CN112832423A - Cast-in-place partition wall template structure and construction process - Google Patents
Cast-in-place partition wall template structure and construction process Download PDFInfo
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- CN112832423A CN112832423A CN202110214849.9A CN202110214849A CN112832423A CN 112832423 A CN112832423 A CN 112832423A CN 202110214849 A CN202110214849 A CN 202110214849A CN 112832423 A CN112832423 A CN 112832423A
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- 238000005192 partition Methods 0.000 title claims abstract description 61
- 238000010276 construction Methods 0.000 title claims abstract description 23
- 238000000034 method Methods 0.000 title claims abstract description 17
- 239000000463 material Substances 0.000 claims abstract description 45
- 230000008093 supporting effect Effects 0.000 claims abstract description 18
- 230000002787 reinforcement Effects 0.000 claims abstract description 7
- 238000002347 injection Methods 0.000 claims description 29
- 239000007924 injection Substances 0.000 claims description 29
- 238000009415 formwork Methods 0.000 claims description 18
- 239000002002 slurry Substances 0.000 claims description 13
- 230000003014 reinforcing effect Effects 0.000 claims description 10
- 239000012634 fragment Substances 0.000 claims description 9
- 238000009434 installation Methods 0.000 claims description 6
- 230000000149 penetrating effect Effects 0.000 claims description 5
- 230000000694 effects Effects 0.000 abstract description 11
- 230000002411 adverse Effects 0.000 abstract description 4
- 239000007788 liquid Substances 0.000 description 10
- 239000000835 fiber Substances 0.000 description 5
- 238000007789 sealing Methods 0.000 description 5
- 238000003466 welding Methods 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 4
- 238000011900 installation process Methods 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 229910052918 calcium silicate Inorganic materials 0.000 description 2
- 239000000378 calcium silicate Substances 0.000 description 2
- OYACROKNLOSFPA-UHFFFAOYSA-N calcium;dioxido(oxo)silane Chemical compound [Ca+2].[O-][Si]([O-])=O OYACROKNLOSFPA-UHFFFAOYSA-N 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 239000002131 composite material Substances 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 230000002093 peripheral effect Effects 0.000 description 2
- 229920006389 polyphenyl polymer Polymers 0.000 description 2
- 238000007493 shaping process Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 238000004382 potting Methods 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 238000000638 solvent extraction Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
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- Civil Engineering (AREA)
- Structural Engineering (AREA)
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Abstract
The utility model belongs to the technical field of building partition wall and specifically relates to a cast-in-place partition wall template structure and construction process is related to, and it includes two sets of unilateral panels, every group unilateral panel includes a plurality of main wall panel, is located to be connected with structural connection between the main wall panel of avris and the building structure, is connected with interior vaulting pole connecting piece between two relative main wall panels, unilateral panel top is provided with a plurality of and is used for irritating the material hole of irritating to the space between two sets of unilateral panels, the unilateral panel outside is provided with the reinforcement subassembly that is used for fixed two sets of unilateral panels, the reinforcement subassembly is including the perpendicular vaulting pole that is used for supporting unilateral panel, be used for supporting the stull of perpendicular vaulting pole to and be used for tautening the split bolt of stull. This application has the effect that improves the adverse effect that the partition wall construction caused.
Description
Technical Field
The application relates to the field of building partition walls, in particular to a cast-in-place partition wall template structure and a construction process.
Background
With the continuous improvement of the requirements of the building industry on green construction, energy conservation and environmental protection, the partition wall is more and more popular as a secondary filling wall structure which is gradually formed in recent years.
The partition wall is a wall partitioning an inner space of a building. The partition wall is not bearing, generally requires to be light and thin, has good sound insulation performance, has different requirements for partition walls of rooms with different functions, for example, the partition wall of a kitchen should have fire resistance, and the partition wall of a bathroom should have moisture resistance.
In view of the above-mentioned related art, the inventor believes that the existing partition wall still has the situation of slotting behind the pipeline, causing damage to the wall structure, and generating a large amount of construction waste.
Disclosure of Invention
In order to improve the adverse effect that the partition wall construction caused, this application provides a cast-in-place partition wall template structure and construction process.
