CN206144132U - Aluminum alloy template assembly system for building - Google Patents
Aluminum alloy template assembly system for building Download PDFInfo
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- CN206144132U CN206144132U CN201621212703.1U CN201621212703U CN206144132U CN 206144132 U CN206144132 U CN 206144132U CN 201621212703 U CN201621212703 U CN 201621212703U CN 206144132 U CN206144132 U CN 206144132U
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- aluminium sheet
- girder
- aluminum alloy
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- buckle
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Abstract
The utility model discloses an aluminum alloy template assembly system for building, wall system of building and panel braced system including aluminum alloy template component, the wall pour system's outer wall and set up bearing structure and support, panel braced system include the support column that supports the bottom. The utility model discloses an aluminum alloy template system adopts buckle aluminum plate structure, and the structure is firm, and stability is high, installs convenient high efficiency, and the leakproofness is good, prevents that the moisture in the concrete from leaking outward, guarantees concrete structure's quality, and simultaneously, the utility model discloses the stand, simple structure, outward appearance are graceful, functional strong, solved pipe form stand technical field in -processs such as storage equipment long -term use easy produce warp, the phenomenon of rupture to improve its appearance ability, had the prospect of better popularization and application, furthermore, the utility model provides a girder possesses better heavy effect, and it is stable to guarantee to integrate the system security.
Description
Technical field
This utility model belongs to construction engineering technical field, and in particular to a kind of aluminum alloy mould plate assembling system for building
System.
Background technology
Concrete structure engineering is made up of the main work post engineering of form work engineering, reinforced bar engineering and concrete works three.Build
Building mould makes reinforced concrete structure and molding component to design strength, there is certain maintenance action.Form work engineering refers to supporting
The whole system of young concrete.Formwork structure is mainly made up of template, supporting construction and the part of connector three.Template is straight
The force bearing plate of contact young concrete；Supporting construction is then the temporary structure of supporting template, concrete and construction loads, is protected
Card formwork structure is combined securely so as to indeformable, do not destroy；Connector is that template is connected into integral matching somebody with somebody with supporting construction
Part.
At present the former material of domestic building template mainly has following several：（1）Most traditional plank sheathing, relatively common is
Poplar template and Masson Pine template, this template is comparatively relatively lighter, and cost is lower slightly, but durability is not very very good, Er Qiechong
Multiple utilization rate is very low；（2）Steel form, as the term suggests being steel, intensity is very big, but preponderance, recycling
Good, cost is high；（3）Plastic formwork, not afraid of water, cost is relatively low, durable, but insufficient strength；（4）Aluminum alloy pattern plate is reusable
Considerably beyond the template that first three is common, intensity is big and lightweight, also non-corrosive, where being adapted to south and some tides；（5）
Aluminum alloy pattern plate assembly finish after can one-time-concreting, if same floor, the building sample as a cell repeatedly, using aluminum dipping form
The advantage of plate, duration and price is apparent；（6）Piece is very fine, very beautiful into wall, and the finishing in later stage is also very convenient.
Thus, aluminum alloy mould plate is the only way of China's template Future Development.
Although the market prospect of aluminum alloy pattern plate is extensively, there is a problem that in popularization and application certain.Due to China's building
The production and application of aluminum alloy pattern plate is started late, and faces the disappearance of product standard specification, and versatility is poor, investment is poor, production, rent
Rent, engineering design and the problem that link lacks the aspects such as linking such as contract, cause aluminum alloy pattern plate to be received in the application of building field
Resistance.Industry relevant department should as early as possible set about research building aluminum alloy pattern plate production design standard and job specfication, improve the mark of convergence piece
Standardization and versatility.Meanwhile, because the deadweight of aluminum alloy mould plate is lighter, therefore when casting concrete, concrete has flowing
Property, easily there is movement because positioning is unstable in the discontinuity of stair template, stair template, so as to cause the wall size for pouring
It is not inconsistent with the size of design, needs to carry out the metope at concreting processing again, increased engineering time and cost.
