CN107023160A - 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
- Publication number
- CN107023160A CN107023160A CN201710290562.8A CN201710290562A CN107023160A CN 107023160 A CN107023160 A CN 107023160A CN 201710290562 A CN201710290562 A CN 201710290562A CN 107023160 A CN107023160 A CN 107023160A
- Authority
- CN
- China
- Prior art keywords
- riser
- prefabricated components
- pieces
- cast
- plate body
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 229910000838 Al alloy Inorganic materials 0.000 title claims abstract description 69
- 239000004567 concrete Substances 0.000 title claims abstract description 49
- 230000015572 biosynthetic process Effects 0.000 claims abstract description 18
- 239000000203 mixture Substances 0.000 claims abstract description 7
- 239000003351 stiffener Substances 0.000 claims description 29
- 239000000463 material Substances 0.000 claims description 14
- 238000010276 construction Methods 0.000 abstract description 33
- 238000000034 method Methods 0.000 abstract description 7
- 230000008569 process Effects 0.000 abstract description 5
- 239000011505 plaster Substances 0.000 abstract description 4
- 238000009434 installation Methods 0.000 description 13
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 9
- 229910052782 aluminium Inorganic materials 0.000 description 9
- 239000004411 aluminium Substances 0.000 description 6
- 239000003795 chemical substances by application Substances 0.000 description 6
- 238000011900 installation process Methods 0.000 description 6
- 230000002787 reinforcement Effects 0.000 description 6
- 230000001680 brushing effect Effects 0.000 description 3
- 238000013461 design Methods 0.000 description 3
- 238000007598 dipping method Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 239000003292 glue Substances 0.000 description 3
- 239000011178 precast concrete Substances 0.000 description 3
- 238000009417 prefabrication Methods 0.000 description 3
- 230000032258 transport Effects 0.000 description 3
- 230000008859 change Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 1
- 235000017491 Bambusa tulda Nutrition 0.000 description 1
- 241001330002 Bambuseae Species 0.000 description 1
- 206010015866 Extravasation Diseases 0.000 description 1
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 1
- 230000018199 S phase Effects 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 229910045601 alloy Inorganic materials 0.000 description 1
- 239000000956 alloy Substances 0.000 description 1
- 239000011425 bamboo Substances 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000036251 extravasation Effects 0.000 description 1
- 238000005429 filling process Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 230000010412 perfusion Effects 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Classifications
-
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses a kind of assembly concrete shear wall structure dedicated aluminium alloy template, including at least one piece riser, when riser is more than two pieces, each riser is used to surround the cast-in-place region of composition with structure prefabricated components so that formation of concrete component, and riser are combined into ringent end and are used to be fixed on structure prefabricated components；When riser is one piece, the riser is used to surround the cast-in-place region of composition with structure prefabricated components and non-structural prefabricated components so as to formation of concrete component, and the riser is combined into ringent end with non-structural prefabricated components to be 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 present invention improves efficiency of construction, it is ensured that construction quality, easy construction, highly versatile, reusable edible, energy-conserving and environment-protective.High capacity of the present invention, stability is good.The cast-in-place concrete structure construction finished surface poured using the present invention is smooth attractive in appearance, saves plaster process, shortens the duration.
Description
Technical field
The present invention relates 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 of China
Developing rapidly for industry, it is 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) is constituted.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 that handover region is used.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
Really cast-in-place position is in irregular shape, such as local arc, traditional aluminum alloy mould plate is not just applied 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 in construction
During there is following defect：
(1) plank sheathing formwork, form removal are time-consuming more, and not only labor intensity is big, and inefficiency.
(2) job site working face is big so that job site is not clean and tidy enough, occupies transport channel, influences other positions to apply
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.
The content of the invention
It is an object of the invention to provide a kind of highly versatile, good stability, high capacity, easy construction, construction period
Short, repeatable usability is high, the special aluminium of the concrete component construction measured assembly concrete shear wall structure of finished surface matter is closed
Golden template, the suitably wide popularization and application in assembly concrete Shear Wall Structure Construction.