In a first aspect, the present application provides a cast-in-place partition wall formwork structure, which adopts the following technical scheme:
the utility model provides a cast-in-place partition wall template structure, includes two sets of unilateral panels, every group unilateral panel includes that a plurality of owner's wall panel is connected with structural connection spare between the main wall panel that is located the avris and the building structure, is connected with interior bracing connecting piece between two relative main wall panels, unilateral panel top is provided with a plurality of and is used for irritating the material hole to the space between two sets of unilateral panels irritate the material, the unilateral panel outside is provided with the reinforcement subassembly that is used for fixed two sets of unilateral panels, reinforce the subassembly including the perpendicular vaulting pole that is used for supporting unilateral panel, be used for supporting the stull of perpendicular vaulting pole to and be used for taut the tie bolt of stull.
Through adopting above-mentioned technical scheme, constructor installs the pipeline earlier, installs two sets of unilateral panels in the both sides of pipeline afterwards to surround the pipeline, through irritating the space between two sets of unilateral panels with the thick liquids pouring through the material hole behind the installation reinforcing component, the pipeline is fixed in the partition wall promptly like this, thereby has avoided slotted adverse effect behind the pipeline.
Optionally, the internal stay connecting pieces are provided with a plurality of connecting pieces which are arranged in a plum blossom shape.
Through adopting above-mentioned technical scheme, the internal stay connecting piece that the plum blossom form was laid makes the support effort that two sets of unilateral panels received more even to it receives more stable under the thick liquids effort condition to have promoted the unilateral panel, is difficult for taking place local deformation.
Optionally, two vertical keels are vertically arranged between the two sets of single-side panels, two transverse keels transversely arranged are connected between the vertical keels, and the vertical keels and the transverse keels form a door opening structure in a surrounding mode.
Through adopting above-mentioned technical scheme, when setting up the door opening in the partition wall, two vertical keels and a horizontal keel enclose into the major structure of door opening to be convenient for the shaping of partition wall door opening.
Optionally, two the door and window panel that one and unilateral panel link up is installed respectively to the relative one side of vertical keel, a door and window panel that links up with unilateral panel is still installed to the horizontal keel bottom surface.
Through adopting above-mentioned technical scheme, door and window panel and unilateral panel cooperation have played the effect of sealed thick liquids.
Optionally, an electrical box panel used for enclosing an electrical box space is arranged between the two sets of single-side panels, and the electrical box panel is connected with the inner support connecting piece.
Through adopting above-mentioned technical scheme, when needing to set up the electronic box space in the partition wall, can assemble the electronic box panel on the unilateral panel in advance, reserve the occupation space of electronic box, the later stage installation of being convenient for to the problem of opening the hole on existing partition wall has been avoided.
Optionally, an extension panel is arranged above the main wall panel, the material filling hole is formed in the top of the extension panel, and the main wall panel is connected with the extension panel through a panel connecting piece.
Through adopting above-mentioned technical scheme, when the partition wall height is higher, connect the extension panel on the main wall panel to guarantee that the height of unilateral panel satisfies the user demand.
Optionally, an extension rod for supporting the extension panel is connected beside the vertical support rod, and part of the transverse support rods are arranged on one side of the extension rod, which is away from the extension panel.
Through adopting above-mentioned technical scheme, when consolidating the extension panel, erect the vaulting pole and be connected with the extension rod, and the extension rod passes through the horizontal stay and consolidates to the stability of extension rod has been promoted.
Optionally, a material injection pipe for conveying the slurry is arranged in the material injection hole in a penetrating manner, and a discharge hole is formed in the material injection pipe.
Through adopting above-mentioned technical scheme, notes material pipe is used for guiding the space that thick liquids got into between two sets of unilateral panels, and thick liquids are discharged through the discharge opening again, and main material pipe has the effect of blockking to thick liquids, reduces the excessive condition of thick liquids, and fills up the space between two sets of unilateral panels through modes such as pump sending.
Optionally, a connecting net for supporting the material injection pipe is installed on the bottom surface of the uppermost structural connecting piece, and the material injection pipe is arranged in a mesh hole of the connecting net in a penetrating manner.
Through adopting above-mentioned technical scheme, the connecting network has played stable supporting effect to annotating the material pipe, and simultaneously, the connecting network plays fossil fragments effect, makes more inseparable that partition wall and roof beam are connected.
