CN206873914U - A kind of assembly concrete shear wall structure dedicated aluminium alloy template - Google Patents
A kind of assembly concrete shear wall structure dedicated aluminium alloy template Download PDFInfo
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- CN206873914U CN206873914U CN201720473691.6U CN201720473691U CN206873914U CN 206873914 U CN206873914 U CN 206873914U CN 201720473691 U CN201720473691 U CN 201720473691U CN 206873914 U CN206873914 U CN 206873914U
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Abstract
The utility model discloses a kind of assembly concrete shear wall structure dedicated aluminium alloy template, including at least one piece of riser, when riser is more than two pieces, each riser, which is used to surround with structure prefabricated components, forms cast-in-place region so as to formation of concrete component, and riser is combined into ringent end and is used to be fixed on structure prefabricated components；When riser is one piece, the riser, which is used to surround with structure prefabricated components and non-structural prefabricated components, forms cast-in-place region so as to formation of concrete component, and the riser is combined into ringent end with non-structural prefabricated components and is used to be fixed on structure prefabricated components and non-structural prefabricated components；Every piece of riser is a complete plate body or formed by multiple plate body unit spliceds.The utility model efficiency of construction is high, and construction quality is good, easy for construction, versatile, reusable edible, energy-conserving and environment-protective, high capacity, and stability is good.The cast-in-place concrete structure construction finished surface poured with the utility model is smooth attractive in appearance, saves plaster process, shortens the duration.
Description
Technical field
It the utility model is related to a kind of assembly concrete shear wall structure dedicated aluminium alloy template.
Background technology
At present, prefabrication system promotes China's building industrialization and building is produced in the popularization and application in China
Industry develops rapidly, domestic that the practical application of prefabricated assembled concrete building and theoretical research are deepened continuously.
, it is necessary to be molded using template as concrete structure or reinforced concrete structure in cast-in-place concrete structure construction
Mould, template typically matched somebody with somebody by panel and support system (including keel, truss, girder etc., and vertical support structure), connection
Part (including bolt, be coupled buckle, template face is coupled zero, accessory between supporting member and supporting member) forms.Template is pressed
Material is divided into steel form, aluminum alloy mould plate, bamboo slab rubber, plank sheathing and plastic plate etc..
Traditional aluminum alloy mould plate is usually used in the construction of large area cast-in-place concrete structure, still, for prefabricated assembled mixed
The template construction that solidifying civil engineering builds middle local cast-in-place structural part then seldom uses aluminum alloy mould plate, prefabricated assembled concrete building
Middle local cast-in-place structural part is primarily referred to as other prefabricated components being connected between precast shear wall and with precast shear wall
During handing-over, the rear pouring concrete structure of handover region use.Due to only having among most of assembly concrete shear walls building
Node region is cast-in-place, and cast-in-place Area comparison is small, and aluminum alloy mould plate will make in-site installation in factory, it requires modularization, such as
The cast-in-place position of fruit is in irregular shape, such as local arc, and traditional aluminum alloy mould plate does not just apply to.
Local cast-in-place structural part is now more using the bookbinding of plank sheathing scene in prefabricated assembled concrete building, and it is being constructed
During there is following defect：
(1) plank sheathing formwork, form removal are time-consuming more, and not only labor intensity is big, and operating efficiency is low.
(2) job site working face is big so that job site is not clean and tidy enough, occupies transport channel, influences other positions and applies
Work.
(3) plank sheathing material recovery recycling property is poor, inadequate energy-conserving and environment-protective.
Plank sheathing wood surface is coarse and wooden model plate between bind seam due to, concrete component can be caused
Finished surface is not smooth enough so that concrete component finished surface is of low quality.
Therefore, local cast-in-place structural part construction quality is uneven in existing prefabricated assembled concrete building, standard
Change degree is low, and economic benefit is not obvious enough.
Utility model content
The purpose of this utility model be to provide it is a kind of it is versatile, stability is good, high capacity, easy for construction, construction
Cycle is short, repeatable usability is high, the concrete component construction measured assembly concrete shear wall structure of finished surface matter is special
Aluminum alloy mould plate, the suitably wide popularization and application in assembly concrete Shear Wall Structure Construction.
