buckle 712 to be installed is inserted on the vertical bar 711, and part of the connecting buckle 712 is connected with the installed transverse bar 713 in a positioning manner; mounting and fixing the vertical bars 711 and positioning holes arranged on the upper and lower sides of the beam, the plate and the column, and then fixing the connected connecting buckles 712 with the vertical bars 711 and the transverse bars 713 in a spot welding manner respectively; according to a design drawing, inserting the transverse bar 713 on the connecting buckle 712 which is not installed, and then fixing the connected connecting buckle 712 with the vertical bar 711 and the transverse bar 713 through spot welding respectively; the transverse bars 713 and the vertical bars 711 are sequentially arranged to the other end of the wall body through the connecting buckles 712 according to the steps, the combined lining 71 is finally formed, when two layers of combined lining 71 are arranged, the distance between the combined lining 71 is adjusted according to actual conditions, and the requirement of building design is met.
After the combined liner 71 is installed, the combined liner 71 and the net sheets 72 on both sides are welded to form the combined shelf 7, and the subsequent processes are the same as those in embodiment 1 and will not be described again.
This structural installation is simple, and the mounted position location is accurate, reserves door and window at the in-process of aggregate erection, avoids the later stage construction cutting, can guarantee the integrality of wall body, will make up inside lining 71 and net piece 72 welding formation built-up frame 7, and the surfacing in the inboard and outside of built-up frame 7 for the plane in the inboard and the outside of supporting layer is level and smooth, is convenient for, and supporting layer rigidity is big simultaneously, the later stage spraying construction of being convenient for.
The present embodiment is not intended to limit the shape, material, structure, etc. of the present invention in any way, and any simple modification, equivalent change and modification made to the above embodiments according to the technical spirit of the present invention are within the scope of the technical solution of the present invention.
In the description of the present invention, it is to be understood that the terms "central", "longitudinal", "lateral", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc., indicate orientations or positional relationships based on those shown in the drawings, and are used only for convenience in describing the present invention and for simplicity in description, and do not indicate or imply that the referenced devices or elements must have a particular orientation, be constructed and operated in a particular orientation, and thus, are not to be considered as limiting the scope of the present invention.
If the terms "first," "second," etc. are used herein to define parts, those skilled in the art will recognize that: the use of "first" and "second" is merely for convenience in describing the invention and to simplify the description, and unless otherwise stated the above words are not intended to have a special meaning.
Finally, it should be noted that: the above examples are only intended to illustrate the technical solution of the present invention, but not to limit it; although the present invention has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: it is to be understood that modifications may be made to the technical solutions described in the foregoing embodiments, or equivalents may be substituted for some of the technical features thereof, but such modifications or substitutions do not depart from the spirit and scope of the technical solutions of the embodiments of the present invention.
Claims (10)
1. The efficient and fast integrated forming energy-saving wall is characterized by comprising a supporting plate connected with a beam, a plate and a column of a building, wherein the supporting plate is covered with a mesh to form a supporting surface, the inner side or the outer side of the supporting surface is provided with a foundation wall formed by spraying mixed slurry of stone powder, phosphogypsum and polystyrene particles, the inner side and the outer side of the foundation wall are provided with solidified layers formed by spraying mixed cement mortar of cement, phosphogypsum and stone powder, and the inner side and the outer side of each solidified layer are provided with protective layers formed by spraying concrete mortar.
2. An efficient and rapid integrally formed energy-saving wall as claimed in claim 1, wherein the mesh is made of high molecular polyethylene.
3. The efficient and rapid integrally-formed energy-saving wall as claimed in claim 1, wherein the supporting plate is a flat iron screen plate and comprises a supporting net and flat irons inserted into the supporting net, the supporting net comprises a plurality of groups of transverse bars and a plurality of groups of vertical bars, the transverse bars and the vertical bars are welded with each other, the adjacent transverse bars on the supporting net are bent reversely along the supporting net surface to form opposite vertical notches, the vertical notches form vertical sockets, the flat irons are vertically inserted into the vertical sockets, and the vertical sockets are provided with a plurality of groups at intervals along the transverse direction of the supporting net.
4. The efficient and rapid integrally formed energy-saving wall as claimed in claim 3, wherein the flat iron screen plates are provided with a plurality of layers, adjacent flat iron screen plates are connected at the periphery through connecting flat irons, and screen cloth is positioned in the plurality of layers of flat iron screen plates.
5. An efficient and fast integrally formed energy-saving wall as claimed in claim 4, wherein the flat iron net plates are provided with 2 layers, the adjacent flat iron net plates are connected with the connecting flat iron through screws, and heat-insulating gaskets are arranged between the screws and the screw holes.
6. An efficient and rapid integrally formed energy-saving wall as claimed in claim 3, wherein the horizontal bars and the vertical bars are made of galvanized metal materials.
7. An efficient and rapid integrally-formed energy-saving wall as claimed in claim 3, wherein the adjacent vertical sockets are transversely spaced by 60 cm.
8. The efficient and rapid integrally formed energy-saving wall as claimed in claim 1, wherein the supporting plate is a combined frame, the combined frame comprises a combined lining and meshes arranged on two sides of the combined lining, the combined lining comprises a plurality of vertical bars which are vertically arranged, a plurality of transverse bars are vertically connected between the adjacent vertical bars through connecting buckles, and the adjacent transverse bars which are transversely arranged are arranged in a staggered manner.
9. The construction method according to claim 8, wherein the vertical bars and the horizontal bars are square tubes, the connecting buckles comprise horizontal square tubes and vertical square tubes, the horizontal square tubes and the vertical square tubes are vertically connected, the vertical bars are inserted and fixed in the vertical square tubes, and two ends of the horizontal bars are inserted and fixed in the horizontal square tubes.
10. An efficient fast integrally formed energy-saving wall as claimed in any one of claims 1 to 9, wherein the thickness of said foundation wall is 1-2cm, and the thickness of cured layer is 2-10 cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910707057.8A CN110593461A (en) | 2019-08-01 | 2019-08-01 | Efficient and rapid integrated forming energy-saving wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910707057.8A CN110593461A (en) | 2019-08-01 | 2019-08-01 | Efficient and rapid integrated forming energy-saving wall |
Publications (1)
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN112031307A (en) * | 2020-07-29 | 2020-12-04 | 兴国人和建材有限公司 | Dry plastering wallboard with fireproof function and production process thereof |
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