The purpose of the present invention is realized by following technical measures：A kind of special aluminium of assembly concrete shear wall structure
Alloy templates, it is characterised in that：It includes at least one piece riser, and when riser is more than two pieces, each riser is used for pre- with structure
Component processed surrounds the cast-in-place region of composition so that formation of concrete component, and riser are combined into ringent end and are used to be fixed on knot
On structure prefabricated components；When riser is one piece, the riser is used to surround composition with structure prefabricated components and non-structural prefabricated components
Cast-in-place region is so as to formation of concrete component, and the riser is combined into ringent end with non-structural prefabricated components to be used to be fixed on
On structure prefabricated components and non-structural prefabricated components；Every piece of riser be a complete plate body or by multiple plate body unit spliceds and
Into.
The present invention carries for local cast-in-place structural related to shear wall in prefabricated assembled concrete Shear Wall Structure Construction
A set of special supporting aluminum alloy pattern plate is supplied, specification working procedure improves efficiency of construction, it is ensured that construction quality.The present invention is set
The aluminum alloy pattern plate of meter completes for prefabrication, transports in-site installation, easy construction, highly versatile, reusable edible, energy-saving ring
Protect.Present invention improves over the construction technology of traditional aluminum alloy pattern plate, according to design feature, the template structure of a variety of unique shapes has been invented
Part, and the factor installed is transported in view of workman, specification scantling reaches the requirement for being available for single carrying and installation, and reduction is applied
The work scope of operation, accelerates speed of application.The present invention is one kind of aluminum alloy pattern plate, and high capacity, stability is good.Using present invention pouring
Cast-in-place concrete structure construction finished surface it is smooth attractive in appearance, can save plaster process, shorten the duration.
As one embodiment of the present invention, the riser is one piece, and the cross section of riser is equilateral L-shaped, its position
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 conduct
The exterior sheathing in cast-in-place region.
As one embodiment of the present invention, present embodiment is to be applied to adopt between contiguous prefabricated shear wall in floor
When being connected with monoblock type seam, seam be located at longitudinal cross wall junction and after pour region be L-shaped (or T-shaped) aluminum alloy mould plate.Institute
Riser is stated for two pieces, 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 piece of complete plate body or it is spliced by two pieces of flat plate body units in outer rotation angle position or flat by two pieces
Plate 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
Person's 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
One piece of plate body unit for flat board is connected, 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 be inner corner trim position plate, two pieces of flat boards respectively with inner corner trim position plate two ends be connected.
As another embodiment of the invention, present embodiment is applied in floor between contiguous prefabricated shear wall
When being connected using monoblock type seam, seam is located at longitudinal cross wall T-shaped junction and cast-in-place region is the aluminum alloy mould plate of in-line.Institute
Riser is stated for three pieces, 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
The long side of riser is relative to form ringent end for being connected with the cross wall in structure prefabricated components, the short side 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 respectively.
As a kind of preferred embodiment of the present invention, ringent end and the structure prefabricated components of the riser pass through
Drawknot bolt is connected, and groove is provided with the end outer wall of structure prefabricated components, in a groove provided with rubber washer, the drawknot
Bolt is fixed through structure prefabricated components and rubber washer with riser drawknot, on the outside of the groove and in cast-in-place region and knot
Structure prefabricated components interface edge position is provided with anti-seepage material.
As another embodiment of the present invention, present embodiment is applied in floor between contiguous prefabricated shear wall
When being connected using monoblock type seam, seam is located at the aluminium alloy of longitudinal cross wall T-shaped junction but the in-line without public cast-in-place region
Template, the 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 should
The one end of two pieces of riser formation openings is used to be connected with the cross wall in structure prefabricated components, and the other end contradicts prefabricated in structure
On vertical wall in component.
As the another embodiment of the present invention, present embodiment is to be applied to in-line shear wall end edge in floor
The aluminum alloy pattern plate of edge component cast-in-situ.The riser is three pieces of flat boards, and every piece of riser is a complete plate body, wherein two pieces of riser sizes
Identical and be oppositely arranged, the one end that another piece of riser is fixed on two pieces of risers formation openings constitutes three face building enclosures, should
The other end of two pieces of riser formation openings is connected on structure prefabricated components.
The present invention also has implementation below, and present embodiment is that the aluminium for being applied to cast-in-place concrete collar tie beam in floor is closed
Golden template, the riser be two tile height is identical and flat board that length is different, two pieces of risers are a complete plate body, shorter
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 knot
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 on blind end component.