The purpose of this utility model is realized by following technical measures：A kind of assembly concrete shear wall structure is special
With aluminum alloy mould plate, it is characterised in that：It includes at least one piece of riser, and when riser is more than two pieces, each riser is used for and knot
Structure prefabricated components, which surround, forms cast-in-place region so as to formation of concrete component, and riser is combined into ringent end and is used to fix
On structure prefabricated components；When riser is one piece, the riser is used to surround with structure prefabricated components and non-structural prefabricated components
Cast-in-place region is formed so as to formation of concrete component, the riser and non-structural prefabricated components be combined into ringent end be used for it is solid
It is scheduled on structure prefabricated components and non-structural prefabricated components；Every piece of riser is a complete plate body or by multiple plate body unit spliceds
Form.
The utility model is the cast-in-place knot of part related to shear wall in prefabricated assembled concrete Shear Wall Structure Construction
Structure provides a set of special supporting aluminum alloy pattern plate, specification working procedure, improves efficiency of construction, ensure that construction quality.This reality
It is that prefabrication is completed with the aluminum alloy pattern plate of new design, transports in-site installation, easy for construction, versatile, reusable edible,
Energy-conserving and environment-protective.The utility model improves the construction technology of traditional aluminum alloy pattern plate, according to design feature, a variety of uniquenesses of utility model
The modular shuttering element of shape, and the factor installed is transported in view of worker, specification scantling, reach and be available for single carrying and installation
It is required that reducing operation side, speed of application is accelerated.The utility model be aluminum alloy pattern plate one kind, high capacity, stability
It is good.The cast-in-place concrete structure construction finished surface poured using the utility model is smooth attractive in appearance, can save plaster process, shorten work
Phase.
As a kind of embodiment of the present utility model, the riser is one piece, and the cross section of riser is equilateral L-shaped,
It is located at the inner side in cast-in-place region, and as the inner template in cast-in-place region, the outside in cast-in-place region is provided with non-structural prefabricated components, its
Exterior sheathing as cast-in-place region.
As a kind of embodiment of the present utility model, present embodiment be applied to floor in contiguous prefabricated shear wall it
Between using monoblock type seam connection when, seam be located at longitudinal cross wall junction and after pour region for L-shaped (or T-shaped) aluminium alloy mould
Plate.The riser is two pieces, and the cross section of every piece of riser is equilateral L-shaped, and the riser positioned at outside is outer panel, the outside
Plate is one piece of complete plate body or is spliced by two pieces of flat plate body units in outer rotation angle position or by two pieces of flat boards
The plate body unit and external corner position plate of shape are spliced, and the riser positioned at inner side is interior plate, and the interior plate is one piece of integral plate
Body, or interior plate are spliced by two boards body unit, and the cross section of one of plate body unit is long short side L-shaped, and its is short
Side is connected with another piece for the plate body unit of flat board, or interior plate is made up of three pieces of plate body units, wherein two boards body unit
It is identical flat board, another piece of plate body unit is inner corner trim position plate, and both ends of two pieces of flat boards respectively with inner corner trim position plate are connected.
As another embodiment of the present utility model, present embodiment is to be applied to contiguous prefabricated shear wall in floor
Between using the connection of monoblock type seam when, seam be located at the aluminium alloy mould of longitudinal cross wall T-shaped junction and cast-in-place region for in-line
Plate.The riser is three pieces, and every piece of riser is a complete plate body, wherein the cross section of two pieces of risers is inequilateral L-shaped, and should
The long side of two pieces of risers is relative to form ringent end for being connected with the cross wall in structure prefabricated components, two pieces of risers
Short side be with another piece respectively flat riser it is relative formed ringent end with the vertical wall company in structure prefabricated components
Connect.
As a kind of preferred embodiment of the present utility model, ringent end and the structure prefabricated components of the riser
It is connected by drawknot bolt, groove is provided with the end outer wall of structure prefabricated components, it is described in a groove provided with rubber washer
Drawknot bolt is fixed through structure prefabricated components and rubber washer with riser drawknot, on the outside of the groove and is in cast-in-place region
Anti-seepage material is provided with structure prefabricated components interface edge position.
