CN213742288U - Telescopic module of beam and plate - Google Patents

Abstract

The utility model discloses a required flexible module of roof beam and board in reinforced concrete building construction: the adjustable supporting rod consists of a supporting rod (1), a main supporting plate (2), a telescopic plate (3), a connecting hinge (4), a tension spring (5), a leveling rod (6), an adjusting screw (7), a connecting hole (8) and a connecting hook (9). It can be widely used in the construction of beams and plates of reinforced concrete houses.

Description

Telescopic module of beam and plate

One, the technical field

The utility model belongs to the building material field of forming die in the construction of reinforced concrete house especially relates to a build flexible module of roof beam and board in the construction of reinforced concrete house.

Second, background Art

The existing supporting model material widely used in reinforced concrete building construction is steel pipe or wood column, wood plate or bamboo plate or iron plate, the materials are in construction site, constructors firstly make up steel pipe into a support frame, then place wood plate on the steel pipe support frame, because the structures of buildings in site construction are different, the on-site workload is very large, the supporting mould of each beam and plate needs to be tailored and then spliced into a whole, thus the needed workers are many, and because the quality of each person is different, the manufactured forming is in a state with error according to the supporting mould, although the existing supervision mechanism is checked in many ways, the model is not all qualified, the decoration and decoration of flatness are needed again after the construction of any building concrete is completed, because the quantity of the model manufactured in construction site is very large, therefore, the construction time of any reinforced concrete building is very long, the cost is high, and the manufacturing cost is high.

Third, the invention

The utility model provides a problem of the moulded die of on-spot preparation roof beam and board in the reinforced concrete house construction.

The technical scheme of the utility model is that: the method is characterized in that: the novel telescopic plate is provided with a supporting rod (1), a main supporting plate (2) and a telescopic plate (3), wherein the main supporting plate (2) is connected with the telescopic plate (3) through a connecting hinge (4), the main supporting plate (2) is connected with the telescopic plate (3) through a tension spring (5), one or two straight rods (6) are arranged below the main supporting plate (2), the straight rods (6) can rotate in the horizontal direction and are sleeved below the main supporting plate (2), two ends of each straight rod (6) are respectively provided with an adjusting screw (7), two or more round holes (8) are arranged at two outer corners of the telescopic plate (3), and a connecting hook (9) is arranged at each round hole.

The utility model has the advantages that: firstly, it solves the problem that the reinforced concrete house does not need to make the supporting die on site, and after the forming module is provided, only the vertical assembly work exists on the construction site, and the workload on the site is reduced 2/3. Second, ordinary workers can be competent for the work, unlike the large number of skilled wooden workers currently required in construction. Thirdly, the operation is convenient and fast. And fourthly, the module is an iron part and can be repeatedly used for hundreds of times, unlike the existing wood mould and bamboo mould, and the module can not be used after being used for 5-6 times. Therefore, the construction cost of the building can be saved, and the cost is reduced. Fifthly, the construction speed can be increased, and the construction time of the existing supporting die is shortened by about half.

The following is further described with reference to the accompanying drawings.

Description of the drawings

Fig. 1 is a schematic view of a module in a middle section from the front side of a flat panel.

Fig. 2 is a schematic view of a cross-member in a cross-section of a module in a front elevation.

In the figure: (1) is a support rod; (2) is a main supporting plate; (3) is a telescopic plate; (4) for connecting the loose-leaf; (5) is a tension spring; (6) is a flat rod; (7) is an adjusting screw; (8) is a connecting hole; (9) for connecting a hook.

Fifth, detailed description of the invention

In order to reduce the work load of on-the-spot template preparation among the reinforced concrete house construction, the utility model discloses the technical scheme who takes: the method is characterized in that: it has a bracing piece (1), main layer board (2), expansion plate (3), main layer board (2) and expansion plate (3) link to each other with connecting loose-leaf (4), main layer board (2) and expansion plate (3) are in addition with tension spring (5) with its two reconnection, there are flat positive pole (6) of one or two below main layer board (2), this flat positive pole (6) can be made and can rotate and the suit below main layer board (2) in the horizontal direction, flat positive pole (6) both ends respectively are equipped with an adjusting screw (7), on expansion plate (3) two external angles, every department has two or more round holes (8), this holeA connecting hook (9) is arranged, please refer to fig. 1 and 2. In the concrete operation, if the building floor height is higher, the bracing piece can be divided into two sections or multisection, if the building floor height is within 3m, a bracing piece (1) can be used, and the bracing piece (1) can be connected with the main supporting plate (2) by screws or can be welded into an integral module. The dismantling process comprises the following steps: for the plane plate, the connecting hook (9) is loosened, and each module can automatically fall off. When the module is assembled on site, the connecting hook (9) is only needed to be clamped to form a whole. For the removal of the modules at the girder, the adjusting screws (7) at two ends of the leveling rod are loosened downwards, and then the connecting hooks (9) are loosened. Two people are a working group, and the installation is successful. When each specific room is installed, if a gap exists between the two parts after installation, if the gap is about 10-20cm, a long iron plate can be added for sealing, and a small module is not required to be added after the module is manufactured according to the integral multiple of the number of the modules. Each specific module area is about 0.5M²The area of the beam mold is about 0.6M per section for a preferred area²-0.9M²The area is better, so that the physical strength of common workers can be sufficient during installation. That is, each module is not required to be too heavy and too large, preferably about 20-30 kg. The telescopic modules are firstly manufactured and molded in a specific factory according to beams and plate drawing paper of a specific concrete building, but the telescopic modules have universality and repeated applicability.

Claims (1)

1. A beam and panel expansion module: the method is characterized in that: the novel telescopic plate is provided with a supporting rod (1), a main supporting plate (2) and a telescopic plate (3), wherein the main supporting plate (2) is connected with the telescopic plate (3) through a connecting hinge (4), the main supporting plate (2) is connected with the telescopic plate (3) through a tension spring (5), one or two straight rods (6) are arranged below the main supporting plate (2), the straight rods (6) can rotate in the horizontal direction and are sleeved below the main supporting plate (2), two ends of each straight rod (6) are respectively provided with an adjusting screw (7), two or more round holes (8) are arranged at two outer corners of the telescopic plate (3), and a connecting hook (9) is arranged at each round hole.

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