In a second aspect, the present application provides a construction process of a cast-in-place partition wall formwork structure, which adopts the following technical scheme:
a construction process of a cast-in-place partition wall template structure comprises the following steps:
s1, measuring and paying off, and popping up a base line for installation on the building structure;
s2, assembling and reinforcing the single-side panel;
s3, mounting a structural connecting piece, wherein the structural connecting piece is mounted on the building structure and used for fixing the main wall panel;
s4, installing inner support connecting pieces, and installing the inner support connecting pieces on a group of unilateral panels;
s5, installing single-side panels, and installing a group of single-side panels on the structural connecting piece;
s6, mounting the other group of single-side panels on the structural connecting piece through the secondary vertical plates, wherein two ends of the structural connecting piece are respectively connected with the two groups of single-side panels;
s7, reinforcing the two groups of single-side panels;
s9, grouting, namely grouting slurry into grouting holes;
and S10, plugging the filling hole.
Through adopting above-mentioned technical scheme, it is inside that two sets of unilateral panels can surround the pipeline, and constructor work procedure is reasonable orderly, and the efficiency of construction is showing and is promoting.
In summary, the present application includes at least one of the following beneficial technical effects:
1. constructors firstly install pipelines, then install the two groups of single-side panels on two sides of the pipelines to surround the pipelines, and after installing the reinforcing assembly, slurry is poured into gaps between the two groups of single-side panels through the material pouring holes, so that the pipelines are fixed in the partition wall, and adverse effects of grooving behind the pipelines are avoided;
2. the supporting acting force exerted on the two groups of single-side panels is more uniform due to the quincunx-shaped arranged inner supporting connecting pieces, so that the single-side panels are more stable under the action of slurry acting force and are not easy to generate local deformation;
3. when setting up the door opening in the partition wall, two vertical keels and a horizontal keel enclose into the major structure of door opening to the shaping of partition wall door opening is convenient for.
Drawings
Fig. 1 is a first schematic view illustrating an installation process of a cast-in-place partition wall formwork structure according to a first embodiment of the present application.
Fig. 2 is a schematic view illustrating an installation process of a cast-in-place partition wall formwork structure according to a first embodiment of the present application.
Fig. 3 is a third schematic view illustrating an installation process of a cast-in-place partition wall formwork structure according to a first embodiment of the present application.
Fig. 4 is an enlarged schematic view of a portion a in fig. 3.
Fig. 5 is a schematic view illustrating an installation process of a cast-in-place partition wall formwork structure according to a second embodiment of the present application.
Fig. 6 is a schematic view of the structure of the injection pipe and the connection net in fig. 5.
Fig. 7 is an installation flow chart of a cast-in-place partition wall formwork structure.
Description of reference numerals: 1. a main wall panel; 10. an extension panel; 100. filling holes; 11. a sealing panel; 12. a door and window panel; 13. an electric box panel; 2. a structural connector; 3. an inner support connecting piece; 4. a panel connector; 5. a vertical keel; 6. a transverse keel; 7. a reinforcement assembly; 70. a vertical stay bar; 700. an extension rod; 71. a straight plate; 72. a gusset; 73. a transverse stay bar; 74. oppositely pulling the bolts; 8. a material injection pipe; 80. a discharge hole; 9. connecting a net; 90. a limiting ring; 91. and (5) installing a rod.
Detailed Description
The present application is described in further detail below with reference to figures 1-7.
The embodiment of the application discloses cast-in-place partition wall template structure.
Before the construction of the template structure, a constructor carries out fixed-point paying-off, the pipeline is installed and fixed, a pipeline outlet is reserved, and the template structure is constructed after the pipeline construction is finished.
Example 1
Referring to fig. 1 and 2, a cast-in-place partition wall formwork structure includes a main wall panel 1, a structural connection member 2 for connecting the main wall panel 1 with a building structure, an internal stay connection member 3 for simultaneously fixing two opposite main wall panels 1, and a reinforcement assembly 7 (refer to fig. 3) for reinforcing the main wall panel 1; the material used to form the main body of the partition wall in this example is a polyphenyl particle cement composite paste.