As another embodiment of the present utility model, present embodiment is to be applied to contiguous prefabricated shear wall in floor
Between using monoblock type seam connection when, seam is located at the aluminium of longitudinal cross wall T-shaped junction but the in-line without public cast-in-place region
Alloy templates, the riser are two pieces of flat boards of size identical, and every piece of riser is a complete plate body, and two pieces of risers are oppositely arranged
And two pieces of risers form the one end of opening for being connected with the cross wall in structure prefabricated components, the other end is contradicted in structure
On vertical wall in prefabricated components.
As another embodiment of the present utility model, present embodiment is to be applied to in-line shear wall end in floor
The cast-in-place aluminum alloy pattern plate of portion's edge member.The riser is three pieces of flat boards, and every piece of riser is a complete plate body, wherein two pieces of risers
Size is identical and is oppositely arranged, and knot is gone along with sb. to guard him in three faces of one end composition that another piece of riser is fixed on two pieces of risers formation openings
Structure, the other end that two pieces of risers form opening are connected on structure prefabricated components.
The utility model also has implementation below, and present embodiment is applied to cast-in-place concrete collar tie beam in floor
Aluminum alloy mould plate, the riser be two tile height is identical and flat board that length is different, two pieces of risers are a complete plate body, compared with
Short riser is short slab, and longer riser is long slab, and short slab is oppositely arranged with long slab and the two one end for forming opening is fixed
On structure prefabricated components, the other end of short slab is contradicted at superimposed sheet bottom, and the other end of long slab is contradicted in blind end structure
On part.
As a kind of preferred embodiment of the present utility model, ringent one end and the prefabricated structure of structure of the riser
Part is connected by drawknot bolt, and groove is provided with the end outer wall of structure prefabricated components, described in a groove provided with rubber washer
Drawknot bolt is fixed through structure prefabricated components and rubber washer with riser drawknot, on the outside of the groove and is in cast-in-place region
Anti-seepage material is provided with structure prefabricated components interface edge position, ringent the other end of the riser is by drawknot bolt
Pass through, and the drawknot bolt is located in cast-in-place region.
As a kind of preferred embodiment of the present utility model, the top of the plate body unit has the horizontal folding to turn up
Side, the plate body unit is connected by flanging with flanging or flanging is connected the spelling for realizing plate body unit with the backboard of plate body unit
Connect.
As further improvement of the utility model, ribbed stiffener, the ribbed stiffener bag are provided with the outer wall of the riser
Vertical ribbed stiffener and transverse stiffener are included, the transverse stiffener is by multigroup ribbed stiffener group being be arranged in parallel along riser short transverse
Into every group of ribbed stiffener is two ribbed stiffeners of intensive parallel arrangement, and the drawknot bolt is installed between two ribbed stiffeners.
Compared with prior art, the utility model has following significant effect：
(1) the utility model is that part related to shear wall in prefabricated assembled concrete Shear Wall Structure Construction is cast-in-place
Structure provides a set of special supporting aluminum alloy pattern plate, specification working procedure, improves efficiency of construction, ensure that construction quality.
(2) the utility model aluminum alloy pattern plate is completed for prefabrication, transports in-site installation, easy for construction, versatile, can
Recycle, energy-conserving and environment-protective.
(3) the utility model improves the construction technology of traditional aluminum alloy pattern plate, according to design feature, has a variety of unique shapes
Modular shuttering element, and in view of worker transport installation factor, specification scantling, reach be available for single carrying and installation will
Ask, reduce operation side, accelerate speed of application.
(4) the utility model is aluminum alloy pattern plate, high capacity, and stability is good.
(5) the cast-in-place concrete structure construction finished surface poured using the utility model is smooth attractive in appearance, can save plaster work
Sequence, shorten the duration.
(6), in order to avoid grouting is exosmosed, in cast-in-place region and structure prefabricated components interface edge, enclose pad one and enclose antiseep material
Material, anti-seepage material can specifically use sponge strip, have the features such as compressibility is strong, and density is good, do not influenceing site concrete
On the premise of compact dimensions, can effectively anti-blocking slurries, avoid leaking outside.
(7) the utility model is installed support system and reinforced if necessary, and shoring is installed on the back cord of aluminum alloy pattern plate,
By template effectively fixed support, it is ensured that firm and construction safety of the template in filling process.
