CN216076304U

CN216076304U - Template for fixing special-shaped infilled wall constructional column

Info

Publication number: CN216076304U
Application number: CN202122559728.6U
Authority: CN
Inventors: 林腾; 林小霖; 谢志强; 刘俊飞; 秦士博
Original assignee: CSCEC Strait Construction and Development Co Ltd
Current assignee: CSCEC Strait Construction and Development Co Ltd
Priority date: 2021-10-22
Filing date: 2021-10-22
Publication date: 2022-03-18
Anticipated expiration: 2031-10-22

Abstract

The utility model relates to a template for fixing a special-shaped filler wall constructional column, which comprises a Y-shaped second screw, wherein three ends of the second screw are respectively connected with a first sleeve, a second sleeve and a third sleeve through hexagonal nuts, an included angle between the first sleeve and the second sleeve is 135 degrees, an included angle between the second sleeve and the third sleeve is 135 degrees, an included angle between the third sleeve and the first sleeve is 90 degrees, second wood templates are arranged on the first sleeve and the third sleeve, a second batten back edge is arranged on the second wood template, a first wood template is arranged on the second sleeve, and a first batten back edge is arranged on the first wood template; the utility model has simple structure and strong practicability, can simplify the template reinforcing process, and effectively prevents the occurrence of the conditions of damage, looseness, cracking and leakage of the masonry around the constructional column.

Description

Template for fixing special-shaped infilled wall constructional column

Technical Field

The utility model relates to a template for fixing a special-shaped filler wall constructional column, and belongs to the technical field of building construction templates.

Background

As is known, a modern building masonry structure is usually used as a filler wall, a constructional column is required to be arranged at the joint of an L-shaped filler wall and a T-shaped filler wall to enhance the integrity of the masonry, the constructional column is usually called a concrete constructional column, and is a concrete column which is prepared at a specified position of a masonry house wall according to the construction arrangement of reinforcing bars and the construction sequence of firstly building the wall and then pouring the concrete column; at present, the common practice is to drill holes and penetrate split screws on the masonry structure (or along mortar joints) around a constructional column to support a template, so that the integrity and stability of the masonry structure are seriously damaged; simultaneously, because constructional column serrated raft is short (only 6cm), the constructional column template can' T directly adopt traditional perpendicular to strengthening the constructional column template of drawing the screw rod mode to these wall body handing-over position constructional column templates, and the site operation personnel need chisel the wall body setting to drawing the bolt or adopt step by step to tightly carry out the template reinforcement for the reinforcement of L style of calligraphy, T style of calligraphy constructional column template is especially complicated and low efficiency, and artifical trompil is wasted time, hard, causes a large amount of raise dusts, polluted environment.

SUMMERY OF THE UTILITY MODEL

In order to solve the technical problems, the utility model provides a template for fixing a special-shaped filler wall constructional column, which can simplify the template reinforcing process and effectively prevent the situations of masonry damage, looseness, cracking and leakage around the constructional column.

The technical scheme of the utility model is as follows:

the utility model provides a template of fixed heterotypic infilled wall constructional column, includes the second screw rod of Y style of calligraphy, the three end of second screw rod is connected with first sleeve pipe, second sleeve pipe and third sleeve pipe through hexagon nut respectively, contained angle between first sleeve pipe and the second sleeve pipe is 135, contained angle between second sleeve pipe and the third sleeve pipe is 135, contained angle between third sleeve pipe and the first sleeve pipe is 90, all be provided with the second plank sheathing on first sleeve pipe and the third sleeve pipe, it is stupefied to set up the second flitch back of the body on the second plank sheathing, be provided with first plank sheathing on the second sleeve pipe, it is stupefied to be provided with first flitch back of the body on the first plank sheathing.

The second plank sheathing on first sleeve pipe and the third sleeve pipe is "L" type structure, and the first plank sheathing on the second sleeve pipe is "one" style of calligraphy structure, and two second plank sheathing are bilateral symmetry structure setting, and the inside from the top down equidistance of right angle of two second plank sheathing distributes has a plurality of second flitch back of the body stupefied, and first plank sheathing sets up on the axis of two second plank sheathing, and the outside from the top down equidistance of first plank sheathing distributes has a plurality of first flitch back of the body stupefied.

Second plank sheathing on first sleeve pipe and the third sleeve pipe is "one" style of calligraphy structure, and first plank sheathing on the second sleeve pipe is "L" type structure, and an end fixed connection and contained angle of two second plank sheathing are 90, and the outside from the top down equidistance of two second plank sheathing distributes and has a plurality of second flitch back of the body stupefied, and first plank sheathing sets up on the axis of 90 contained angles of two second plank sheathing, and the inside from the top down equidistance of right angle of first plank sheathing distributes and has a plurality of first flitch back of the body stupefied.