Referring to fig. 1 and 2, a plurality of main wall panels 1 are vertically arranged, the plurality of main wall panels 1 are arranged along the horizontal direction of the partition wall, and the plurality of main wall panels 1 form two groups of single-side panels for enclosing into the shape of the partition wall, wherein the main wall panels 1 in the embodiment are calcium silicate plates with the thickness of 8 mm; the structural connecting pieces 2 are arranged between the two groups of single-side panels, and part of the structural connecting pieces 2 are fixed on the top wall of the floor slab through a shooting nail and are uniformly distributed along the extending direction of the corresponding beam; the partial structure connecting pieces 2 are fixed on the side wall of the column through a shooting nail and are uniformly distributed along the height direction of the column; the partial structure connecting pieces 2 are fixed on the bottom wall of the beam through a shooting nail and are uniformly distributed along the extending direction of the beam; the structural connection member 2 in this embodiment is a C-shaped clip, the length of the structural connection member 2 is equal to the thickness of the partition wall, the structural connection member 2 includes a connection portion and two overhanging portions, the nail is penetrated through the connection portion of the structural connection member 2, and the overhanging portion of the structural connection member 2 is fixed on the main wall panel 1 through a dovetail.
Referring to fig. 1, a plurality of inner support connecting pieces 3 are arranged between two sets of single-side panels, and the plurality of inner support connecting pieces 3 are arranged in a plum blossom shape; the inner support connecting piece 3 in the embodiment is a C-shaped clamp which is completely the same as the structural connecting piece 2, the overhanging part of the inner support connecting piece 3 is fixed on the main wall panel 1 through a dovetail, and part of the inner support connecting piece 3 is positioned at the joint of the two main wall panels 1 so as to be used for connecting the two adjacent main wall panels 1; part of the inner bracing links 3 are located on a vertical extension of the middle of the main wall panel 1 for connecting and supporting two main wall panels 1 arranged opposite to each other.
Referring to fig. 1, when the wall body is ultrahigh, because the height of the main wall panel 1 is limited, an extension panel 10 is further arranged above the main wall panel 1, the extension panel 10 corresponds to the main wall panel 1 up and down, the top end of the extension panel 10 is fixed on a structural connecting piece 2 positioned on a beam through a dovetail, a plurality of panel connecting pieces 4 are vertically arranged between the bottom of the extension panel 10 and the top of the main wall panel 1, the upper half parts of the panel connecting pieces 4 correspond to the extension panel 10, and the lower half parts of the panel connecting pieces 4 correspond to the main wall panel 1; the panel connecting piece 4 in the embodiment is a C-shaped clamp which is completely the same as the structural connecting piece 2, the upper half part of the panel connecting piece 4 is fixed on the extension panel 10 through a dovetail, and the lower half part of the panel connecting piece 4 is fixed on the main wall panel 1 through a dovetail; meanwhile, an inner support connecting member 3 arranged in a quincunx shape is provided between the two opposite extension panels 10 to connect and support the two opposite extension panels 10.
Referring to fig. 1 and 2, if a door opening is formed in the partition wall, two vertical keels 5 are vertically arranged between the beam and the floor slab, expansion screws are respectively driven into the beam and the floor slab, the top ends of the vertical keels 5 are welded and fixed with the expansion screws on the beam, and the bottom ends of the vertical keels 5 are welded and fixed with the expansion screws on the floor slab; the distance between the two vertical keels 5 is equal to the designed width of the door opening, the vertical keels 5 in the embodiment are C-shaped steel keels, and C-shaped openings of the two vertical keels 5 are arranged in a back-to-back mode; still welded fastening has the horizontal fossil fragments 6 of a level setting between two vertical fossil fragments 5, and the interval between horizontal fossil fragments 6 and the floor equals the design door opening height, and horizontal fossil fragments 6 in this embodiment are C shaped steel fossil fragments, and the C type opening of horizontal fossil fragments 6 sets up.
