CN216276887U - Aluminum alloy template combination strutting arrangement convenient to adjust - Google Patents

Abstract

The utility model relates to the field of constructional engineering, in particular to an aluminum alloy template combined supporting device convenient to adjust, which comprises beam side templates, a beam bottom template and a floor template, wherein the beam side templates are fixed on the vertical lateral sides of a primary beam and a secondary beam, the beam bottom template is fixed on the bottom surfaces of the primary beam and the secondary beam, the floor template is fixed on a floor, the beam side templates are connected with the beam bottom template through connecting angle templates, the beam side templates are connected with each other through an aluminum internal corner, the beam side templates are connected with the floor template through the aluminum internal corner, early-dismantling heads are arranged on the beam bottom template and the floor template at equal intervals, steel pipe supports are arranged under the early-dismantling heads, adjustable screw rods are arranged at the bottoms of the steel pipe supports, and at least an upper layer of horizontal rod and a lower layer of horizontal rod are horizontally connected between the steel pipe supports. The method has the characteristics of high strength, light weight, environmental protection, high recovery value, high construction quality precision, wide application range and the like, and solves the problem that the aluminum alloy template can not be used when the layer height is higher than 4.5 m.

Description

Aluminum alloy template combination strutting arrangement convenient to adjust

Technical Field

The utility model relates to the field of constructional engineering, in particular to an aluminum alloy template combined supporting device convenient to adjust.

Background

The aluminum alloy template is a systematic template process, namely, a working diagram of a template system is designed by normalizing, standardizing and positioning templates required by the building engineering through a design means before engineering construction, the templates required by the working diagram are delivered to a construction site after being produced through a strict processing flow in a production factory, and a template assembly procedure is completed on the site by using a simple assembly mode.

The aluminum alloy template adopts a novel template and a supporting system which have high efficiency, modulization and high repeated use frequency, and a novel construction method which is adaptive to the template and effectively saves the working time and cost of a construction site. The problems which traditionally occur at the construction site and many of the works handled by the site are handled and completed in the factory as much as possible. This is the concept of factory building construction.

Before construction, a professional standardizes, modulizes and systematizes all templates required by the construction engineering through computer aided design. The wall form, the top form and the support system are integrated by applying the latest technologies in the fields of materials and building structures. The support system adopts the latest international design concept of an early-dismantling system, and is perfectly combined with the top die, so that the turnover rate of the template is improved, and the usage amount of the template is reduced.

The standardized aluminum alloy template is suitable for buildings with the storey height of 4.5m and below 4.5m, and after the storey height is higher than 4.5m, an aluminum die production unit does not have supporting upright rods higher than the storey height, so that the required requirements cannot be met by using the combined aluminum alloy template under the condition.

SUMMERY OF THE UTILITY MODEL

In order to solve the problems in the prior art, the utility model provides the aluminum alloy template combined supporting device convenient to adjust, which has the characteristics of high strength, light weight, environmental protection, high recycling value, high construction quality precision, wide application range and the like, solves the problem that the aluminum alloy template cannot be used when the layer height is higher than 4.5m, simultaneously solves the application of combining the aluminum mould and the steel pipe scaffold, forms a set of complete construction process and quality control requirements, and provides reference for accumulating experience for similar work in the future.

The technical scheme adopted by the utility model for solving the technical problems is as follows:

the utility model provides an aluminum alloy template combination strutting arrangement convenient to adjust, includes roof beam side template, roof beam die block board and floor template, and the roof beam side template is fixed in the vertical avris of main, secondary beam, and the roof beam die block board is fixed on the bottom surface of main, secondary beam, and the floor template is fixed on the floor, and the roof beam side template is connected with the roof beam die block board in order to be connected the angle mould, connects with the aluminium reentrant corner between the roof beam side template, and the roof beam side template is connected with the floor template in order to aluminium reentrant corner. Early-dismantling heads are arranged on the beam bottom template and the floor template at equal intervals, steel pipe supports are arranged under the early-dismantling heads, adjustable screw rods are arranged at the bottoms of the steel pipe supports, and at least an upper layer of horizontal rods and a lower layer of horizontal rods are horizontally connected between the steel pipe supports.

Preferably, when one side of the primary beam and the secondary beam is not provided with a floor, the beam side formwork is provided with an inclined support, and the inclined support is arranged on the beam bottom formwork.

Preferably, when the two sides of the primary beam and the secondary beam are not provided with floors, the upper parts of the beam side templates are connected by counter-pulling plates, and the distance between the counter-pulling plates is not more than 1.3 m.

