Reinforced wall connecting structure containing flat steel

Abstract

The utility model discloses a reinforced wall connecting structure containing flat steel. The scaffold stand columns are connected to one side of the structural beam, the scaffold cross beams and the butt-joint cross beams are connected to the scaffold stand columns in the vertical direction, and the flat steel connecting plates are embedded in the top of the structural beam and fixedly connected with the butt-joint cross beams. The wall connecting steel plate is pre-buried on the outer side surface of the structural beam; the wall connecting inclined strut is connected between the wall connecting steel plate and the butt-joint cross beam; and the intra-frame inclined strut is connected between the butt-joint cross beam and a lower adjacent scaffold cross beam. Due to the arrangement of the reinforcing plates, the overall connection between the flat steel connecting plates is guaranteed, and the wall connecting strength is guaranteed; through the arrangement of the wall connecting inclined struts, the uniform stress of the cantilever ends of the butt joint cross beams is further guaranteed, the wall connecting strength is further guaranteed, and construction is convenient and fast; and through the arrangement of the inclined struts in the scaffold, it is guaranteed that the strength of the butt-joint cross beams in the scaffold is enhanced, and the integrity of the scaffold can be further improved.

Description

Technical Field

[0001] The utility model relates to the technical field of wall connection piece construction, in particular to a flat steel reinforced wall connection structure. Background Art

[0002] Traditional steel pipe wall ties embedded in the main structure will leave through-holes on the masonry wall during the secondary structure construction, which will affect the quality of the masonry and require special personnel to repair later. The existing technical solutions mainly include embedded steel pipe wall ties. Steel pipe wall ties will leave through-holes on the masonry wall during the secondary structure construction, which will affect the quality of the masonry and require special personnel to repair later. There is also the connection through flat steel, which has a low connection strength and is not enough to support the construction of large scaffolding, and requires a reinforced design. Utility Model Content

[0003] The utility model provides a flat steel reinforced wall connection structure, which is used to solve the technical problems of strength enhancement, multiple supports and convenient construction of flat steel reinforcements.

[0004] In order to achieve the above purpose, the utility model adopts the following technical solutions:

[0005] A reinforced wall-connecting structure containing flat steel, comprising a structural beam, a group of scaffolding columns connected to one side of the structural beam, a scaffolding beam and a butt beam connected to the scaffolding columns vertically, a flat steel connecting plate embedded in the top of the structural beam and fixedly connected to the butt beam, a wall-connecting steel plate embedded in the outer side of the structural beam, a wall-connecting diagonal brace connected between the wall-connecting steel plate and the butt beam, and an inner diagonal brace connected between the butt beam and the adjacent scaffolding beam below;

[0006] A group of scaffolding columns are arranged in two parallel rows along the length of the structural beam, and scaffolding columns are arranged at intervals in each row; the butt crossbeam is arranged between the two rows of scaffolding columns and corresponds to the flat steel connecting plates one by one.

[0007] Furthermore, the butt-jointed crossbeam is longer than the scaffolding crossbeam, one end of which is cantilevered, and the outer end of the cantilevered section is in contact and connected with the side surface of the structural beam.

[0008] Furthermore, the butt beam between the scaffolding columns and the scaffolding beam below it are detachably connected with an inner diagonal brace; the inner diagonal brace is in an eight-shaped shape, and the top of the inner diagonal brace is located at the center line of the two rows of scaffolding columns.

[0009] Furthermore, the flat steel connecting plate is in an inverted L-shape, with a vertical portion pre-buried in the top of the structural beam, a portion of the horizontal portion overlapping the top surface of the structural beam and another portion cantilevered and fixedly connected to the cantilevered end of the butt beam.

[0010] Furthermore, the flat steel connecting plate is provided with at least two connecting holes, and connecting bolts are provided in the connecting holes to be fixedly connected with the docking crossbeam.

[0011] Furthermore, the flat steel connecting plates are arranged one by one corresponding to the butting cross beams, and reinforcing plates are arranged between adjacent flat steel connecting plates, and the reinforcing plates are arranged between the connecting holes of adjacent flat steel connecting plates.

[0012] Furthermore, the vertical portion of the flat steel connecting plate is also fixedly connected to the inner steel bars of the structural beam.

[0013] Furthermore, a wall connecting steel plate is embedded in the outer side surface of the lower middle part of the structural beam, and the wall connecting steel plate is connected to the structural beam through embedded bolts; the wall connecting steel plate is fixedly connected to the wall connecting diagonal brace, and the top of the wall connecting diagonal brace is connected with a docking hoop, and the docking hoop is detachably connected to the corresponding docking beam.

[0014] Furthermore, the docking clamp is clamped to the outer side of the connection between the docking crossbeam and the scaffolding column.