The first batten back edge and the second batten back edge are connected with the first wood formwork and the second wood formwork through the first screw.

The outer side of the first screw rod is fixed through the arrangement of the mountain-shaped clamp and the hexagonal nut.

The utility model has the following beneficial effects:

1. when the template is used, the template is reinforced by connecting the first screw rod with the three sleeves arranged on the Y-shaped second screw rod, the template has universality, the construction steps are portable and efficient, and the forming quality of the constructional column is guaranteed.

2. By utilizing the template for fixing the special-shaped filler wall constructional column, the steps of a reinforcing process of field operators are reduced, meanwhile, holes are formed in masonry bodies and mortar joints, split bolts are pulled, secondary structural quality hidden dangers are avoided, the engineering cost is saved, the engineering construction period is shortened, and meanwhile, the pouring construction quality of the constructional column is ensured.

Drawings

FIG. 1 is a schematic structural view of a T-shaped template according to the present invention;

FIG. 2 is a schematic structural diagram of an L-shaped template according to the present invention;

FIG. 3 is a schematic perspective view of a T-shaped construction post according to the present invention;

FIG. 4 is a schematic perspective view of a T-shaped construction post according to the present invention;

FIG. 5 is a schematic perspective view of an L-shaped construction post according to the present invention;

FIG. 6 is a schematic perspective view of an L-shaped construction post according to the present invention;

the reference numbers in the figures denote:

1. a first screw; 2. a mountain-shaped card; 3. a hexagonal nut; 4. a first sleeve; 5. a hexagonal nut; 6. a second screw; 7. a first batten back edge; 8. a first wood formwork; 9. a second sleeve; 10. a third sleeve; 11. a second wood formwork; 12. the second batten is back-stupefied.

Detailed Description

The utility model is described in detail below with reference to the figures and the specific embodiments.

Referring to fig. 1 to 6, the template for fixing the special-shaped filler wall constructional column comprises a Y-shaped second screw 6, three ends of the second screw 6 are respectively connected with a first sleeve 4, a second sleeve 9 and a third sleeve 10 through hexagonal nuts 5, an included angle between the first sleeve 4 and the second sleeve 9 is 135 degrees, an included angle between the second sleeve 9 and the third sleeve 10 is 135 degrees, an included angle between the third sleeve 10 and the first sleeve 4 is 90 degrees, second wood templates 11 are arranged on the first sleeve 4 and the third sleeve 10, second wood templates back ridges 12 are arranged on the second wood templates 11, first wood templates 8 are arranged on the second sleeve 9, and first wood templates 7 are arranged on the first wood templates 8.

Second plank sheathing 11 on first sleeve pipe 4 and the third sleeve pipe 10 is "L" type structure, and first plank sheathing 8 on the second sleeve pipe 9 is "one" style of calligraphy structure, and two second plank sheathing 11 are bilateral symmetry structure setting, and the inside from the top down equidistance of right angle of two second plank sheathing 11 distributes has a plurality of second flitch back of the body stupefied 12, and first plank sheathing 8 sets up on the axis of two second plank sheathing 11, and the outside from the top down equidistance of first plank sheathing 8 distributes has a plurality of first flitch back of the body stupefied 7.

Second plank sheathing 11 on first sleeve pipe 4 and the third sleeve pipe 10 is "one" style of calligraphy structure, and first plank sheathing 8 on the second sleeve pipe 9 is "L" type structure, and an end fixed connection and contained angle of two second plank sheathing 11 are 90, and the outside from the top down equidistance of two second plank sheathing 11 distributes has a plurality of second flitch back arris 12, and first plank sheathing 8 sets up on the axis of the 90 contained angles of two second plank sheathing 11, and the inside from the top down equidistance of right angle of first plank sheathing 8 distributes has a plurality of first flitch back arris 7.

The first batten back edge 7 and the second batten back edge 12 are connected with the first wood formwork 8 and the second wood formwork 11 through the first screw 1.

The outer side of the first screw rod 1 is fixed by arranging a mountain-shaped clamp 2 and a hexagonal nut 3.

