CN217518272U - Frock is consolidated to cross brickwork wall junction constructional column - Google Patents

Abstract

The utility model relates to a cross brickwork wall cross section constructional column reinforcement frock, including cross brickwork wall and constructional column, the template has all been erect to the four corners department of cross brickwork wall, the constructional column is upper and lower interval sets up multiunit reinforcement unit, and every group reinforcement unit includes two reinforcement frock that are cross arrangement; each reinforcing tool comprises a screw and reinforcing members arranged at two ends of the screw, the screw obliquely penetrates through the templates at the opposite angles and the diagonal angles of the constructional column, and two ends of the screw extend outwards; the reinforcing piece comprises a gasket penetrating through the screw rod, two round rods hinged in front of the gasket, angle steel hinged on each round rod and a nut in threaded connection with the screw rod; the two angle steels are hinged, a gap is reserved between the two angle steels for a screw to pass through, the angle steels are tightly propped against the template, and the nuts are tightly propped against the rear of the gasket. The utility model discloses avoided the constructional column formwork to consolidate the problem that must punch on masonry structure, guaranteed the stability of wall body.

Description

A tool for reinforcing structural columns at the intersection of cross masonry walls

technical field

The utility model relates to the technical field of structural column building construction, in particular to a structural column reinforcement tool at the intersection of a cross masonry wall.

Background technique

During the construction of the masonry structure of the building, it is necessary to set up structural columns at the intersection of the cross masonry walls to enhance the integrity of the masonry structure and to reinforce the structural columns.

The traditional method of strengthening structural columns at the intersection of cross masonry walls is mainly to use punching holes and casings on the masonry structure combined with wooden corrugated and steel pipes to reinforce the formwork. The integrity and the stability of the wall are reduced, which is not conducive to the protection of the finished masonry wall, and if the concrete of the structural column is not reinforced in place during the pouring process, it is prone to form expansion.

SUMMARY OF THE INVENTION

In order to solve the problem that holes must be drilled on the masonry structure for the reinforcement of the structural column support formwork, the utility model provides a structural column reinforcement tool at the intersection of the cross masonry wall, which can avoid drilling holes on the masonry structure and ensure the wall stability, and at the same time can effectively reinforce the structural column.

For realizing the above-mentioned purpose, the technical scheme that the utility model adopts is:

A structural column reinforcement tooling at the intersection of a cross masonry wall, comprising a cross masonry wall and a structural column arranged at the intersection of the cross masonry wall, the four corners of the cross masonry wall are supported with templates, and the structural column Multiple sets of reinforcement units are arranged at the upper and lower intervals, and each group of reinforcement units includes two reinforcement toolings arranged in a cross shape;

Each of the reinforcement tooling includes a screw rod and reinforcement members arranged at both ends of the screw rod. The screws of the two reinforcement toolings are arranged up and down, and the screw rods obliquely pass through the diagonal and diagonal template of the structural column. External extension, easy to install the reinforcement;

The reinforcement includes a washer pierced on the screw rod, two round rods hinged in front of the gasket, an angle steel hinged on each round rod, and a nut threaded on the screw rod; between the two angle steels Hinged, there is a gap between the two angle steels for the screw rod to pass through, the angle steel is tightly abutted on the template, and the nut is tightly abutted behind the gasket, limiting the position of the gasket.

Further, the gasket is a plate-like structure cut from a steel plate, the cross-section of the gasket is rectangular, the gasket is slidably connected to the screw rod, the gasket material is convenient to obtain, and the production is simple.

Further, the round rods are symmetrically arranged on both sides in front of the gasket, the round rod is a columnar structure cut from a round steel, and the two ends of the round rod are hinged to the gasket and the angle steel respectively. , At the same time, the hinged installation method is convenient to adjust the position of the angle steel.

Further, bolts are provided between the round rod and the gasket for hinged connection, bolts are provided between the round rod and the angle steel for hinged connection, and bolts are also provided between the two angle steels for hinged connection, which can be easily realized by bolt installation. Hinged connection.