Brief description of the drawings
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
Fig. 1 is one of elevation of the utility model embodiment 1；
Fig. 2 is one of profile of line A-A along Fig. 1；
Fig. 3 is two of the profile of line A-A along Fig. 1；
Fig. 4 is three of the profile of line A-A along Fig. 1；
Fig. 5 is four of the profile of line A-A along Fig. 1；
Fig. 6 is the two of the elevation of the utility model embodiment 1；
Fig. 7 is one of profile of line B-B along Fig. 6；
Fig. 8 is two of the profile of line B-B along Fig. 6；
Fig. 9 is three of the profile of line B-B along Fig. 6；
Figure 10 is the cross-sectional view of the utility model embodiment 2；
Figure 11 is the elevation of the utility model embodiment 3；
Figure 12 is the profile of the line C-C along Figure 11；
Figure 13 is the elevation of the utility model embodiment 4；
Figure 14 is the profile of the line D-D along Figure 13；
Figure 15 is one of elevation of the utility model embodiment 5；
Figure 16 is the profile of the E-E lines along Figure 15；
Figure 17 is the two of the elevation of the utility model embodiment 5；
Figure 18 is the profile of the F-F lines along Figure 17；
Figure 19 is the elevation of the utility model embodiment 6；
Figure 20 is the profile of the G-G lines along Figure 19.
Embodiment
Embodiment 1
A kind of assembly concrete shear wall structure dedicated aluminium alloy template of the utility model, it is perpendicular including at least one piece
Plate, when riser is more than two pieces, each riser, which is used to surround with structure prefabricated components 1, forms cast-in-place region so as to formation of concrete
Component, and riser is combined into ringent end and is used to be fixed on structure prefabricated components, every piece of riser be a complete plate body or
Person is formed by multiple plate body unit spliceds.
As shown in Fig. 1~9, the present embodiment is to be applied between contiguous prefabricated shear wall using monoblock type seam connect in floor
When connecing, seam be located at longitudinal cross wall junction and after pour region be L-shaped (or T-shaped) aluminum alloy mould plate.Riser is two pieces, and every piece perpendicular
The cross section of plate is equilateral L-shaped, and the riser positioned at outside is outer panel, and exterior angle aluminum alloy pattern plate considers component size and carrying and installation
Convenient, outer panel can be one piece of complete plate body or is spliced by two pieces of flat plate body units 2 in outer rotation angle position
Or be spliced by two pieces of flat plate body units 2 and external corner plate 41, referring to Fig. 1~Fig. 9；Riser positioned at inner side is interior
Side plate, interior plate is one piece of complete plate body, referring to Fig. 2 and 7；Or interior plate is spliced by two boards body unit 2, wherein one
The cross section of block plate body unit is inequilateral L-shaped, and its short side is connected with another piece for the plate body unit of flat board, referring to Fig. 3 and 8；
Or interior plate is made up of three pieces of plate body units 2, wherein two boards body unit is identical flat board, and another piece of plate body unit is cloudy
Angle position plate, both ends of two pieces of flat boards respectively with inner corner trim position plate are connected, referring to Fig. 4,5 and 9.
The ringent end of riser is connected with structure prefabricated components 1 by drawknot bolt 5, in structure prefabricated components 1
Groove 10 is provided with the outer wall of end, rubber washer 7 is provided with groove 10, drawknot bolt 5 passes through structure prefabricated components 1 and rubber
Packing ring 7 is fixed with riser drawknot, and metallic gasket 6 is provided between drawknot bolt 5 and riser, in the outside of groove 10 and is in cast-in-place area
Domain 11 is provided with anti-seepage material with the interface edge position of structure prefabricated components 1, and anti-seepage material uses sponge strip 8.
The top of plate body unit 2 has the horizontal flanging to turn up, and plate body unit 2 is connected or rolled over flanging by flanging
Side is connected the splicing for realizing plate body unit 2 with the backboard of plate body unit, is connected especially by pin 4.
Ribbed stiffener 9 is provided with the outer wall of riser, ribbed stiffener 9 includes vertical ribbed stiffener and transverse stiffener, lateral stiffening
Rib is made up of multigroup ribbed stiffener 9 being be arranged in parallel along riser short transverse, and every group of ribbed stiffener 9 is two of intensive parallel arrangement and added
Strength rib, drawknot bolt 5 is installed between two ribbed stiffeners 9.