[0015] Furthermore, an operating platform is provided on the scaffolding crossbeam corresponding to the construction, and a protective net is provided below the scaffolding crossbeam corresponding to the operating platform.

[0016] The beneficial effects of the utility model are embodied in:

[0017] 1) The utility model is conducive to ensuring the integral connection between the flat steel connecting plates and the strength of the connecting wall through the setting of the reinforcing plate; and through the fixed connection between the reinforcing plate and the steel bars in the beam, the force is further improved;

[0018] 2) The utility model further ensures uniform force on the cantilevered end of the connecting beam and further ensures the strength of the connecting wall through the setting of the connecting wall diagonal brace, and it can be conveniently constructed;

[0019] 3) The utility model ensures the strength of the butt-jointed beam inside the scaffolding by setting the diagonal brace inside the scaffolding, and can further improve the integrity of the scaffolding;

[0020] Other features and advantages of the utility model will be described in the subsequent description, and in part will become apparent from the description, or be understood by implementing the utility model; the main purpose and other advantages of the utility model can be realized and obtained through the solutions particularly pointed out in the description. BRIEF DESCRIPTION OF THE DRAWINGS

[0021] Figure 1 It is a schematic diagram of a flat steel reinforced wall structure;

[0022] Figure 2 It is a schematic diagram of the wall brace and its connection structure;

[0023] Figure 3is a schematic diagram of a reinforcing plate and its connection structure;

[0024] Figure 4 It is a schematic diagram of the flat steel connecting plate, the butt beam and their connection structure;

[0025] Figure 5 It is a schematic diagram of the connection structure between the flat steel connecting plate and the steel bars in the beam.

[0026] Figure numbers: 1-structural beam, 2-scaffolding column, 3-scaffolding beam, 4-operating table, 5-protective net, 6-jointing beam, 7-inner diagonal brace, 8-flat steel connecting plate, 9-wall connecting diagonal brace, 10-wall connecting steel plate, 11-jointing clamp, 12-reinforcement plate, 13-connecting bolt, 14-reinforcement bar in beam. DETAILED DESCRIPTION

[0027] Taking a reinforced concrete frame structure as an example, a flat steel reinforced wall connection structure includes a structural beam 1, a group of scaffolding columns 2 connected to one side of the structural beam 1, a scaffolding beam 3 and a butt beam 6 connected vertically to the scaffolding columns 2, a flat steel connecting plate 8 embedded in the top of the structural beam 1 and fixedly connected to the butt beam 6, a wall connection steel plate 10 embedded in the outer side of the structural beam 1, a wall connection diagonal brace 9 connected between the wall connection steel plate 10 and the butt beam 6, and an in-frame diagonal brace 7 connected between the butt beam 6 and the adjacent scaffolding beam 3 below.

[0028] In this embodiment, a group of scaffolding columns 2 are arranged in two parallel rows along the length of the structural beam 1, and scaffolding columns 2 are arranged at intervals in each row; a docking beam 6 is arranged between the two rows of scaffolding columns 2 and is arranged one-to-one with the flat steel connecting plate 8. The docking beam 6 is longer than the scaffolding beam 3, and one end of it is cantilevered, and the outer end of the cantilevered section is in contact with the side of the structural beam 1. An operating platform 4 is also arranged on the scaffolding beam 3 corresponding to the construction, and a protective net 5 is arranged below the scaffolding beam 3 corresponding to the operating platform 4.

[0029] In this embodiment, the butt beam 6 between the scaffolding columns 2 and the scaffolding beam 3 below it are detachably connected with an inner diagonal brace 7; the inner diagonal brace 7 is in an eight-shaped shape, and the top of the inner diagonal brace 7 is located at the center line of the two rows of scaffolding columns 2.

[0030] In this embodiment, the flat steel connecting plate 8 is in an inverted L shape, with a vertical portion pre-buried in the top of the structural beam 1, a portion of the horizontal portion overlapped on the top surface of the structural beam 1, and another portion cantilevered and fixedly connected to the cantilevered end of the butt crossbeam 6. At least two connecting holes are provided on the flat steel connecting plate 8, and connecting bolts 13 are provided in the connecting holes to be fixedly connected to the butt crossbeam 6.

[0031] In this embodiment, the short side length of the flat steel connecting plate 8 is not less than 200mm, the long side opening section is not less than 300mm, the short side is embedded in the structural beam 1, the embedded depth is not less than 200mm, and the long side is tied to the external frame; the connecting hole is a round hole.

[0032] In this embodiment, the flat steel connecting plates 8 are arranged one by one corresponding to the butt-jointed cross beams 6, and a reinforcing plate 12 is arranged between adjacent flat steel connecting plates 8, and the reinforcing plate 12 is arranged between the connecting holes of adjacent flat steel connecting plates 8. The vertical portion of the flat steel connecting plate 8 is also fixedly connected to the inner beam steel bar 14 inside the structural beam 1.

[0033] In this embodiment, a wall connecting steel plate 10 is pre-embedded on the outer side of the lower middle part of the structural beam 1, and the wall connecting steel plate 10 is connected to the structural beam 1 through pre-embedded bolts; the wall connecting steel plate 10 is fixedly connected to the wall connecting diagonal brace 9, and a docking clamp 11 is connected to the top of the wall connecting diagonal brace 9, and the docking clamp 11 is detachably connected to the docking crossbeam 6. The docking clamp 11 is clamped to the outer side of the connection between the docking crossbeam 6 and the scaffolding column 2.

[0034] The above description is only a preferred specific implementation of the present invention, but the protection scope of the present invention is not limited thereto. Any changes or substitutions that a technician familiar with the technical field thinks of within the technical scope disclosed in the present invention should be included in the protection scope of the present invention.

Claims

1. A reinforced wall structure containing flat steel, characterized in that: It comprises a structural beam (1), a group of scaffolding columns (2) connected to one side of the structural beam (1), a scaffolding crossbeam (3) and a butt crossbeam (6) connected vertically to the scaffolding columns (2), a flat steel connecting plate (8) embedded in the top of the structural beam (1) and fixedly connected to the butt crossbeam (6), a wall connecting steel plate (10) embedded in the outer side of the structural beam (1), a wall connecting diagonal brace (9) connected between the wall connecting steel plate (10) and the butt crossbeam (6), and an internal diagonal brace (7) connected between the butt crossbeam (6) and the scaffolding crossbeam (3) adjacent below; A group of scaffolding columns (2) are arranged in two parallel rows along the length of the structural beam (1), and scaffolding columns (2) are arranged at intervals in each row; the docking crossbeam (6) is arranged between the two rows of scaffolding columns (2) and is arranged in one-to-one correspondence with the flat steel connecting plates (8).

2. A flat steel reinforced wall structure as claimed in claim 1, characterized in that: The butt-jointed crossbeam (6) is longer than the scaffolding crossbeam (3), one end of which is cantilevered, and the outer end of the cantilevered section is in contact and connected with the side surface of the structural beam (1).

3. A flat steel reinforced wall structure as claimed in claim 2, characterized in that: The butt crossbeam (6) between the scaffolding columns (2) and the scaffolding crossbeam (3) below it are detachably connected with an inner diagonal brace (7); the inner diagonal brace (7) is in an eight-shaped shape, and the top of the inner diagonal brace (7) is located at the center line of the two rows of scaffolding columns (2).

4. A flat steel reinforced wall structure as claimed in claim 3, characterized in that: The flat steel connecting plate (8) is in an inverted L-shape, with a vertical portion pre-buried in the top of the structural beam (1), a portion of the horizontal portion overlapping the top surface of the structural beam (1) and another portion cantilevered and fixedly connected to the cantilevered end of the butt cross beam (6).

5. A flat steel reinforced wall structure as claimed in claim 4, characterized in that: The flat steel connecting plate (8) is provided with at least two connecting holes, and connecting bolts (13) are provided in the connecting holes to be fixedly connected to the butt-jointed crossbeam (6).

6. A flat steel reinforced wall structure as claimed in claim 5, characterized in that: The flat steel connecting plates (8) are arranged one by one corresponding to the butt-jointed cross beams (6), and a reinforcing plate (12) is arranged between adjacent flat steel connecting plates (8), wherein the reinforcing plate (12) is arranged between the connecting holes of adjacent flat steel connecting plates (8).

7. A flat steel reinforced wall structure as claimed in claim 6, characterized in that: The vertical portion of the flat steel connecting plate (8) is also fixedly connected to the inner beam steel bars (14) inside the structural beam (1).

8. A flat steel reinforced wall structure as claimed in claim 7, characterized in that: A wall connecting steel plate (10) is pre-buried on the outer side surface of the lower middle portion of the structural beam (1), and the wall connecting steel plate (10) is connected to the structural beam (1) via pre-buried bolts; the wall connecting steel plate (10) is fixedly connected to a wall connecting diagonal brace (9), and a butt clamp (11) is connected to the top of the wall connecting diagonal brace (9), and the butt clamp (11) is detachably connected to the corresponding butt cross beam (6).

9. A flat steel reinforced wall structure as claimed in claim 8, characterized in that: The docking hoop (11) is clamped to the outside of the connection between the docking crossbeam (6) and the scaffolding column (2).

10. A flat steel reinforced wall structure as claimed in claim 9, characterized in that: An operating platform (4) is also provided on the scaffolding crossbeam (3) corresponding to the construction, and a protective net (5) is provided below the scaffolding crossbeam (3) corresponding to the operating platform (4).

Images