CN106401169A - Aluminum alloy template assembling system for building - Google Patents
Aluminum alloy template assembling system for building Download PDFInfo
- Publication number
- CN106401169A CN106401169A CN201610990120.XA CN201610990120A CN106401169A CN 106401169 A CN106401169 A CN 106401169A CN 201610990120 A CN201610990120 A CN 201610990120A CN 106401169 A CN106401169 A CN 106401169A
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- aluminium sheet
- aluminum alloy
- girder
- buckle
- column
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/02—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for rooms as a whole by which walls and floors are cast simultaneously, whole storeys, or whole buildings
-
- 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
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/40—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings for coffered or ribbed ceilings
- E04G11/46—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings for coffered or ribbed ceilings of hat-like or trough-like shape encasing a rib or the section between two ribs or encasing one rib and its adjacent flat floor or ceiling section
-
- 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
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
-
- 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
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
- E04G11/50—Girders, beams, or the like as supporting members for forms
-
- 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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
-
- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
-
- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/005—Strips for covering joints between form sections, e.g. to avoid burring or spilling of laitance
-
- 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
- E04G25/00—Shores or struts; Chocks
- E04G25/04—Shores or struts; Chocks telescopic
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 an aluminum alloy template assembling system for a building. The aluminum alloy template assembling system comprises a wall surface pouring system consisting of an aluminum alloy template, and a panel supporting system, wherein supporting structures for supporting are arranged on the outer wall of the wall surface pouring system; and the panel supporting system comprises supporting columns supporting the bottom end. By the adoption of a buckled aluminum plate structure, the aluminum alloy template system disclosed by the invention is simple in structure, attractive in appearance and high in functionality; the phenomena of easy deformation and breakage due to long-time use of cylindrical vertical columns in the technical field process such as warehousing equipment are solved, and the appearance performance of the aluminum alloy template system is improved; the aluminum alloy template system is relatively good in popularization and application prospect; and furthermore, a main beam of the aluminum alloy template system is relatively good in heavy effect, so that the safety and the stability of the integrated system are guaranteed.
Description
Technical field
The invention belongs to construction engineering technical field is and in particular to a kind of aluminum alloy mould plate package system for building.
Background technology
Concrete structure engineering is made up of form work engineering, reinforced bar engineering and the main work post engineering of concrete works three.Build
Building mould makes reinforced concrete structure and molding component to design strength, has certain maintenance action.Form work engineering refers to support
The whole system of young concrete.Formwork structure is mainly made up of template, supporting construction and connector three part.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, protects
Card formwork structure combine securely so as to indeformable, do not destroy；Connector is that template is connected integral joining with supporting construction
Part.
The former material of building template domestic at present mainly has following several：（1）Plank sheathing the most traditional, 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, is suitable for the place of south and some tides；（5）
Aluminum alloy pattern plate assembly finish after can one-time-concreting, if same floor, the building sample that repeats as a cell, using aluminum dipping form
The advantage of plate, duration and price is apparent；（6）Piece is very fine, and one-tenth wall is very beautiful, 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, certain problem is existed on popularization and application.Due to China's building
The production of aluminum alloy pattern plate and application are started late, and face the disappearance of product standard specification, and versatility is poor, investment is poor, produce, rent
Rent, the engineering design and problem that link lacks the aspects such as linking such as contract, lead to aluminum alloy pattern plate to be subject in the application of building field
Resistance.Industry relevant department should set about research building aluminum alloy pattern plate as early as possible and produce 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, the discontinuity of stair template, stair template easily occurs moving because positioning is unstable, thus leading to the wall size pouring
It is not inconsistent with the size of design, need the metope at concreting is carried out with processing again, increased engineering time and cost.
There are construction market maximum in the world, the today developing rapidly in China's architectural engineering technology, China's mould in China
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.
Content of the invention
In order to overcome the shortcomings of described in background technology, the present invention provides a kind of aluminum alloy mould plate package system for building,
This system bulk strength is higher, lightweight, non-corrosive, assembly finish after can one-time-concreting, the advantage of duration and price it is obvious that
The finishing in later stage is more convenient.
The technical solution adopted for the present invention to solve the technical problems is：
A kind of aluminum alloy mould plate package system for building, the metope casting system including aluminum alloy mould plate composition and panel support
System, described metope casting system outer wall setting supporting construction is supported, it is to avoid metope casting system shifts it is ensured that pouring
Effect, described panel support system includes the support column of bottom support.