The working principle of the utility model is as follows:

when the utility model is used, firstly, aiming at a T-shaped constructional column, as shown in figures 3 and 4, three included angles of a Y-shaped second screw 6 are respectively set to 135 degrees, 135 degrees and 90 degrees, then a first sleeve 4, a second sleeve 9 and a third sleeve 10 are respectively connected to three ends of the second screw 6 through a hexagon nut 5, then after steel bar binding is completed and the construction of wall bodies on two sides of the constructional column is completed, double-faced adhesive tapes are pasted along concave-convex branches of a serrated racking, holes are punched in the height direction of a first wood template 8 and a second wood template 11 at equal intervals by using an electric drill, one surface is preferentially installed after the processing is completed, the second screw 6 provided with the sleeve is placed in the constructional column according to the positions of the holes, then templates on the rest surfaces are installed, a first wood square back ridge 7 and a second wood back ridge 12 are further processed and punched, finally, the first screw 1 on each surface is installed in a Y-shaped component of the second screw 6 provided with the sleeve, the inner end heads of the three first screw rods 1 are respectively connected with a first sleeve 4, a second sleeve 9 and a third sleeve 10, and the outer ends of the first screw rods 1 are provided with mountain-shaped clamps 2 and screwed down through hexagonal nuts 3; and after the constructional column is poured, loosening the hexagon nut 3 and taking down the mountain-shaped clamp 2 during form removal, rotating the first screw 1 out, and removing the first wood formwork 8 and the second wood formwork 11 to complete constructional column construction.

When the L-shaped constructional column is constructed, the first wood formwork 8 and the second wood formwork 11 are arranged as shown in fig. 5 and 6, the second screw 6, the first sleeve 4, the second sleeve 9 and the third sleeve 10 are erected in the same manner, and the first batten back ridge 7 and the second batten back ridge 12 are machined in the same manner as the T-shaped constructional column.

The above description is only an embodiment of the present invention, and not intended to limit the scope of the present invention, and all modifications of equivalent structures and equivalent processes performed by the present specification and drawings, or directly or indirectly applied to other related technical fields, are included in the scope of the present invention.

Claims

1. The utility model provides a template of fixed heterotypic infilled wall constructional column which characterized in that: second screw rod (6) including the Y style of calligraphy, the three end of second screw rod (6) is connected with first sleeve pipe (4), second sleeve pipe (9) and third sleeve pipe (10) through hexagon nut (5) respectively, contained angle between first sleeve pipe (4) and second sleeve pipe (9) is 135, contained angle between second sleeve pipe (9) and third sleeve pipe (10) is 135, contained angle between third sleeve pipe (10) and first sleeve pipe (4) is 90, all be provided with second plank sheathing (11) on first sleeve pipe (4) and third sleeve pipe (10), set up stupefied (12) in second plank sheathing (11) back, be provided with first plank sheathing (8) on second sleeve pipe (9), be provided with stupefied (7) in first plank sheathing (8) back.

2. The formwork for fixing a profiled filler wall constructional column as claimed in claim 1, wherein: second plank sheathing (11) on first sleeve pipe (4) and third sleeve pipe (10) are "L" type structure, first plank sheathing (8) on second sleeve pipe (9) are "one" style of calligraphy structure, two second plank sheathing (11) are bilateral symmetry structure setting, the inside from the top down equidistance of right angle of two second plank sheathing (11) distributes has a plurality of second flitch back of the body stupefied (12), first plank sheathing (8) set up on the axis of two second plank sheathing (11), the outside from the top down equidistance of first plank sheathing (8) distributes has a plurality of first flitch back of the body stupefied (7).

3. The formwork for fixing a profiled filler wall constructional column as claimed in claim 1, wherein: second plank sheathing (11) on first sleeve pipe (4) and third sleeve pipe (10) are "one" style of calligraphy structure, first plank sheathing (8) on second sleeve pipe (9) are "L" type structure, an end fixed connection and contained angle of two second plank sheathing (11) are 90, the outside from the top down of two second plank sheathing (11) is equidistantly distributed has a plurality of second flitch back arris (12), first plank sheathing (8) set up on the axis of the 90 contained angles of two second plank sheathing (11), the inside from the top down of right angle of first plank sheathing (8) is equidistantly distributed has a plurality of first flitch back arris (7).

4. The formwork for fixing a profiled filler wall constructional column as claimed in claim 1, wherein: the first batten back edge (7) and the second batten back edge (12) are connected with the first wood formwork (8) and the second wood formwork (11) through the first screw (1).

5. The formwork for fixing a profiled filler wall constructional column as claimed in claim 4, wherein: the outer side of the first screw rod (1) is fixed by arranging a mountain-shaped clamp (2) and a hexagonal nut (3).