There is construction market maximum in the world in China, in today that China's architectural engineering technology is developed rapidly, China's mould
The backwardness of plate technique seems extremely unbecoming, and western developed country has applied nearly semicentennial aluminum alloy mould plate technology,
But, this technology of China is also in the starting stage, very immature.
Utility model content
In order to overcome the shortcomings of described in background technology, this utility model provides a kind of aluminum alloy mould plate assembling for building
System, the system bulk strength is higher, lightweight, non-corrosive, assembly finish after can one-time-concreting, the advantage of duration and price is very
Substantially, the finishing in later stage is more convenient.
This utility model solves the technical scheme that its technical problem adopted：
A kind of aluminum alloy mould plate package system for building, including the metope casting system and panel of aluminum alloy mould plate composition
Support system, described metope casting system outer wall arranges supporting construction and is supported, it is to avoid metope casting system is shifted, it is ensured that
Effect is poured, described panel support system includes the support column that bottom supports.
Described metope casting system includes two connection aluminium sheets for mutually snapping connection and buckle aluminium sheet, connection aluminium sheet and
Buckle aluminium sheet is configured with special-shaped buckle aluminium sheet, improves the intensity of casting system；Described connection aluminium sheet and buckle aluminium sheet sets respectively
Multiple spring catch installing holes are equipped with, facilitate connection to use, connected aluminium sheet and buckle aluminium sheet is the hollow structure of " recessed " type, including
Hollow cavity and frame；Hollow cavity is internally provided with multiple tracks reinforcement, and hollow cavity is vertically connected with reinforcement part vertically
Fin is provided with, frame includes chimb and groove；The height of connection aluminium sheet chimb is equal to the height of buckle aluminum plate groove, connects aluminum
The width sum of two chimbs of plate be equal to buckle aluminum plate groove width so that connection aluminium sheet two-by-two chimb be connected be placed in parallel spelling
When connecing, just clamping is connected the chimbs of two connection aluminium sheets for the groove of buckle aluminium sheet.
When being applied to pour build floor and beam, the building plane and concave groove type that need to be poured is made up of connection aluminium sheet and buckle aluminium sheet
Beam facade, constitute the sealing surface needed for concrete structure construction, it is ensured that building structure molding during concrete casting, and two-by-two
Chimb is connected to be placed in parallel on the outside of the connection aluminium sheet of splicing and installs buckle aluminium sheet or special-shaped buckle aluminium sheet, adds in the centre of beam
Strengthen screw rod, building body is poured in formation, and implementation is poured, after maintenance to setting intensity, remove.
When being applied to pour column, the rectangle column face that need to be poured is made up of connection aluminium sheet and buckle aluminium sheet, is constituted mixed
Sealing surface needed for Xtah Crude Clay structure construction, it is ensured that building structure molding during concrete casting, and be connected parallel putting in chimb two-by-two
The connection aluminium sheet outside for putting splicing installs buckle aluminium sheet or special-shaped buckle aluminium sheet, and building body is poured in formation, and implementation is poured, and column is poured
After finishing, the periphery for constituting column aluminum alloy mould plate for building is provided with reinforcement structure, the reinforcement structure includes parallel peace
Loaded on the backing plate in connection aluminum plate groove, and the reinforcing plate being installed on the outside of backing plate, reinforcing plate and backing plate are bolted, plus
Stretch out outside aluminum alloy mould plate, connected by reinforcement in the two ends of strong plate.After maintenance to setting intensity, aluminum for building is closed under dismounting
Golden template.
Described panel support system is connected by column, adjustable bracket, girder, secondary beam and panel and is formed, girder and column
Supporting frame is detachably connected into, adjustable bracket, adjustable bracket upper end connection girder, the connection of girder top are partly connected on column
Secondary beam, secondary beam top connection panel.Column is used for supporting whole system, and adjustable bracket plays a part of subiculum, and girder is removed and held
Conducted oneself with dignity outer, be primarily subjected to the load transmitted by secondary beam, secondary beam is acted primarily as the effect of transmission load on the top of girder.