Described metope casting system includes two connection aluminium sheets mutually snapping connection and buckle aluminium sheet, connect 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 set respectively
It is equipped with multiple spring catch installing holes, convenient connection uses, 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 multiple tracks reinforcement, and hollow cavity is vertically connected with reinforcement part vertically
It is provided with fin, frame includes chimb and groove；The height connecting 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 connect aluminium sheet two-by-two chimb be connected be placed in parallel spelling
When connecing, groove just connected two chimbs connecting aluminium sheets of clamping of buckle aluminium sheet.
When being applied to pour build floor and beam, the building plane that need to pour and concave groove type are constituted by connection aluminium sheet and buckle aluminium sheet
Beam facade, constitute 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 outside 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, formed and pour building body, implementation pours, after maintenance to setting after intensity, remove.
When being applied to pour column, the rectangle column face that need to pour is constituted by connection aluminium sheet and buckle aluminium sheet, constitute mixed
The required sealing surface of Xtah Crude Clay structure construction is it is ensured that building structure molding during concrete casting, and is connected parallel putting in chimb two-by-two
Put and outside the connection aluminium sheet of splicing, install buckle aluminium sheet or special-shaped buckle aluminium sheet, formed and pour building body, implementation pours, and column pours
After finishing, the periphery constituting column aluminum alloy mould plate for building is provided with reinforcement structure, described reinforcement structure includes parallel peace
It is loaded on the backing plate connecting in aluminum plate groove, and is installed on the reinforcing plate outside backing plate, reinforcing plate and backing plate are bolted, plus
The two ends of strong plate are stretched out outside aluminum alloy mould plate, are connected by reinforcement.After maintenance to setting after intensity, under dismounting, aluminum for building closes
Golden template.
Described panel support system is connected by column, adjustable bracket, girder, secondary beam and panel and is formed, girder and column
It is detachably connected into supporting frame, column partly connects adjustable bracket, adjustable bracket upper end connects girder, connect above girder
Secondary beam, connects panel above secondary beam.Column is used for supporting whole system, and adjustable bracket plays the effect of subiculum, and girder removes and holds
Conducted oneself with dignity outer, be primarily subjected to the load being transmitted by secondary beam, secondary beam, on the top of girder, is acted primarily as the effect of transmission load.
Described column is the square cylinder with cavity for the cross section, and including alien invasion and opening surface, alien invasion is along cylinder
Axial direction is provided with bending part, and opening surface is axially provided with peristome along cylinder；Using square and the post 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
It is achieved that bending to alien invasion, it increases the appearance profile of square cylinder in the case that area of section is constant to facade
Size, makes material away from the position of central shaft, greatly improves the bending resistance in section, torsional rigidity；Thus improve the resistance of column
Curved ability, Resisting fractre ability, and then extend its service life, the shape of this structure is rich and varied in addition, has preferable outward appearance
Performance.
Described girder be allotype aluminum alloy beam, including the girder transverse slat being arranged at bottom, about girder transverse slat two ends to
Upper bending, about girder transverse slat, 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, in the middle part of girder side plate, be provided with support transverse slat, girder except bear deadweight in addition to, be primarily subjected to by
The load that secondary beam transmits, so, the heavy ability how improving girder is an important research direction, in actual production
Cheng Zhong, applicant is optimized design to the structure of girder, can reach preferably heavy effect by actual production checking.
Preferably, described column bottom is provided with spreading sleeve, the convenient height adjusting column according to practical situation.
Advantages of the present invention：
（1）Aluminum alloy mould plate system adopts buckle aluminium sheet structure, and structure is firm, and stability is high, and install convenient is efficient, sealing
Good, prevent 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, reduces the dependence to workman's technical merit for the construction quality；
（3）Construction effect is good, and physical dimension is accurately, smooth bright and clean, can reach or close to dry wall effect, it is possible to reduce or save
Remove secondary plastered work, the cost of plastering of reduction builder；
（4）Column of the present invention, structure is simple, attractive appearance, feature are strong, solves circular tube shaped column in technology such as storage facilities
During field life-time service be easily deformed, phenomenon of rupture, and improve its appearance property, there are preferable popularization and application
Prospect；
（5）Girder in the present invention possesses preferably heavy effect it is ensured that the safety and stability of integration system.