Referring to fig. 1 and 2, each extension panel 10 above a group of single-sided panels is provided with a material injection hole 100, the material injection hole 100 is located in the middle of the top end of the extension panel 10, the size of the material injection hole 100 in the embodiment is 100mm by 100mm, and slurry is pumped between the two groups of single-sided panels through the material injection hole 100; a sealing panel 11 is also embedded in the filling hole 100, and when the gap between the two sets of single-side panels is filled with the slurry, the filling hole 100 can be sealed by the sealing panel 11 to prevent the slurry from overflowing; the door and window panels 12 which are vertically arranged are respectively fixed on the opposite side walls of the two vertical keels 5 through shooting nails, the door and window panels 12 which are transversely arranged are fixed on the downward side walls of the transverse keels 5 through shooting nails, and the door and window panels 12 are matched with the two groups of single-side panels to form a template system, so that a good sealing effect is achieved; meanwhile, if a distribution box needs to be installed in the partition wall, four distribution box templates 13 are further arranged between the two groups of single-side panels, a rectangular frame is formed by the four distribution box templates 13 in a surrounding mode, a plurality of inner support connecting pieces 3 are arranged on the outer side of the rectangular frame in a surrounding mode, the distribution box templates 3 are fixed on connecting portions of the inner support connecting pieces 3 through dovetail screws, and the distribution box templates 13 in the embodiment are 8mm thick calcium silicate boards; and a rectangular opening matched with the inner diameter of the rectangular frame is formed in the other group of single-side panels so as to be used by workers for subsequently mounting electrical components.
Referring to fig. 3 and 4, the reinforcing assembly 7 includes a plurality of vertical braces 70 vertically disposed, the vertical braces 70 are uniformly distributed on the opposite sides of the two sets of single-sided panels, wherein the vertical braces 70 near the columns or vertical keels 5 are individually disposed, the vertical braces 70 located in the middle are disposed in pairs, and the cross-sectional dimension of the vertical braces 70 in this embodiment is 40mm by 3 mm; a plurality of straight plates 71 are arranged between two adjacent vertical support rods 70, the straight plates 71 are uniformly distributed along the length direction of the vertical support rods 70, the straight plates 71 are fixed on the two vertical support rods 70 through a dovetail, a plurality of angle plates 72 are also arranged between the vertical support rods 70 and the main wall panel 1, and the angle plates 72 are fixed with the vertical support rods 70 and the main wall panel 1 through a dovetail; if the extension panels 10 are installed, extension rods 700 are vertically arranged on the opposite sides of the two opposite extension panels 10, the cross-sectional size of the extension rod 700 in the embodiment is 40mm x 3mm, and the bottom ends of the extension rods 700 are overlapped with the vertical support rods 70; a straight plate 71 fixed through a dovetail is arranged between the extension bar 700 and the vertical stay bar 70, and an angle plate 72 fixed through a dovetail is arranged between the extension bar 700 and the extension panel 10, so that the stability of the extension bar 700 is ensured; a plurality of pairs of transverse supporting rods 73 are vertically and uniformly distributed on the outer sides of the vertical supporting rods 70 and the extension rods 700, the transverse supporting rods 73 are horizontally arranged, and the cross section size of each transverse supporting rod 73 in the embodiment is 40mm by 3 mm; a plurality of tie bolts 74 are connected between two pairs of transverse struts 73 oppositely disposed at the same level, and the tie bolts 74 clamp the transverse struts 73, thereby restricting the movement of the vertical struts 70, and further restricting the movement of the main wall panel 1 and the extension panel 10.
In the construction process, firstly, a pipeline is installed, then, the main wall panel 1, the extension panel 10 and the reinforcing component 7 are constructed, and finally, pouring operation is carried out; if a door and window opening is designed, the vertical keel 5 and the transverse keel 6 need to be installed so as to ensure the structural shape of the door and window opening and the stability during pouring; if a distribution box is designed, constructing a distribution box panel 13 in the process of constructing the main wall panel 1; compared with the traditional construction process of grooving and installing the pipeline after the partition wall is poured, the construction process of pre-installing and concealed burying of the pipeline is adopted in the embodiment, the processes of grooving, plugging and the like after the partition wall are reduced, the construction progress is accelerated, and the engineering quality is improved.