As a kind of preferred embodiment of the present invention, ringent one end and the structure prefabricated components of the riser lead to
Cross drawknot bolt to be connected, groove is provided with the end outer wall of structure prefabricated components, in a groove provided with rubber washer, the drawknot
Bolt is fixed through structure prefabricated components and rubber washer with riser drawknot, on the outside of the groove and in cast-in-place region and knot
Structure prefabricated components interface edge position is provided with anti-seepage material, and ringent the other end of the riser is worn by drawknot bolt
Cross, and the drawknot bolt is located in cast-in-place region.
As a kind of preferred embodiment of the present invention, the top of the plate body unit has the flanging for the level turned up,
The plate body unit is connected by flanging with flanging or flanging is connected the splicing for realizing plate body unit with the backboard of plate body unit.
As a further improvement on the present invention, ribbed stiffener is provided with the outer wall of the riser, the ribbed stiffener includes perpendicular
To ribbed stiffener and transverse stiffener, the transverse stiffener is made up of multigroup ribbed stiffener being be arranged in parallel along riser short transverse,
Every group of ribbed stiffener is to install the drawknot bolt between two ribbed stiffeners of intensive parallel arrangement, two ribbed stiffeners.
Compared with prior art, the present invention has following significant effect：
(1) the present invention is local cast-in-place structural related to shear wall in prefabricated assembled concrete Shear Wall Structure Construction
There is provided a set of special supporting aluminum alloy pattern plate, specification working procedure improves efficiency of construction, it is ensured that construction quality.
(2) aluminum alloy pattern plate of the present invention is completed for prefabrication, transports in-site installation, and easy construction, highly versatile is recycled
Utilize, energy-conserving and environment-protective.
(3) present invention improves over the construction technology of traditional aluminum alloy pattern plate, according to design feature, the mould with a variety of unique shapes
Board member, and the factor installed is transported in view of workman, specification scantling reaches the requirement for being available for single carrying and installation, subtracted
Small operation side, accelerates speed of application.
(4) the present invention is aluminum alloy pattern plate, and high capacity, stability is good.
(5) it is smooth attractive in appearance using the cast-in-place concrete structure construction finished surface of the invention poured, plaster process can be saved, is contracted
Casual labourer's phase.
(6), in order to avoid grouting extravasation, in cast-in-place region and structure prefabricated components interface edge, the circle antiseep material of pad one is enclosed
Material, anti-seepage material can specifically use sponge strip, and strong with compressibility, the features such as density is good is not influenceing site concrete
, being capable of effectively anti-blocking slurries on the premise of compact dimensions, it is to avoid leakage.
(7) the present invention installs support system and reinforced if necessary, shoring is installed on the back cord of aluminum alloy pattern plate, by mould
Plate effectively fixed support, it is ensured that firm and construction safety of the template in filling process.
Brief description of the drawings
The present invention is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
Fig. 1 is one of elevation of the embodiment of the present invention 1；
Fig. 2 is one of profile of line A-A along along Fig. 1；
Fig. 3 is two of the profile of line A-A along along Fig. 1；
Fig. 4 is three of the profile of line A-A along along Fig. 1；
Fig. 5 is four of the profile of line A-A along along Fig. 1；
Fig. 6 is the two of the elevation of the embodiment of the present invention 1；
Fig. 7 is one of profile of line B-B along along Fig. 6；
Fig. 8 is two of the profile of line B-B along along Fig. 6；
Fig. 9 is three of the profile of line B-B along along Fig. 6；
Figure 10 is the cross-sectional view of the embodiment of the present invention 2；
Figure 11 is the elevation of the embodiment of the present invention 3；
Figure 12 is the profile of the line C-C along along Figure 11；
Figure 13 is the elevation of the embodiment of the present invention 4；
Figure 14 is the profile of the line D-D along along Figure 13；
Figure 15 is one of elevation of the embodiment of the present invention 5；
Figure 16 is the profile of the E-E lines along along Figure 15；
Figure 17 is the two of the elevation of the embodiment of the present invention 5；
Figure 18 is the profile of the F-F lines along along Figure 17；
Figure 19 is the elevation of the embodiment of the present invention 6；
Figure 20 is the profile of the G-G lines along along Figure 19.
Embodiment
Embodiment 1
A kind of assembly concrete shear wall structure dedicated aluminium alloy template of the present invention, it includes at least one piece riser, when
When riser is more than two pieces, each riser is used to surround the cast-in-place region of composition with structure prefabricated components 1 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 is a complete plate body or by many
Individual plate body unit spliced is formed.