Brief description
Fig. 1 is the structural representation of the present invention；
Fig. 2 is connection aluminium sheet structure of the present invention；
Fig. 3 is buckle aluminium sheet structure of the present invention；
Fig. 4 is the structural representation pouring build floor and beam with the present invention；
Fig. 5 is the structural representation being poured with the present invention during column；
Fig. 6 is the structural representation of panel support system of the present invention；
Fig. 7 is the structural representation of column of the present invention；
Fig. 8 is the structural representation of girder of the present invention.
Specific embodiment
Below in conjunction with accompanying drawing, the present invention is further illustrated：
As shown in figure 1, a kind of aluminum alloy mould plate package system for building, including the metope casting system of aluminum alloy mould plate composition
1-1 and panel support system 1-2, described metope casting system 1-1 outer wall setting supporting construction 1-3 is supported.
As shown in Figures 2 and 3, described metope casting system includes two connection aluminium sheets 2 mutually snapping connection and card
Button aluminium sheet 3, connects aluminium sheet 2 and buckle aluminium sheet 3 is configured with special-shaped buckle aluminium sheet；Described connection aluminium sheet 2 and buckle aluminium sheet 3 are respectively
Be provided with multiple spring catch installing hole 2-1,3-1, connect 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 are partly 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 connecting aluminium sheet 2 chimb 2-6 is equal to the height of buckle aluminium sheet 3 groove 3-7, connects aluminum
So that connecting aluminium sheet 2, chimb is connected the width equal to buckle aluminium sheet 3 groove 3-7 for the width sum of 2 two chimb 2-6 of plate two-by-two
When being placed in parallel splicing, the groove 3-7 just connected two chimb 2-6 connecting aluminium sheets 2 of clamping of buckle aluminium sheet 3.
As shown in figure 4, when metope casting system is applied to pour build floor and beam, is constituted and need to be poured by connecting aluminium sheet 2
The beam facade 4-2 of building plane and concave groove type 4-1, constitutes sealing surface needed for concrete structure construction it is ensured that during concrete casting
Building structure molding, and be connected to be placed in parallel outside the connection aluminium sheet 2 of splicing in chimb 2-6,3-6 two-by-two and install buckle aluminium sheet
3 or special-shaped buckle aluminium sheets, add reinforcement screw rod 4-3 in the centre of beam, are formed and pour building body, implementation pours, and treat that maintenance is strong to setting
After degree, remove aluminum alloy mould plate for building.
As shown in figure 5, when metope casting system is applied to pour column, the rectangle that need to pour being constituted by connection aluminium sheet and stands
Cylinder 5-1, constitutes 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 outside the connection aluminium sheet of splicing and install buckle aluminium sheet or special-shaped buckle aluminium sheet, are formed
Pour building body, implementation pours, after maintenance to setting intensity, aluminum alloy mould plate for building under dismounting.
When described aluminum alloy mould plate for building is applied to pour column, column pours 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, described reinforcement structure include being parallelly mounted to connecting aluminium sheet recessed
Backing plate 5-3 in groove, and it is installed on reinforcing plate 5-4 outside backing plate, reinforcing plate and backing plate are connected by bolt 5-5, reinforcing plate
The two ends of 5-4 are stretched out outside aluminum alloy mould plate, are connected by reinforcement 5-6.
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 formation, and girder 6-3 is detachably connected into supporting frame with column 6-1, and on column 6-1, part connects adjustable bracket
6-2, adjustable bracket 6-2 upper end connects girder 6-3, connects secondary beam 6-4 above girder 6-3, connects panel 6-5 above secondary beam 6-4.
Column 6-1 bottom is provided with spreading sleeve 6-6.
As shown in fig. 7, in order to improve the curved ability of the resistance of column 6-1, Resisting fractre ability, extending its service life, making
The shape obtaining this structure is rich and varied, has preferable appearance property, and described column 6-1 is the square with cavity for the cross section
Cylinder, including alien invasion 7-2 and opening surface 7-3, alien invasion 7-2 is provided with bending part 7-4, opening surface 7- along cylinder axial direction
Axially it is provided with peristome 7-5 along cylinder on 3.