Described column is square cylinder of the cross section with cavity, including alien invasion and opening surface, and alien invasion is along cylinder
Axial direction is provided with bending part, and peristome is axially provided with along cylinder on opening surface；Post using square and with inner chamber
Body replaces original cylindrical tube column, and at least provided with bending part on the alien invasion of the cylinder of column, bending part is recessed outer
Facade, realizes the bending to alien invasion, and it increases the appearance profile of square cylinder in the case where area of section is constant
Size, makes material away from the position of central shaft, greatly improves the bending resistance in section, torsional rigidity；So as to improve the resistance of column
Curved ability, Resisting fractre ability, and then extend its service life, in addition the shape of the structure is rich and varied, with preferable outward appearance
Performance.
Described girder be allotype aluminum alloy beam, including the girder transverse slat for being arranged at bottom, girder transverse slat or so two ends to
Upper bending, girder transverse slat or so two parts extend vertically upwards two girder side plates, and girder side plate bottom is bent downwardly and it
Align with girder transverse slat sweep, girder side plate middle part is provided with support transverse slat, girder in addition to deadweight is born, be primarily subjected to by
The load that secondary beam is transmitted, so, the heavy ability for how improving girder is an important research direction, in actual production
Cheng Zhong, applicant is optimized design to the structure of girder, and by actual production checking preferable heavy effect can be reached.
Preferably, described column bottom is provided with spreading sleeve, the convenient height that column is adjusted according to practical situation.
Advantage of the present utility model：
（1）Aluminum alloy mould plate system adopts buckle aluminium sheet structure, and structure is firm, and stability is high, and install convenient efficiently, is sealed
Property is good, prevents the moisture in concrete from leaking outside, it is ensured that the quality of xoncrete structure；
（2）Aluminum alloy mould plate can ensure that construction quality, reduce dependence of the construction quality to workman's technical merit；
（3）Construction effect is good, and physical dimension is accurate, smooth bright and clean, can reach or close dry wall effect, it is possible to reduce
Or save secondary plastered work, reduce the cost of plastering of builder；
（4）This utility model column, simple structure, attractive appearance, feature are strong, solve circular tube shaped column and set in storage
During the technical field such as standby life-time service be easily deformed, phenomenon of rupture, and its appearance property is improved, with preferable
The prospect of popularization and application；
（5）Girder in this utility model possesses preferable heavy effect, it is ensured that the safety and stability of integration system.
Description of the drawings
Fig. 1 is structural representation of the present utility model；
Fig. 2 is connection aluminium sheet structure described in the utility model；
Fig. 3 is buckle aluminium sheet structure described in the utility model；
Fig. 4 is the structural representation that build floor and beam are poured with this utility model；
Fig. 5 is structural representation when column is poured with this utility model；
Fig. 6 is the structural representation of panel support system described in the utility model；
Fig. 7 is the structural representation of column described in the utility model；
Fig. 8 is the structural representation of girder described in the utility model.
Specific embodiment
This utility model is further described below in conjunction with accompanying drawing：
As shown in figure 1, a kind of aluminum alloy mould plate package system for building, including the metope of aluminum alloy mould plate composition is poured
System 1-1 and panel support system 1-2, described metope casting system 1-1 outer walls arrange supporting construction 1-3 and are supported.