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 is erected
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, two 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 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 flanging for the level turned 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
Drawknot bolt 5 is installed between strength rib, 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, the aluminum alloy pattern plate 3 that releasing agent is brushed in advance is installed.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, completes aluminum alloy pattern plate installment work.
First three-dimensional modeling, row's mould are carried out by unit in charge of construction by construction drawing, and provide can direct guiding construction operating personnel
The drawing directly perceived of construction.Treat that precast concrete shear wall and associated components are installed 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.
It should be located in length and breadth using the connection of monoblock type seam, most of seam between prefabricated assembled concrete shear wall structure
The confined boundary member of wall junction and construction edge member region.Above-mentioned component need to be reserved by design drawing in factory process
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 being connected between shear wall processed using monoblock type seam, and after pour region for 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 used as cast-in-place region
Exterior sheathing.Riser 3 can be divided into single piece type, two piece combined and three piece combined, same as Example 1.Riser 3 is protected with prefabricated
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, the aluminum alloy pattern plate 3 that releasing agent is brushed in advance is installed.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, completes 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 being connected between contiguous prefabricated shear wall using 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 long side of two pieces of risers forms ringent end for being connected with the cross wall in structure prefabricated components relatively,
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, laid in pad groove 10 after rubber sheet gasket circle 7 and sponge strip 8, 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 being connected between contiguous prefabricated shear wall using 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 is 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 the one end of two pieces of riser formation openings is used to be 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.Install after the aluminum dipping form board member 3 for brushing releasing agent in advance, knot is passed through 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 riser sizes are identical and are oppositely arranged, and the one end that another piece of riser is fixed on two pieces of riser formation openings is constituted
Three face building enclosures, the other end of two pieces of riser formation openings is connected on structure prefabricated components.According to cast-in-place region shape
Formula feature, Figure 15, Figure 16 aluminum alloy pattern plate goes 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.
Install after the aluminum dipping form board member 3 for brushing releasing agent in advance, the prefabricated structure of structure is passed through 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 is 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.Install after the aluminum alloy pattern plate 3 for brushing 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.
The implementation of the present invention is not limited to this, according to the above of the present invention, knows according to the ordinary skill of this area
Know and customary means, under the premise of above-mentioned basic fundamental thought of the invention is not departed from, the present invention can be actual according to job site
Situation is implemented in various precast shear wall concrete structure constructions, and each of aluminum alloy pattern plate is combined according to the multi-form in cast-in-place region
Riser.Therefore, the present invention can also make the modification of other diversified forms, replace or change, and all fall within rights protection of the present invention
Within the scope of.
Claims (10)
1. a kind of assembly concrete shear wall structure dedicated aluminium alloy template, it is characterised in that：It includes at least one piece riser,
When riser is more than two pieces, each riser is used to surround the cast-in-place region of composition with structure prefabricated components so as to formation of concrete structure
Part, and riser is combined into ringent end for being fixed on structure prefabricated components；When riser is one piece, the riser is used for
The cast-in-place region of composition is surrounded so as to formation of concrete component, the riser and non-knot with structure prefabricated components and non-structural prefabricated components
Structure prefabricated components, which are combined into ringent end, to be 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 be provided with non-structural prefabricated components, its as cast-in-place region exterior sheathing.