The installation process of the present embodiment is：After structure prefabricated components 1 and reinforcement installation are in place, rubber is laid in groove 10
After glue gasket circle 7 and sponge strip 8, installation brushes the aluminum alloy pattern plate 3 of releasing agent in advance.Connected between polylith aluminum alloy pattern plate by pin 4, most
Aluminium is fixed by the reserving hole of structure prefabricated components 1 and sleeve pipe drawknot bolt 5 between the parallel ribbed stiffener 9 of double bars on aluminum alloy pattern plate afterwards
Template 3, complete aluminum alloy pattern plate installment work.
Three-dimensional modeling, row's mould first are carried out by construction drawing by unit in charge of construction, and provide can direct guiding construction operating personnel
The drawing directly perceived of construction.Precast concrete shear wall and associated components installation are treated in place and after reinforcing bar colligation completion, according to figure
Paper row's mould numbering assembling aluminum alloy mould plate component.By the use of precast concrete shear wall component as shuttering supporting face, by cast-in-place knot
Structure region security is effectively gone along with sb. to guard him, and is taken effective fastening and leak-proof measure, is increased independent form bracing system if necessary, reach
Not spillage during concrete perfusion, do not rise mould, the purpose that not quick-fried mould and cast-in-place position are effectively combined with prefabricated components, and energy
Obtain the good construction effect that concrete finished surface flat smooth saves plaster process.
Monoblock type seam should be used to connect between prefabricated assembled concrete shear wall structure, most of seam is positioned in length and breadth
The confined boundary member of wall junction and construction edge member region.Above-mentioned component need to be reserved in factory process by design drawing
Drawknot bolt mounting holes.Need to tie up the lifting of above-mentioned precast concrete shear wall, installation and reinforcing bar before assembling aluminum alloy mould plate
Connection work is pricked to complete.
Embodiment 2
As shown in Figure 10, the present embodiment and the difference of embodiment 1 are：The present embodiment is pre- in length and breadth applied to exterior wall
When between shear wall processed using the connection of monoblock type seam, and after to pour region be L-shaped, riser 3 is one piece, and the cross section of riser 3 is
Equilateral L-shaped, it is located at the inner side in cast-in-place region 11, and as the inner template in cast-in-place region 11, the outside in cast-in-place region 11 is provided with
Non-structural prefabricated components, non-structural prefabricated components are specifically precast heated board 14 (or finishing hanging plate), and it is as cast-in-place region
Exterior sheathing.Riser 3 can be divided into single piece type, two piece combined and three is piece combined, same as Example 1.Riser 3 and prefabricated guarantor
The ringent end that warm plate 14 is combined into is connected with structure prefabricated components 1 by drawknot bolt 5, in structure prefabricated components 1
Groove 10 is provided with medial end outer wall, rubber washer 7 is provided with groove 10, drawknot bolt 5 passes through precast heated board 14, erected
The prefabricated components 1 of plate 3 and rubber washer 7 are fixed with riser drawknot, metallic gasket 6 are provided between drawknot bolt 5 and riser, in groove
Anti-seepage material is provided with the outside of 10 and in cast-in-place region 11 with the interface edge position of structure prefabricated components 1, anti-seepage material is adopted
With sponge strip 8.
The installation process of the present embodiment is：After structure prefabricated components 1 and reinforcement installation are in place, rubber is laid in groove 10
After glue gasket circle 7 and sponge strip 8, installation brushes the aluminum alloy pattern plate 3 of releasing agent in advance.Connected between polylith aluminum alloy pattern plate by pin 4, most
Aluminium is fixed by the reserving hole of structure prefabricated components 1 and sleeve pipe drawknot bolt 5 between the parallel ribbed stiffener 9 of double bars on aluminum alloy pattern plate afterwards
Template 3, complete aluminum alloy pattern plate installment work.