As shown in figure 8, for the intensity improving girder 6-4, described girder 6-4 is allotype aluminum alloy beam, including setting
In the girder transverse slat 8-1 of bottom, girder transverse slat 8-1 about two ends be bent upwards, girder transverse slat 8-1 about two parts vertically upward
Extend two girder side plate 8-2, girder side plate 8-2 bottom is bent downwardly and it is alignd with girder transverse slat 8-1 sweep, main
It is provided with support transverse slat 8-3 in the middle part of beam side plate 8-2.
Finally it should be noted that：Obviously, above-described embodiment is only intended to clearly illustrate example of the present invention, and simultaneously
The non-restriction to embodiment.For those of ordinary skill in the field, can also do on the basis of the above description
Go out change or the variation of other multi-forms.There is no need to be exhaustive to all of embodiment.And thus drawn
Obvious change that Shen goes out or change among still in protection scope of the present invention.
Claims (2)
1. a kind of aluminum alloy mould plate package system for building is it is characterised in that the metope including aluminum alloy mould plate composition pours
System and panel support system, described metope casting system outer wall setting supporting construction is supported, described panel support
System includes the support column of bottom support；
Described metope casting system includes two connection aluminium sheets mutually snapping connection and buckle aluminium sheet, connects aluminium sheet and buckle
Aluminium sheet is configured with special-shaped buckle aluminium sheet；Described connection aluminium sheet and buckle aluminium sheet are 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 is partly axially disposed fin, and frame includes chimb and groove；Connect aluminum
The height of plate chimb is equal to the height of buckle aluminum plate groove, and the width sum connecting two chimbs of aluminium sheet is equal to buckle aluminum plate groove
Width so that connecting aluminium sheet, chimb is connected when being placed in parallel splicing two-by-two, just clamping is connected two the groove of buckle aluminium sheet
Connect the chimb of aluminium sheet；
Described panel support system is formed by the connection of column, adjustable bracket, girder, secondary beam and panel, and girder is removable with column
Unload and connect into supporting frame, column partly connects adjustable bracket, adjustable bracket upper end connects girder, connect secondary above girder
Beam, connects panel above secondary beam；
Described column is the square cylinder with cavity for the cross section, and including alien invasion and opening surface, alien invasion is along cylinder axially
Direction is provided with bending part, and opening surface is axially provided with peristome along cylinder；
Described girder is allotype aluminum alloy beam, and including the girder transverse slat being arranged at bottom, about girder transverse slat, two ends are bent up
Song, about girder transverse slat, 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 is provided with support transverse slat in the middle part of girder side plate.
2. as claimed in claim 1 a kind of aluminum alloy mould plate package system for building it is characterised in that described column bottom
End is provided with spreading sleeve.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610990120.XA CN106401169A (en) | 2016-11-10 | 2016-11-10 | Aluminum alloy template assembling system for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610990120.XA CN106401169A (en) | 2016-11-10 | 2016-11-10 | Aluminum alloy template assembling system for building |
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| CN106401169A true CN106401169A (en) | 2017-02-15 |
Family
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610990120.XA Withdrawn CN106401169A (en) | 2016-11-10 | 2016-11-10 | Aluminum alloy template assembling system for building |
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| CN (1) | CN106401169A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107740578A (en) * | 2017-09-29 | 2018-02-27 | 平果富邑智能板有限公司 | A kind of aluminum alloy mould plate keel structure and its construction method |
| CN109610813A (en) * | 2018-11-20 | 2019-04-12 | 筑梦高科建筑有限公司 | A kind of pouring auxiliary aluminum template system |
| CN110004977A (en) * | 2019-04-16 | 2019-07-12 | 国网江苏省电力有限公司太仓市供电分公司 | A kind of cable trench gang form |
| CN113089897A (en) * | 2021-04-14 | 2021-07-09 | 河北晶达建筑科技股份有限公司 | Construction method for integrally hoisting disassembly-free cement formwork |
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| CN105155836A (en) * | 2015-07-02 | 2015-12-16 | 浙江依家幕墙科技有限公司 | Aluminum alloy formwork for buildings and method for applying aluminum alloy formwork |
| CN206144132U (en) * | 2016-11-10 | 2017-05-03 | 湖北森峰铝模科技有限公司 | Aluminum alloy template assembly system for building |
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