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 is inner corner trim position plate, and two 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, in a groove provided with rubber washer, the drawknot bolt pass through structure prefabricated components and rubber washer and riser
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
Forming the one end of 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 is erected
The one end that plate is fixed on two pieces of riser formation openings constitutes three face building enclosures, the other end of two pieces of riser formation openings
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, in a groove provided with rubber washer, and the drawknot bolt passes through structure prefabricated components and rubber washer
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
The drawknot bolt is installed between rib, two ribbed stiffeners.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710290562.8A CN107023160A (en) | 2017-04-28 | 2017-04-28 | A kind of assembly concrete shear wall structure dedicated aluminium alloy template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710290562.8A CN107023160A (en) | 2017-04-28 | 2017-04-28 | A kind of assembly concrete shear wall structure dedicated aluminium alloy template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107023160A true CN107023160A (en) | 2017-08-08 |
Family
ID=59527690
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710290562.8A Pending CN107023160A (en) | 2017-04-28 | 2017-04-28 | A kind of assembly concrete shear wall structure dedicated aluminium alloy template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107023160A (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108748625A (en) * | 2018-07-05 | 2018-11-06 | 承德绿建建筑节能科技有限公司 | A kind of vertical die component for pouring prefabricated overlapping wall and prefabricated overlapping wall body structure |
| CN108748624A (en) * | 2018-07-05 | 2018-11-06 | 承德绿建建筑节能科技有限公司 | A kind of sectional die for pouring prefabricated overlapping wall and prefabricated overlapping wall body structure |
| CN109989576A (en) * | 2019-03-13 | 2019-07-09 | 中国建筑第八工程局有限公司 | Assembled integral shear wall edge member template system and its construction method |
| CN110145116A (en) * | 2018-02-12 | 2019-08-20 | 泰博混凝土模板与支撑（陕西）有限公司 | A kind of lightgage steel joist type corner wall mould reinforcement system |
| CN110145118A (en) * | 2019-05-27 | 2019-08-20 | 中冶建工集团有限公司 | Wall corner mold method |
| CN111550033A (en) * | 2019-03-05 | 2020-08-18 | 广西良创建筑铝模科技有限公司 | Aluminum alloy template in butt joint with PC (polycarbonate) component |
| CN111962857A (en) * | 2020-07-09 | 2020-11-20 | 广州一建建设集团有限公司 | Integrated aluminum die forming method |
| CN112528357A (en) * | 2019-08-31 | 2021-03-19 | 广东博越智慧建造科技有限公司 | Prefabricated part and aluminum mold arrangement simulation construction method based on building information model |
| CN114046041A (en) * | 2021-10-13 | 2022-02-15 | 北京市第三建筑工程有限公司 | Formwork reinforcing structure of as-cast finish concrete wall post-cast strip and construction method thereof |
| CN115126217A (en) * | 2022-07-12 | 2022-09-30 | 江苏通州四建集团有限公司 | Adopt construction equipment of shear force wall and floor template of aluminum alloy template |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2718139Y (en) * | 2004-05-12 | 2005-08-17 | 付建军 | Aluminium alloy construction form assembly |
| CN205153527U (en) * | 2015-10-27 | 2016-04-13 | 中建一局集团第三建筑有限公司 | End part plugging plate for shaped steel formwork |
| CN105544798A (en) * | 2016-01-25 | 2016-05-04 | 三新房屋制造股份有限公司 | Assembled-type hollow-slab shear wall structure and construction method thereof |
| CN205421922U (en) * | 2015-11-26 | 2016-08-03 | 广东合迪科技股份有限公司 | Superimposed sheet and interior wall form setting node |
| CN205713084U (en) * | 2016-04-11 | 2016-11-23 | 三一住工有限公司 | Cast-in-situ template |
| CN206873914U (en) * | 2017-04-28 | 2018-01-12 | 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 |
-
2017
- 2017-04-28 CN CN201710290562.8A patent/CN107023160A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2718139Y (en) * | 2004-05-12 | 2005-08-17 | 付建军 | Aluminium alloy construction form assembly |
| CN205153527U (en) * | 2015-10-27 | 2016-04-13 | 中建一局集团第三建筑有限公司 | End part plugging plate for shaped steel formwork |
| CN205421922U (en) * | 2015-11-26 | 2016-08-03 | 广东合迪科技股份有限公司 | Superimposed sheet and interior wall form setting node |
| CN105544798A (en) * | 2016-01-25 | 2016-05-04 | 三新房屋制造股份有限公司 | Assembled-type hollow-slab shear wall structure and construction method thereof |
| CN205713084U (en) * | 2016-04-11 | 2016-11-23 | 三一住工有限公司 | Cast-in-situ template |
| CN206873914U (en) * | 2017-04-28 | 2018-01-12 | 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 |