Embodiment 3
As shown in FIG. 11 and 12, the present embodiment and the difference of embodiment 1 are：The present embodiment is applied in floor
When between contiguous prefabricated shear wall using the connection of monoblock type seam, it is one that seam, which is located at longitudinal cross wall T-shaped junction and cast-in-place region,
The aluminum alloy mould plate 3 of font.Riser is three pieces, and every piece of riser is a complete plate body, wherein the cross section of two pieces of risers is not
Equilateral L-shaped, and the relative ringent end of formation of long side of two pieces of risers is used to be connected with the cross wall in structure prefabricated components,
The short side of two pieces of risers be the flat riser ringent end of relative formation with another piece respectively with the prefabricated structure of structure
Vertical wall connection in part 1.
The installation process of the present embodiment is：Aluminum alloy pattern plate 3 is fixed on structure prefabricated components 1 by drawknot bolt 5.Structure is pre-
After component 1 processed and reinforcement installation are in place, after laying rubber sheet gasket circle 7 and sponge strip 8 in pad groove 10, brush in advance is installed
The aluminum dipping form board member 3 of good releasing agent.It is reserved by structure prefabricated components 1 between the parallel ribbed stiffener 9 of double bars on aluminum alloy pattern plate afterwards
Hole and sleeve pipe drawknot bolt 5 fix aluminum alloy pattern plate 3, complete aluminum alloy pattern plate installment work.
Embodiment 4
As shown in Figs. 13 and 14, the present embodiment and the difference of embodiment 1 are：The present embodiment is applied in floor
When between contiguous prefabricated shear wall using the connection of monoblock type seam, seam is located at longitudinal cross wall T-shaped junction but without public cast-in-place area
The aluminum alloy mould plate 3 of the in-line in domain, riser are two pieces of flat boards of size identical, and every piece of riser is a complete plate body, this two pieces
Riser is oppositely arranged and two pieces of risers form the one end of opening for being connected with the cross wall in structure prefabricated components 1, another
End is contradicted on the vertical wall in structure prefabricated components 1.
The installation process of the present embodiment is：Aluminum alloy pattern plate 3 is fixed on structure prefabricated components 1 by drawknot bolt 5.Structure is pre-
After component 1 processed and reinforcement installation are in place, rubber sheet gasket circle 7 and sponge strip 8 are laid in pad groove 10.In the present embodiment
In, the drawknot bolt 5 of the one end of aluminum alloy pattern plate 3 is fixed on structure prefabricated components 1, and the drawknot bolt 5 of the other end is fixed on cast-in-place area
In domain 11.After installation brushes the aluminum dipping form board member 3 of releasing agent in advance, pass through knot between the parallel ribbed stiffener 9 of double bars on aluminum alloy pattern plate
The reserving hole of structure prefabricated components 1 and sleeve pipe (reserving sleeve pipe in cast-in-place region) drawknot bolt 5 fix aluminum alloy pattern plate 3, complete aluminum alloy pattern plate peace
Fill work.
Embodiment 5
As shown in figures 15 to 18, the present embodiment and the difference of embodiment 1 are：The present embodiment is applied in floor
The aluminum alloy pattern plate 3 of in-line shear wall end edge component cast-in-situ.Riser is three pieces of flat boards, and every piece of riser is a complete plate body,
Wherein two pieces of riser sizes are identical and are oppositely arranged, and another piece of riser is fixed on the one end composition that two pieces of risers form opening
Three face building enclosures, the other end that two pieces of risers form opening are connected on structure prefabricated components.According to cast-in-place region shape
Formula feature, Figure 15, Figure 16 aluminum alloy pattern plate go along with sb. to guard him form using three pieces of faces of single piece type template three, and Figure 17, Figure 18 will using corner formwork
Three template connection combinations.
The installation process of the present embodiment is：Aluminum alloy pattern plate 3 is fixed on structure prefabricated components 1 by drawknot bolt 5.Structure is pre-
After component 1 processed and reinforcement installation are in place, rubber sheet gasket circle 7 and sponge strip 8 are laid in groove 10.In the present embodiment, aluminium
The drawknot bolt 5 of the one end of template 3 is fixed on structure prefabricated components 1, and the drawknot bolt 5 of the other end is fixed in cast-in-place region 2.