Further, the four reinforcement members of each group of reinforcement units are respectively pressed against the formwork at the four corners of the cross masonry wall to be fastened, and the four reinforcement members cooperate with the two screws to reinforce the formwork.

Through the above-mentioned technical scheme, the beneficial effects of the present utility model are:

The utility model has reasonable structural design and is suitable for the reinforcement of structural columns at the intersection of cross masonry walls. The screw and reinforcement are easy to assemble, the principle is simple, the wall is operable, and it is also adjustable, which can effectively reinforce the structural column formwork and avoid damage to the masonry.

The utility model has good durability, can be used in multiple turnovers, has no material waste, and saves construction costs. The installation and removal process of the reinforcement unit is relatively simple, which can not only ensure the reliability of the formwork support, avoid the expansion of the formwork, ensure the construction quality, but also improve the construction efficiency and meet the actual construction needs. The reinforcement tool is an adjustable device, which can adjust the opening size of the angle steel attached to the wall according to the thickness of the cross masonry wall and the size of the structural column, making it more flexible to use.

Description of drawings

Figure 1 is a schematic diagram of the overall structure of a structural column reinforcement tool at the intersection of a cross masonry wall according to the present invention.

Figure 2 is a schematic diagram of a reinforcement member of a structural column reinforcement tool at the intersection of a cross masonry wall according to the present invention.

Fig. 3 is one of the schematic diagrams of the installation of the reinforcement member of the structural column reinforcement tool at the intersection of the cross masonry wall according to the present invention.

FIG. 4 is the second schematic diagram of the installation of the reinforcement member of the structural column reinforcement tool at the intersection of the cross masonry wall according to the present invention.

The reference numbers in the accompanying drawings are: 1 is a cross masonry wall, 2 is a structural column, 3 is a template, 4 is a screw rod, 5 is a gasket, 6 is a round rod, 7 is an angle steel, 8 is a nut, and 9 is a bolt.

Detailed ways

The specific embodiments of the present utility model are described in detail below in conjunction with the accompanying drawings:

As shown in FIGS. 1 to 4 , a structural column reinforcement tooling at the intersection of a cross masonry wall includes a cross masonry wall 1 and a structural column 2 arranged at the intersection of the cross masonry wall 1. The cross masonry wall 1 There are templates 3 at the four corners.

In order to effectively reinforce the formwork 3, a plurality of sets of reinforcement units are arranged at intervals up and down the structural column 2, and each set of reinforcement units includes two reinforcement toolings arranged in a crisscross pattern.

Each piece of reinforcement tooling includes a screw rod 4 and reinforcement members arranged symmetrically at both ends of the screw rod 4. The screw rods 4 of the two reinforcement toolings are arranged up and down to avoid interference. ends extend outward.

The four reinforcing members of each group of the reinforcing units are respectively pressed against the formwork 3 at the four corners of the cross masonry wall 1 to be fastened, and the formwork 3 can be supported and strengthened. Each of the reinforcing members includes a washer 5 pierced on the screw rod 4 , two round rods 6 hinged in front of the washer 5 , an angle steel 7 hinged on each round rod 6 , and a threaded rod 4 . Nut 8.

In this embodiment, the washer 5 is a plate-like structure cut from a steel plate, the cross-section of the washer 5 is rectangular, and the washer 5 is slidably connected to the screw rod 4 . The round rods 6 are symmetrically arranged on both sides in front of the washer 5 . The round rods 6 are columnar structures cut from round steel, and the washer 5 and the angle steel 7 are hinged at both ends of the round rod 6 .

In order to facilitate the installation of the round rod 6 with the gasket 5 and the angle steel 7, a bolt 9 is provided between the round rod 6 and the gasket 5 for hinged connection, and a bolt 9 is provided between the round rod 6 and the angle steel 7 for hinged connection .

Specifically, grooves are provided at both ends of the round rod 6, and a hinge block is welded to the gasket 5 and the angle steel 7 respectively. The round rod 6 is inserted into the hinge block through the groove, and then the bolt 9 passes through the groove and the hinge block. The hinge block further installs and hinges the round rod 6 with the gasket 5 and the angle steel 7 .

The two angle steels 7 are hinged. Specifically, bolts 9 are also provided between the two angle steels 7 to be hinged. Holes are drilled on the angle steels 7, and the bolts 9 are passed through the two holes and then the two angle steels 7 are installed and hinged. . There is a gap between the two angle steels 7 for the screw rod 4 to pass through. The angle steel 7 is tightly pressed against the template 3 to support and reinforce it.

In the utility model, the screw 4 containing the gasket 5 is passed through the structural column 2, the two angle steels 7 are hinged together with the bolts 9, and placed between two adjacent masonry walls, and then the angle steel is connected by the round rod 6. 7 is connected with the screw 4, both sides of the round rod 6 are hinged, one side is hinged on the gasket 5, and the other side is hinged on the angle steel 7. Finally, by adjusting the nut 8 on the screw 4, the reinforcement is fixed on the wall formwork 3, so that the formwork 3 of the structural column 2 is effectively reinforced.

The above-mentioned embodiments are only preferred embodiments of the present invention, and do not limit the scope of implementation of the present invention. Therefore, any equivalent changes made in accordance with the structures, features and principles described in the patent scope of the present invention or Modifications should be included in the scope of the patent application of the present invention.

Claims (5)

1. A cross masonry wall intersection constructional column reinforcing tool comprises a cross masonry wall (1) and constructional columns (2) arranged at the intersection positions of the cross masonry wall (1), wherein templates (3) are erected at four corners of the cross masonry wall (1), and the cross masonry wall reinforcing tool is characterized in that a plurality of groups of reinforcing units are arranged at the upper and lower positions of the constructional columns (2) at intervals, and each group of reinforcing units comprises two reinforcing tools arranged in a cross shape;

each piece of reinforcement tool comprises a screw (4) and reinforcement members arranged at two ends of the screw (4), the screws (4) of the two pieces of reinforcement tools are arranged in a vertically staggered manner, and the screws (4) penetrate through opposite angles of the constructional column (2) and extend outwards from two ends;

the reinforcing piece comprises a gasket (5) arranged on the screw rod (4) in a penetrating mode, two round rods (6) hinged to the front of the gasket (5), angle steel (7) hinged to each round rod (6) and a nut (8) connected to the screw rod (4) in a threaded mode; two articulated between angle steel (7), leave the clearance between two angle steel (7) and pass in order to supply screw rod (4), angle steel (7) tightly support on template (3), nut (8) tightly support in gasket (5) rear.

2. The tool for reinforcing the constructional column at the cross of the cross masonry wall as claimed in claim 1, wherein the gasket (5) is a plate-shaped structure cut from a steel plate, the section of the gasket (5) is rectangular, and the gasket (5) is slidably connected to the screw (4).

3. The cross masonry wall intersection constructional column reinforcing tool is characterized in that the round rods (6) are symmetrically arranged on two sides in front of the gaskets (5), the round rods (6) are of a cylindrical structure formed by cutting round steel, and two ends of each round rod (6) are respectively hinged to the gaskets (5) and the angle steel (7).

4. The cross masonry wall intersection constructional column reinforcement tool as claimed in claim 3, wherein bolts (9) are arranged between the round rod (6) and the gaskets (5) for hinging, bolts (9) are arranged between the round rod (6) and the angle steel (7) for hinging, and bolts (9) are arranged between the two angle steels (7) for hinging.

5. The cross masonry wall intersection constructional column reinforcement tool according to claim 1, wherein four reinforcements of each group of reinforcement units are respectively abutted against the formworks (3) at the four corners of the cross masonry wall (1) for fastening.

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