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110145116B (en) * | 2018-02-12 | 2023-08-15 | 陕西泰博智能化建筑工程系统有限公司 | Light steel joist type corner wall mould reinforcing system |
| CN110145116A (en) * | 2018-02-12 | 2019-08-20 | 泰博混凝土模板与支撑（陕西）有限公司 | A kind of lightgage steel joist type corner wall mould reinforcement system |
| CN108748624A (en) * | 2018-07-05 | 2018-11-06 | 承德绿建建筑节能科技有限公司 | A kind of sectional die for pouring prefabricated overlapping wall and prefabricated overlapping wall body structure |
| CN108748625A (en) * | 2018-07-05 | 2018-11-06 | 承德绿建建筑节能科技有限公司 | A kind of vertical die component for pouring prefabricated overlapping wall and prefabricated overlapping wall body structure |
| CN108748624B (en) * | 2018-07-05 | 2023-09-08 | 承德绿建建筑节能科技有限公司 | Combined mold for pouring prefabricated superposed wall body and prefabricated superposed wall body structure |
| CN111550033A (en) * | 2019-03-05 | 2020-08-18 | 广西良创建筑铝模科技有限公司 | Aluminum alloy template in butt joint with PC (polycarbonate) component |
| CN109989576A (en) * | 2019-03-13 | 2019-07-09 | 中国建筑第八工程局有限公司 | Assembled integral shear wall edge member template system and its construction method |
| CN110145118A (en) * | 2019-05-27 | 2019-08-20 | 中冶建工集团有限公司 | Wall corner mold method |
| CN112528357A (en) * | 2019-08-31 | 2021-03-19 | 广东博越智慧建造科技有限公司 | Prefabricated part and aluminum mold arrangement simulation construction method based on building information model |
| CN111962857A (en) * | 2020-07-09 | 2020-11-20 | 广州一建建设集团有限公司 | Integrated aluminum die forming method |
| CN114046041B (en) * | 2021-10-13 | 2023-08-18 | 北京市第三建筑工程有限公司 | Template reinforcing structure of bare concrete wall post-pouring strip and construction method thereof |
| CN114046041A (en) * | 2021-10-13 | 2022-02-15 | 北京市第三建筑工程有限公司 | Formwork reinforcing structure of as-cast finish concrete wall post-cast strip and construction method thereof |
| CN115126217A (en) * | 2022-07-12 | 2022-09-30 | 江苏通州四建集团有限公司 | Adopt construction equipment of shear force wall and floor template of aluminum alloy template |
| CN115126217B (en) * | 2022-07-12 | 2024-04-12 | 江苏通州四建集团有限公司 | Construction device for shear wall and floor slab formwork by adopting aluminum alloy formwork |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107023160A (en) | A kind of assembly concrete shear wall structure dedicated aluminium alloy template | |
| CN107326940B (en) | basement advanced water stop post-cast strip structure and construction method thereof | |
| CN108797638A (en) | Integrated assembled piping lane based on composite bottom board and its construction method | |
| CN112412027A (en) | Method for manufacturing large-section special-shaped load-bearing concrete bare concrete member | |
| CN105971276B (en) | Integral aluminum formwork stair one-step continuous pouring forming structure and construction method | |
| CN106677520A (en) | Beam, floor and corner uptight column composite structure of building aluminium alloy templates | |
| CN104878924A (en) | Stair step concrete pouring-molded template and stair cast-in-situ construction method | |
| CN109024987B (en) | Post-pouring construction method for toilet shear wall | |
| CN104631513A (en) | Construction method for closing basement exterior wall post-cast strip | |
| CN102704684A (en) | Construction method for high-strength shaping combined template of plank frame of shear wall | |
| CN202519978U (en) | Template supporting structure for post-poured belt serving as construction joint | |
| CN206873914U (en) | A kind of assembly concrete shear wall structure dedicated aluminium alloy template | |
| CN206109960U (en) | Steel that can be under construction fast concrete integrated configuration bridge | |
| CN103590599A (en) | Self-compaction mode locking device and using method | |
| CN206769180U (en) | A kind of shaped steel hole prefabricated section through walls | |
| CN103243912B (en) | Multilayer is without plate framework construction method | |
| CN206319592U (en) | A kind of post-cast strip concrete side plugging structure | |
| CN211817040U (en) | Slurry leakage prevention structure at splicing part of assembled laminated slab | |
| CN209620240U (en) | Between integrally assembling staircase | |
| CN216109252U (en) | Assembled coincide floor convenient to installation | |
| CN208396295U (en) | A kind of open-cut station construction stair formwork erecting structure | |
| CN108643557B (en) | Environment-friendly floor reservation post-cast strip mold | |
| CN207513153U (en) | The beam column cast-in-place node dedicated aluminium alloy template of assembly concrete frame structure | |
| CN206397131U (en) | Build aluminum alloy mould plate corner upright, middle standing pillar and wall panel assemblies structure | |
| CN207813014U (en) | Turnover type dense rib plate plastic film shell seam processing device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |