Construction structure applied to embedded bar improved anchoring device

Abstract

The utility model discloses a construction structure applied to an embedded bar improved anchoring device. The construction structure comprises the anchoring device embedded in a constructional column mounting hole. The embedded steel bars are installed in the anchoring device in a vertically adjustable mode. During construction, the embedded steel bars are screwed with the nuts in the anchoring devices firstly, the foot unfolding ends of the anchoring devices are placed in the constructional column mounting holes, and when the height of a brick masonry body reaches the position close to the height of the embedded steel bars, the embedded steel bars drive the nuts to be rapidly adjusted up and down in the through holes in the whole plate end and extend into gaps between bricks; the problem that the embedded steel bars are inconveniently and rapidly adjusted and embedded into gaps between bricks is solved.

Description

Technical Field

[0001] The utility model relates to a construction structure for application of an improved anchoring device for planting reinforcement bars, belonging to the technical field of building construction. Background Art

[0002] When constructing a concrete frame building, the main frame is completed by constructing structural columns, load-bearing walls and floor slabs through concrete reinforcement, and then the non-load-bearing walls are built. In order to ensure the stability of the non-load-bearing wall masonry, it is sometimes necessary to embed reinforcement in the structural columns into the masonry.

[0003] The existing technology of embedding reinforcement in structural columns is disclosed in Chinese Patent Publication No. CN112523393B. The disclosed technology is: drilling holes in circular concrete columns, inserting embedded reinforcements with embedded reinforcement glue on the surface into the embedded reinforcement holes coated with the embedded reinforcement glue; although the embedded reinforcement in the structural column can be buried in the masonry body at a later stage, when the masonry body is built with bricks, the gap height between bricks is sometimes not at the same height as the embedded reinforcement in the structural column, resulting in the problem that the embedded reinforcement cannot be quickly adjusted to be buried in the gap between bricks. Utility Model Content

[0004] In order to solve the above technical problems, the utility model provides a construction structure for application of an improved anchoring device for planting reinforcement.

[0005] The utility model is realized through the following technical solutions.

[0006] The utility model provides a construction structure for application of an improved anchoring device for planting reinforcement, comprising:

[0007] An anchoring device embedded in the installation hole of the structural column;

[0008] The embedded rebar can be adjusted up and down and installed in the anchoring device.

[0009] It also includes a structural column with an installation hole formed by drilling and construction, and a masonry body composed of bricks. The masonry body is located on the side of the structural column, and the embedded steel bars can be adjusted up and down and installed in the anchoring device to extend into the gap between bricks in the masonry body.

[0010] The anchoring device comprises a whole plate end with one end being an integral whole plate and a spread leg end with the other end being a spread leg; a waist-shaped through hole is provided on the whole plate end, a nut is installed on the inner side of the whole plate end, and the nut is larger than the through hole.

[0011] The nut is fixed to the embedded steel bar. After the embedded steel bar and the nut are screwed together and fixed, they can slide through the through hole for adjustment up and down. The nut, which is larger than the through hole, prevents the embedded steel bar from detaching from the through hole on the end of the whole plate.

[0012] The embedded reinforcement is provided with an external thread which is screwed and fixed with a nut.

[0013] The spreading leg ends shrink inward when under pressure and expand to be stuck in the installation hole of the structural column when not under pressure.

[0014] The beneficial effect of the utility model is that the embedded steel bar is first screwed into the nut in the anchor device, and the extended leg end of the anchor device is placed in the installation hole of the structural column. When the height of the brick masonry body reaches near the height of the embedded steel bar, the embedded steel bar with the nut is quickly adjusted up and down in the through hole at the end of the whole plate and extended into the gap between the bricks, thereby solving the problem that the embedded steel bar is inconvenient to be quickly adjusted and buried in the gap between the bricks. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 It is a schematic diagram of the construction structure of the utility model;

[0016] Figure 2 It is a cross-sectional schematic diagram of the anchoring device of the utility model;

[0017] Figure 3 It is a structural schematic diagram of the anchoring device of the utility model when it is used;

[0018] In the figure: 1-structural column; 2-anchoring device; 21-whole plate end; 22-spread leg end; 23-through hole; 24-nut; 3-rebar; 4-masonry body; 41-brick. DETAILED DESCRIPTION

[0019] The technical solution of the utility model is further described below, but the scope of protection required is not limited to the description.

[0020] like Figures 1 to 3 shown.

[0021] The invention discloses a construction structure for applying a reinforcing bar improved anchoring device, comprising:

[0022] A structural column 1 having a mounting hole formed by drilling, and an anchoring device 2 located in the mounting hole of the structural column 1.

[0023] The anchoring device 2 includes a whole plate end 21 with one end being an integral whole plate end and a spread leg end 22 with the other end being a spread leg. The spread leg end 22 shrinks when under pressure and expands when not under pressure to be stuck in the installation hole of the structural column 1; a waist-shaped through hole 23 is provided on the whole plate end 21, and a nut 24 is installed on the inner side of the whole plate end 21, and the nut 24 is larger than the through hole 23.

[0024] It also includes a rebar 3 having an external thread and a nut 24 screwed together and fixed. After the rebar 3 and the nut 24 are screwed together and fixed, they can slide through the through hole 23 for adjustment up and down. The nut 24, which is larger than the through hole 23, prevents the rebar 3 from escaping from the through hole 23 on the whole plate end 21.

[0025] The masonry body 4 is constructed by bricks 41 , and the embedded reinforcement 3 is adjusted up and down in the through hole 23 of the whole plate end 21 and is located in the gap between the bricks 41 on the masonry body 4 .

[0026] The rebar 3 is first screwed into the nut 24 in the anchor device 2, and the extended leg end 22 of the anchor device 2 is placed in the mounting hole of the structural column 1. When the height of the masonry body 4 built with bricks 41 reaches near the height of the rebar 3, the rebar 3 with the nut 24 is quickly adjusted up and down in the through hole 2 of the whole plate end 21 and extends in the gap between the bricks 41, thereby solving the problem that the rebar cannot be quickly adjusted when buried in the gap between the bricks.

[0027] Then use cement mortar to seal and fix the anchor device 2 in the installation hole of the structural column 1, and the solidified cement mortar is filled in the through hole 23, the whole plate end 21 and the expansion leg end 22, so that the embedded steel bar 3 cannot be located. The embedded steel bar 3 covers the cement mortar and is located in the gap between the bricks 41 and the bricks 41. After the masonry body 4 is subjected to load force, the embedded steel bar 3 can transfer the load force of the masonry body 4 to the structural column 1 to achieve stability.

Claims

1. A construction structure for application of an improved anchoring device for planting reinforcement, characterized in that: include: An anchoring device (2) embedded in the mounting hole of the structural column (1); An implanted bar (3), the implanted bar (3) can be adjusted up and down and installed in the anchoring device (2); It also includes a structural column (1) with a mounting hole formed by drilling and construction, and a masonry body (4) formed by bricks (41), the masonry body (4) is located on the side of the structural column (1), and the embedded steel bar (3) can be adjusted up and down and is installed in the anchor device (2) and extends into the gap between the bricks (41) in the masonry body (4); The anchoring device (2) comprises a whole plate end (21) with one end being an integral whole plate and a spread leg end (22) with the other end being a spread leg; a waist-shaped through hole (23) is provided on the whole plate end (21), a nut (24) is installed on the inner side of the whole plate end (21), and the nut (24) is larger than the through hole (23); The nut (24) is fixed to the embedded steel bar (3). After the embedded steel bar (3) and the nut (24) are screwed together and fixed, they can slide through the through hole (23) for upward and downward adjustment. The nut (24) which is larger than the through hole (23) prevents the embedded steel bar (3) from escaping from the through hole (23) on the whole plate end (21).

2. The construction structure using the improved anchoring device for planting reinforcement as claimed in claim 1 is characterized in that: The implanted bar (3) is provided with an external thread which is screwed together with a nut (24) for fixing.

3. The construction structure using the improved anchoring device for planting reinforcement as claimed in claim 1 is characterized in that: The extended leg end (22) retracts when under pressure and expands when not under pressure to be stuck in the installation hole of the structural column (1).

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