As shown in Figures 2 and 3, described metope casting system includes two connection aluminium sheets 2 for mutually snapping connection and card
Button aluminium sheet 3, connection aluminium sheet 2 and buckle aluminium sheet 3 are configured with special-shaped buckle aluminium sheet；Described connection aluminium sheet 2 and buckle aluminium sheet 3 is distinguished
Multiple spring catch installing hole 2-1,3-1 are provided with, are connected aluminium sheet 2 and buckle aluminium sheet 3 is the hollow structure of " recessed " type, including in
Cavity body 2-2,3-2 and frame 2-3,3-3；Hollow cavity 2-2,3-2 are internally provided with multiple tracks reinforcement 2-4,3-4, middle cavity
Body 2-2,3-2 are vertically connected with that reinforcement 2-4,3-4 parts are axially disposed fin 2-5,3-5, and frame 2-3,3-3 include chimb
2-6,3-6 and groove 2-7,3-7；The height of the connection chimb 2-6 of aluminium sheet 2 is equal to the height of the groove 3-7 of buckle aluminium sheet 3, connects aluminum
The width sum of 2 two chimb 2-6 of plate is equal to the width of the groove 3-7 of buckle aluminium sheet 3 so that two-by-two chimb is connected connection aluminium sheet 2
When being placed in parallel splicing, just clamping is connected the chimb 2-6 of two connection aluminium sheets 2 for the groove 3-7 of buckle aluminium sheet 3.
As shown in figure 4, when metope casting system is applied to pour build floor and beam, constituting what is need to poured by connection aluminium sheet 2
The beam facade 4-2 of building plane and concave groove type 4-1, constitutes the sealing surface needed for concrete structure construction, it is ensured that during concrete casting
Building structure molding, and be connected in chimb 2-6,3-6 two-by-two and be placed in parallel the outside of connection aluminium sheet 2 of splicing and install buckle aluminium sheet
3 or special-shaped buckle aluminium sheets, in the centre of beam reinforcement screw rod 4-3 is added, and building body is poured in formation, and implementation is poured, and treats that maintenance is strong to setting
After degree, aluminum alloy mould plate for building is removed.
As shown in figure 5, when metope casting system is applied to pour column, the rectangle that being made up of connection aluminium sheet to pour stands
Cylinder 5-1, constitutes the sealing surface needed for concrete structure construction, it is ensured that building structure molding during concrete casting, and two-by-two
Chimb side 2-6,3-6 are connected to be placed in parallel on the outside of the connection aluminium sheet of splicing and install buckle aluminium sheet or special-shaped buckle aluminium sheet, are formed
Building body is poured, implementation is poured, after maintenance to setting intensity, aluminum alloy mould plate for building under dismounting.
When the aluminum alloy mould plate for building is applied to pour column, column is poured after finishing, and constituting, column is for building
The periphery of aluminum alloy mould plate is provided with reinforcement structure, as shown in figure 5, the reinforcement structure is recessed including connection aluminium sheet is parallelly mounted to
Backing plate 5-3 in groove, and reinforcing plate 5-4 being installed on the outside of backing plate, reinforcing plate and backing plate are connected by bolt 5-5, reinforcing plate
Stretch out outside aluminum alloy mould plate, connected by reinforcement 5-6 in the two ends of 5-4.
As shown in fig. 6, described panel support system is by column 6-1, adjustable bracket 6-2, girder 6-3, secondary beam 6-4 dough-making powder
Plate 6-5 connects to be formed, and girder 6-3 and column 6-1 is detachably connected into supporting frame, connection adjustable bracket in part on column 6-1
6-2, adjustable bracket 6-2 upper end connects girder 6-3, girder 6-3 tops connection secondary beam 6-4, secondary beam 6-4 tops connection panel 6-5.
Column 6-1 bottoms are provided with spreading sleeve 6-6.
As shown in fig. 7, for the curved ability of the resistance that improve column 6-1, Resisting fractre ability, extending its service life, make
The shape for obtaining the structure is rich and varied, and with preferable appearance property, described column 6-1 is square of the cross section with cavity
Cylinder, including alien invasion 7-2 and opening surface 7-3, alien invasion 7-2 be provided with bending part 7-4, opening surface 7- along cylinder axial direction
Peristome 7-5 is axially provided with 3 along cylinder.
As shown in figure 8, the intensity in order to improve girder 6-4, described girder 6-4 is allotype aluminum alloy beam, including setting
It is bent upwards in the girder transverse slat 8-1 of bottom, girder transverse slat 8-1 or so two ends, girder transverse slat 8-1 or so two parts are vertically upward
Extend two girder side plate 8-2, girder side plate 8-2 bottoms are bent downwardly and it aligns with girder transverse slat 8-1 sweeps, it is main
Beam side plate 8-2 middle parts are provided with support transverse slat 8-3.
Finally it should be noted that：Obviously, above-described embodiment is only intended to clearly illustrate this utility model example,
And not to the restriction of embodiment.For those of ordinary skill in the field, may be used also on the basis of the above description
To make other changes in different forms.There is no need to be exhaustive to all of embodiment.And thus
Among the obvious change amplified out or variation are still in protection domain of the present utility model.
Claims (2)
1. a kind of aluminum alloy mould plate package system for building, it is characterised in that pour including the metope of aluminum alloy mould plate composition
System and panel support system, described metope casting system outer wall arranges supporting construction and is supported, described panel support
System includes the support column that bottom supports；
Described metope casting system includes two connection aluminium sheets for mutually snapping connection and buckle aluminium sheet, connection aluminium sheet and buckle
Aluminium sheet is configured with special-shaped buckle aluminium sheet；Described connection aluminium sheet and buckle aluminium sheet is respectively arranged with multiple spring catch installing holes, even
Connect aluminium sheet and buckle aluminium sheet is the hollow structure of " recessed " type, including hollow cavity and frame；Hollow cavity is internally provided with many
Road reinforcement, hollow cavity is vertically connected with that reinforcement part is axially disposed a fin, and frame includes chimb and groove；Connection aluminum
The height of plate chimb is equal to the height of buckle aluminum plate groove, and the width sum for connecting two chimbs of aluminium sheet is equal to buckle aluminum plate groove
Width so that two-by-two chimb is connected when being placed in parallel splicing connection aluminium sheet, and just clamping is connected two the groove of buckle aluminium sheet
The chimb of connection aluminium sheet；
Described panel support system is connected by column, adjustable bracket, girder, secondary beam and panel and is formed, and girder is removable with column
Unload and connect into supporting frame, adjustable bracket, adjustable bracket upper end connection girder, the connection time of girder top are partly connected on column
Beam, secondary beam top connection panel；
Described column is square cylinder of the cross section with cavity, including alien invasion and opening surface, and alien invasion is along cylinder axial direction
Direction is provided with bending part, and peristome is axially provided with along cylinder on opening surface；
Described girder is allotype aluminum alloy beam, is bent up including the girder transverse slat for being arranged at bottom, girder transverse slat or so two ends
Song, girder transverse slat or so two parts extend vertically upwards two girder side plates, and girder side plate bottom is bent downwardly and itself and master
Beam transverse slat sweep aligns, and girder side plate middle part is provided with support transverse slat.
2. a kind of aluminum alloy mould plate package system for building as claimed in claim 1, it is characterised in that described column bottom
End is provided with spreading sleeve.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621212703.1U CN206144132U (en) | 2016-11-10 | 2016-11-10 | Aluminum alloy template assembly system for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621212703.1U CN206144132U (en) | 2016-11-10 | 2016-11-10 | Aluminum alloy template assembly system for building |
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| Publication Number | Publication Date |
|---|---|
| CN206144132U true CN206144132U (en) | 2017-05-03 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621212703.1U Expired - Fee Related CN206144132U (en) | 2016-11-10 | 2016-11-10 | Aluminum alloy template assembly system for building |
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| CN (1) | CN206144132U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106401169A (en) * | 2016-11-10 | 2017-02-15 | 湖北森峰铝模科技有限公司 | Aluminum alloy template assembling system for building |
-
2016
- 2016-11-10 CN CN201621212703.1U patent/CN206144132U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106401169A (en) * | 2016-11-10 | 2017-02-15 | 湖北森峰铝模科技有限公司 | Aluminum alloy template assembling system for building |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170503 Termination date: 20201110 |
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| CF01 | Termination of patent right due to non-payment of annual fee |