Preferably, the maximum distance between two adjacent steel pipe supports is not more than 1.3 m.

Preferably, the height distance between the upper and lower horizontal rods is not less than 50 cm.

Preferably, the lower part of the steel pipe support is provided with a horizontal shear support.

Compared with the prior art, the utility model has the beneficial effects that:

1. high strength, light weight: the weight of each square meter is only 20-25kg, and the existing metal template is lightest and has high bearing capacity which can reach 60KN per square meter.

2. Environmental protection and high recovery value: the aluminum template is a novel green environment-friendly building material, and even after the aluminum template is used for more than 500 times, the aluminum material can be recycled, so that the environment is not polluted.

3. The construction quality precision is high: the concrete wall formed by the aluminum template is smooth and clean, the breadth of the plate surface is large, the abutted seams are few, the degrees of the veneer and the fair-faced concrete are basically achieved (namely, the concrete surface is not plastered, and putty is directly applied to the surface of the concrete), and the cost of building surface decoration can be reduced while the engineering quality is ensured.

4. The application range is wide, and the template is suitable for various templates such as various walls, horizontal floor slabs, pillars, beams, stairs and special-shaped structures.

5. The construction efficiency is high, the circulation of one layer can be achieved within 4-5 days, a large amount of labor can be saved, the construction speed is 2-3 times faster than that of a common template, and the aluminum alloy building template is convenient to assemble; the hoisting is not needed mechanically, and the whole can be assembled manually or assembled into pieces and hoisted mechanically.

6. Compared with the traditional wood pattern: the turnover is less, the occupied area of a stacking field is small (the stacking height is less than or equal to 1.5 meters), the turnover is less, the auxiliary cleaning of the materials is less, and the work of the materials is reduced.

7. The operation is convenient: the vertical rods are large in distance, no connecting rod or floor sweeping rod is arranged, the operation channel is smooth, and the construction efficiency is greatly improved.

8. The economic value is as follows: the investment is large at one time, and the capital occupation is large in the early stage. The wood pattern can be repeatedly used, and if the using times reach 120-200 times (the more times are better), the amortization cost is much lower than that of a wood pattern.

8. And (4) safety aspects: the material transfer adopts manual transfer, and the standard layer does not need to be lifted by a tower crane; compared with the traditional wood pattern, the wood pattern discharging device does not need to be provided with a discharging platform, and the occurrence rate of safety accidents is reduced.

Drawings

FIG. 1 is a schematic view of a main structure of a beam side template, a beam bottom template, a main beam and a secondary beam;

FIG. 2 is a schematic structural view of a beam side formwork and a beam bottom formwork installed between them;

FIG. 3 is a schematic view of a front view mounting structure of the beam side form at the internal corner position of the primary and secondary beams;

FIG. 4 is a schematic front view of the present invention;

FIG. 5 is a schematic front view of the beam side form and the diagonal brace;

FIG. 6 is a schematic front view of the installation of the beam side form and the counter-pulling plate;

fig. 7 is a schematic front view of the present invention in use.

Detailed Description

In order that those skilled in the art can better understand the technical solution of the present invention, the following embodiments are further described with reference to the accompanying drawings and examples.

The aluminum alloy template combined supporting device convenient to adjust as shown in the figures 1-7 comprises beam side templates 1, beam bottom templates 2 and floor templates 3, wherein the beam side templates 11 are fixed on the vertical lateral sides of a primary beam and a secondary beam, the beam bottom templates 2 are fixed on the bottom surfaces of the primary beam and the secondary beam, the floor templates 3 are fixed on the floor, the beam side templates 1 are connected with the beam bottom templates 2 through connecting angle molds, the beam side templates 1 are connected through aluminum internal corners, and the beam side templates 1 are connected with the floor templates 3 through aluminum internal corners. As shown in fig. 1, 2 and 3, the connection of the templates mainly adopts pin joint, a cylindrical bolt and a wedge-shaped inserting piece are adopted, the back support of the templates can adopt an inclined support, and a steel pipe or a square pipe can also be adopted as the back support.

The early-dismantling device is characterized in that early-dismantling heads 4 are arranged on the beam bottom template 2 and the floor template 3 at equal intervals, steel pipe supports 5 are arranged under the early-dismantling heads 4 in a propping mode, the supporting intervals are 1300mm multiplied by 1300mm, the maximum interval is not more than 1.3m, adjustable screw rods 6 are arranged at the bottoms of the steel pipe supports 5, at least an upper layer of horizontal rods 7 and a lower layer of horizontal rods 7 are horizontally connected between the steel pipe supports, and the height interval between the upper layer of horizontal rods 7 and the lower layer of horizontal rods 7 is not less than 50 cm.