Example 2
Referring to fig. 5 and 6, in order to reduce the slurry overflow, the present embodiment is different from embodiment 1 in that the material injection hole 100 in the present embodiment is a circular hole, a material injection pipe 8 adapted to the material injection hole 100 is inserted into the material injection hole 100, and a connection net 9 for fixing the material injection pipe 8 is further disposed below the beam; a discharge hole 80 is formed in the middle of the material injection pipe 8, the discharge hole 80 is arranged downwards so that slurry can be discharged downwards, the material injection pipe 8 is arranged in a mesh hole of the connecting net 9 in a penetrating manner, a limiting ring 90 matched with the material injection pipe 8 is fixedly welded in the mesh hole of the connecting net 9, and the stability of the material injection pipe 8 is improved after the material injection pipe penetrates through the limiting ring 90; two mounting rods 91 are horizontally welded and fixed at the top end of the connecting net 9, and two ends of each mounting rod 91 are respectively welded and fixed on the connecting parts of two adjacent structural connecting pieces 2, so that the stability of the connecting net 9 is maintained, and the stability of the material injection pipe 8 is further ensured; penetrate notes material pipe 8 in irritating material hole 100, after the notes material is accomplished, can use article shutoff such as wooden plug to annotate material pipe 8, compare in sealing panel 11 for thick liquids are difficult for excessive, are convenient for make the clearance between two sets of unilateral panels closely knit by thick liquids packing.
During the construction, connecting net 9 can the welding installation after being located 2 construction completions of structural connection spare on the roof beam, and connecting net 9 acts as the effect of keel frame in the partition wall, and after the clearance between two sets of unilateral panels of thick liquids pump income, connecting net 9 main part is pour in the partition wall, and connecting net 9 top is connected with the roof beam again to increased the inseparable degree of being connected of partition wall and roof beam, promoted the stability of partition wall.
The embodiment of the application also discloses a construction process of the cast-in-place partition wall template structure. Referring to fig. 7, a construction process of a cast-in-place partition wall formwork structure includes the following steps:
s1, measurement and setting: bouncing base lines on the beam and the floor slab, and clearly marking the position and the size of the door and window opening;
s2, assembling the single-sided panel, mounting the vertical stay 70: placing a main wall panel 1 and an extension panel 10 of a group of single-side panels on the ground, and fixing the main wall panel 1 and the extension panel 10 by using a panel connecting piece 4 and a dovetail fiber; the vertical support rods 73 in the reinforcing component 7 are fixed with the main wall panel 1 by using angle steel and dovetail fibers, and the adjacent vertical support rods 70 are fixed by the straight plates 71 and the dovetail fibers; the extension rod 700 and the extension panel 10 are fixed by using angle steel and dovetail, and the vertical stay bar 70 and the extension rod 700 are fixed by using a straight plate 71 and dovetail;
s3, mounting structure connecting piece 2: fixing the structural connecting pieces 2 on the floor slab, the column and the beam through shooting nails respectively, and if a material injection mode of a material injection pipe 8 is adopted, welding and fixing a connecting net 9 on the structural connecting pieces 2 on the beam at the moment;
s4, mounting the vertical keel 5 and the transverse keel 6: respectively driving expansion screws into the beam and the floor slab, then welding and fixing the top ends of the vertical keels 5 on the expansion screws on the beam, welding and fixing the bottom ends of the vertical keels 5 on the expansion screws on the floor slab, and horizontally welding the transverse keels 6 between the two vertical keels 5;
s5, mounting the inner support connecting piece 3: a plurality of inner support connecting pieces 3 are arranged on the main wall panel 1 by using dovetail fibers, and the inner support connecting pieces 3 are arranged in a plum blossom shape, so that two groups of single-side panels are supported; similarly, a plurality of inner support connecting pieces 3 which are arranged in a plum blossom shape are arranged on the extension panel 10;
s6, mounting the door/window panel 12: a vertically arranged door and window panel 12 is respectively fixed on one side of the two vertical keels 5 close to each other through shooting nails, and a horizontally arranged door and window panel 12 is fixed on one side of the horizontal keel 5 facing downwards through shooting nails;
s7, mounting of the electrical box panel 13: drawing the position of an electric box on the main wall panel 1, using an electric box panel 13 to enclose an electric box frame, and using an inner support connecting piece 3 and a dovetail to fix the electric box panel 13 and the main wall panel 1;
s8, mounting a single-side panel: erecting a single-side panel with an inner support connecting piece 3, a panel connecting piece 4 and an electric box panel 13, and fixing the peripheral edge of the single-side panel on a structural connecting piece 2 through a dovetail;
s9, secondary vertical plate: erecting another group of single-side panels, wherein the extending panels 10 of the group of single-side panels are provided with filling holes 100 in advance, and the peripheral edges of the group of single-side panels are fixed on the structural connecting piece 2 through dovetail fibers;
s10, mounting of the crossbar 73: installing a transverse strut 73 on the outer side of the vertical strut 70, and fixing the transverse strut 73 by using a split bolt 74;
s11, filling: pouring polyphenyl particle cement composite slurry into the gap between the two groups of single-side panels through the material pouring holes 100 or the material pouring pipes 8;
s12, plugging: the potting hole 100 is sealed with the closing panel 11, or the filling pipe 8 is sealed with a plug, thereby suppressing the slurry from overflowing.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (10)
1. The utility model provides a cast-in-place partition wall template structure which characterized in that: including two sets of unilateral panels, every group the unilateral panel includes that a plurality of is main wall panel (1), is located to be connected with structural connection spare (2) between the main wall panel (1) of avris and the building structure, is connected with internal stay connecting piece (3) between two relative main wall panel (1), unilateral panel top is provided with a plurality of and is used for irritating material hole (100) to the space between two sets of unilateral panels, the unilateral panel outside is provided with reinforcement component (7) that are used for fixed two sets of unilateral panels, reinforcement component (7) including perpendicular vaulting pole (70) that are used for supporting the unilateral panel, be used for supporting violently vaulting pole (73) of perpendicular vaulting pole (70) and be used for taking up the split bolt (74) of violently vaulting pole (73).