After installation brushes the aluminum dipping form board member 3 of releasing agent in advance, pass through the prefabricated structure of structure between the parallel ribbed stiffener 9 of double bars on aluminum alloy pattern plate
The reserving hole of part 1 and sleeve pipe (reserving sleeve pipe in cast-in-place region) drawknot bolt 5 fix aluminum alloy pattern plate 3, complete aluminum alloy pattern plate installment work.
Embodiment 6
As shown in Figures 19 and 20, the present embodiment and the difference of embodiment 1 are：The present embodiment is applied in floor
The aluminum alloy mould plate 3 of cast-in-place concrete collar tie beam, riser be two tile height is identical and flat board that length is different, two pieces of risers are
One complete plate body, shorter riser are short slab, and longer riser is long slab, and short slab is oppositely arranged with long slab and the two forms and is open
One end be fixed on structure prefabricated components 1, the conflict of the other end of short slab is on the bottom of superimposed sheet 12, and long slab is another
End is contradicted on blind end component 13.Blind end component 13 is template or wall etc..
The installation process of the present embodiment is：After structure prefabricated components 1 and reinforcement installation are in place, rubber is laid in groove 10
Glue gasket circle 7 and sponge strip 8.In the present embodiment, the drawknot bolt 5 of the one end of aluminum alloy pattern plate 3 is fixed on structure prefabricated components 1,
The drawknot bolt 5 of the other end is fixed in cast-in-place region 11.After installation brushes the aluminum alloy pattern plate 3 of releasing agent in advance, on aluminum alloy pattern plate
Pass through the reserving hole of structure prefabricated components 1 and sleeve pipe (reserving sleeve pipe in cast-in-place region) drawknot bolt 5 between the parallel ribbed stiffener 9 of double bars
Fixed aluminum alloy pattern plate 3, completes aluminum alloy pattern plate installment work.
Embodiment not limited to this of the present utility model, according to the above of the present utility model, according to the general of this area
Logical technological know-how and customary means, under the premise of the above-mentioned basic fundamental thought of the utility model is not departed from, the utility model can be with
It is implemented according to job site actual conditions in various precast shear wall concrete structure constructions, according to the not similar shape in cast-in-place region
Formula combines each riser of aluminum alloy pattern plate.Therefore, the utility model can also make the modification, replacement or change of other diversified forms,
All fall within the utility model rights protection scope.
Claims (10)
- A kind of 1. assembly concrete shear wall structure dedicated aluminium alloy template, it is characterised in that：It includes at least one piece of riser, When riser is more than two pieces, each riser, which is used to surround with structure prefabricated components, forms cast-in-place region so as to formation of concrete structure Part, and riser is combined into ringent end and is used to be fixed on structure prefabricated components；When riser is one piece, the riser is used for Surrounded with structure prefabricated components and non-structural prefabricated components and form cast-in-place region so as to formation of concrete component, the riser and non-knot Structure prefabricated components are combined into ringent end and are used to be fixed on structure prefabricated components and non-structural prefabricated components；Every piece of riser It is a complete plate body or is formed by multiple plate body unit spliceds.
- 2. assembly concrete shear wall structure dedicated aluminium alloy template according to claim 1, it is characterised in that：It is described Riser is one piece, and the cross section of riser is equilateral L-shaped, and it is located at the inner side in cast-in-place region, as the inner template in cast-in-place region, The outside in cast-in-place region is provided with non-structural prefabricated components, its exterior sheathing as cast-in-place region.
- 3. assembly concrete shear wall structure dedicated aluminium alloy template according to claim 1, it is characterised in that：It is described Riser is two pieces, and the cross section of every piece of riser is equilateral L-shaped, and the riser positioned at outside is outer panel, and the outer panel is one The complete plate body of block or it is spliced by two pieces of flat plate body units in outer rotation angle position or by two blocks of flat plates Body unit and external corner position plate are spliced, and the riser positioned at inner side is interior plate, and the interior plate is one piece of complete plate body, or Interior plate is spliced by two boards body unit, and the cross section of one of plate body unit is long short side L-shaped, its short side with it is another Block is connected for the plate body unit of flat board, or interior plate is made up of three pieces of plate body units, and wherein two boards body unit is identical Flat board, another piece of plate body unit are inner corner trim position plates, and both ends of two pieces of flat boards respectively with inner corner trim position plate are connected.