Preferably, as shown in fig. 5, when one side of the primary and secondary beams has no floor, the beam-side formwork 1 is provided with an inclined support 8, and the inclined support is installed on the beam bottom formwork, thereby preventing the expansion of the formwork and correcting the verticality and straightness of the side formwork. As shown in figure 6, when the two sides of the main beam and the secondary beam have no floor, the upper parts of the beam side templates 1 are connected by the counter-pulling plates 9, and the distance between the counter-pulling plates is not more than 1.3 m.

The beam side template 1, the beam bottom template 2 and the floor template 3 are all aluminum alloy, the template is light in weight, flexible and convenient to splice and operate, good in surface quality, and the turnover efficiency of the template can be improved by matching the early dismantling head 4 and the steel pipe support 5.

In this embodiment, the steel pipe supports 5 adopt 4.5m long 48 × 3.0mm steel pipe, and the steel pipe supports 5 and the horizontal rod 7 are connected through right-angle fasteners, and the joint position staggered arrangement, the joint of two adjacent steel pipe supports 5 avoid appearing in synchronous same span to the staggered distance in the direction of height is not less than 50 cm.

Because the floor height is higher by 5.1m, the full-hall operation scaffold is firstly erected, the longitudinal and transverse distances are 1.5m, the step pitch is 1.7m, then the steel pipe supports 5 and the horizontal rods 7 in the design are erected, the bottom of the main beam and the secondary beam is supported by the steel pipe supports 5 with the length of 4m, the bottom of the main beam and the secondary beam is provided with the adjustable screw rod 6 with the steel pipe with the length of 0.6m, the bottom of the floor formwork 3 is supported by the steel pipe supports 5 with the length of 4.5m and is provided with the adjustable screw rod 6 with the length of 0.5m, the lower part of the steel pipe supports 5 is provided with the horizontal shear support 10, and the whole full-hall aluminum formwork support frame is erected.

After the device is completely installed in one unit, the flatness and the installation elevation of the layer are measured by using a level meter, and if the device has deviation, the device is corrected by using the adjustable support of the design until the device reaches the integral flatness and the corresponding elevation.

The aluminum alloy template combination supporting device convenient to adjust provided by the utility model is described in detail above. The description of the embodiments is only for the purpose of helping understanding the method of the present invention and the core idea thereof, and it should be noted that, for those skilled in the art, it is possible to make various improvements and modifications to the present invention without departing from the principle of the present invention, and these improvements and modifications also fall within the protection scope of the claims of the present invention.

Claims (6)

1. An aluminum alloy template combined supporting device convenient to adjust comprises beam side templates, a beam bottom template and a floor template, wherein the beam side templates are fixed on the vertical lateral sides of a primary beam and a secondary beam, the beam bottom template is fixed on the bottom surfaces of the primary beam and the secondary beam, the floor template is fixed on a floor, the beam side templates are connected with the beam bottom template through connecting angle templates, the beam side templates are connected with each other through aluminum internal corners, the beam side templates are connected with the floor template through aluminum internal corners,

the method is characterized in that: early-dismantling heads are arranged on the beam bottom template and the floor template at equal intervals, steel pipe supports are arranged under the early-dismantling heads, adjustable screw rods are arranged at the bottoms of the steel pipe supports, and at least an upper layer of horizontal rods and a lower layer of horizontal rods are horizontally connected between the steel pipe supports.

2. The aluminum alloy formwork combination supporting device convenient to adjust as claimed in claim 1, wherein: when one side of the main beam and the secondary beam has no floor, the beam side template is provided with an inclined support, and the inclined support is arranged on the beam bottom template.

3. The aluminum alloy formwork combination supporting device convenient to adjust as claimed in claim 2, wherein: when the two sides of the main beam and the secondary beam are not provided with floors, the upper parts of the beam side templates are connected by counter-pulling plates, and the distance between the counter-pulling plates is not more than 1.3 m.

4. The aluminum alloy formwork combination supporting device convenient to adjust as claimed in claim 1, wherein: the maximum distance between two adjacent steel pipe supports is not more than 1.3 m.

5. The aluminum alloy formwork combination supporting device convenient to adjust as claimed in claim 4, wherein: the height distance between the upper and lower layers of horizontal rods is not less than 50 cm.

6. The aluminum alloy formwork combination supporting device convenient to adjust as claimed in claim 4, wherein: the lower part of the steel pipe support is provided with a horizontal shear support.

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