2. A cast-in-place partition wall formwork structure according to claim 1, wherein: the inner support connecting pieces (3) are arranged in a plurality of plum blossom shapes.
3. A cast-in-place partition wall formwork structure according to claim 1, wherein: two vertical keels (5) are vertically arranged between the two sets of single-side panels, a transverse keel (6) which is transversely arranged is connected between the two vertical keels (5), and the two vertical keels (5) and the transverse keel (6) enclose a door opening structure.
4. A cast-in-place partition wall formwork structure according to claim 3, wherein: two door and window panel (12) that one and unilateral panel link up are installed respectively to vertical fossil fragments (5) relative one side, door and window panel (12) that one and unilateral panel link up are still installed to horizontal fossil fragments (6) bottom surface.
5. A cast-in-place partition wall formwork structure according to claim 1, wherein: an electric box panel (13) used for enclosing an electric box space is arranged between the two groups of single-side panels, and the electric box panel (13) is connected with the inner support connecting piece (3).
6. A cast-in-place partition wall formwork structure according to claim 1, wherein: an extension panel (10) is arranged above the main wall panel (1), the filling hole (100) is formed in the top of the extension panel (10), and the main wall panel (1) is connected with the extension panel (10) through a panel connecting piece (4).
7. The cast-in-place partition wall formwork structure of claim 6, wherein: an extension rod (700) used for supporting the extension panel (10) is connected beside the vertical support rod (70), and part of the transverse support rods (73) are arranged on one side of the extension rod (700) departing from the extension panel (10).
8. A cast-in-place partition wall formwork structure according to claim 7, wherein: a material injection pipe (8) used for conveying slurry is arranged in the material injection hole (100) in a penetrating mode, and a discharge hole (80) is formed in the material injection pipe (8).
9. A cast-in-place partition wall formwork structure according to claim 8, wherein: the bottom surface of the structure connecting piece (2) positioned at the uppermost side is provided with a connecting net (9) used for supporting a material injection pipe (8), and the material injection pipe (8) is arranged in a mesh hole of the connecting net (9) in a penetrating way.
10. A construction process of a cast-in-place partition wall formwork structure of any one of claims 1 to 9, characterized in that: the method comprises the following steps:
s1, measuring and paying off, and popping up a base line for installation on the building structure;
s2, assembling and reinforcing the single-side panel;
s3, mounting the structural connecting piece (2), and mounting the structural connecting piece (2) on a building structure for fixing the main wall panel (1);
s4, installing the inner support connecting pieces (3), and installing the inner support connecting pieces (3) on a group of unilateral panels;
s5, installing single-side panels, and installing a group of single-side panels on the structural connecting piece (2);
s6, mounting the other group of single-side panels on the structural connecting piece (2) through a secondary vertical plate, wherein two ends of the structural connecting piece (2) are respectively connected with the two groups of single-side panels;
s7, reinforcing the two groups of single-side panels;
s9, pouring, namely injecting slurry into the pouring hole (100);
and S10, plugging the filling hole (100).
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