- 4. assembly concrete shear wall structure dedicated aluminium alloy template according to claim 1, it is characterised in that：It is described Riser is three pieces, and every piece of riser is a complete plate body, wherein the cross section of two pieces of risers is inequilateral L-shaped, and this two pieces perpendicular The long side of plate is relative to form ringent end for being connected with the cross wall in structure prefabricated components, the short side point of two pieces of risers It is that the ringent end of the relative formation of flat riser is connected with the vertical wall in structure prefabricated components with another piece.
- 5. the assembly concrete shear wall structure dedicated aluminium alloy template according to claim 3 or 4, it is characterised in that： The ringent end of the riser is connected with structure prefabricated components by drawknot bolt, in the end outer wall of structure prefabricated components On be provided with groove, pass through structure prefabricated components and rubber washer and riser provided with rubber washer, the drawknot bolt in a groove Drawknot is fixed, and antiseep material is provided with the outside of the groove and in cast-in-place region with structure prefabricated components interface edge position Material.
- 6. assembly concrete shear wall structure dedicated aluminium alloy template according to claim 1, it is characterised in that：It is described Riser is two pieces of flat boards of size identical, and every piece of riser is a complete plate body, and two pieces of risers are oppositely arranged and two pieces of risers The one end for forming opening is used to be connected with the cross wall in structure prefabricated components, and the other end is contradicted in structure prefabricated components On vertical wall.
- 7. assembly concrete shear wall structure dedicated aluminium alloy template according to claim 1, it is characterised in that：It is described Riser is three pieces of flat boards, and every piece of riser is a complete plate body, wherein two pieces of riser sizes are identical and are oppositely arranged, another piece perpendicular Plate is fixed on the one end three face building enclosures of composition that two pieces of risers form opening, and two pieces of risers form the other end of opening Portion is connected on structure prefabricated components.
- 8. assembly concrete shear wall structure dedicated aluminium alloy template according to claim 1, it is characterised in that：It is described Riser be two tile height is identical and flat board that length is different, two pieces of risers are a complete plate body, and shorter riser is short slab, Longer riser is long slab, and short slab is oppositely arranged with long slab and the two one end for forming opening is fixed on structure prefabricated components On, the other end of short slab is contradicted in the bottom of superimposed sheet, and the other end of long slab is contradicted on blind end component.
- 9. the assembly concrete shear wall structure dedicated aluminium alloy template according to any one of claim 6~8, its feature It is：The ringent one end of the riser is connected with structure prefabricated components by drawknot bolt, in structure prefabricated components End outer wall is provided with groove, passes through structure prefabricated components and rubber washer provided with rubber washer, the drawknot bolt in a groove It is connected with riser, antiseepage is provided with the outside of the groove and in cast-in-place region with structure prefabricated components interface edge position Material is leaked, ringent the other end of the riser is passed through by drawknot bolt, and the drawknot bolt is located in cast-in-place region.
- 10. assembly concrete shear wall structure dedicated aluminium alloy template according to claim 9, it is characterised in that： The outer wall of the riser is provided with ribbed stiffener, and the ribbed stiffener includes vertical ribbed stiffener and transverse stiffener, the lateral stiffening Rib is made up of multigroup ribbed stiffener being be arranged in parallel along riser short transverse, and every group of ribbed stiffener is two of intensive parallel arrangement and put more energy into Rib, the drawknot bolt is installed between two ribbed stiffeners.
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107023160A (en) * | 2017-04-28 | 2017-08-08 | 广东省建科建筑设计院有限公司 | A kind of assembly concrete shear wall structure dedicated aluminium alloy template |
| CN109057318A (en) * | 2018-09-25 | 2018-12-21 | 韶关学院 | Assembled architecture template system and wall body module |
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2017
- 2017-04-28 CN CN201720473691.6U patent/CN206873914U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107023160A (en) * | 2017-04-28 | 2017-08-08 | 广东省建科建筑设计院有限公司 | A kind of assembly concrete shear wall structure dedicated aluminium alloy template |
| CN109057318A (en) * | 2018-09-25 | 2018-12-21 | 韶关学院 | Assembled architecture template system and wall body module |
| CN109057318B (en) * | 2018-09-25 | 2020-09-04 | 韶关学院 | Assembly type building template system and wall body module |
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