Outer wrapping type steel column base joint structure

Abstract

The utility model discloses an outer wrapping type steel column base joint structure which comprises a steel column body installed on the top of a cement table, a plurality of erected steel bar bodies extending to the top of the cement table are embedded in the cement table, and the erected steel bar bodies are arranged around the steel column body. A plurality of steel bar frame bodies are arranged on the surfaces of the vertical steel bar bodies in a sleeving manner, and the steel bar frame bodies and the vertical steel bar bodies are welded. The short reinforcing steel bars are plugged between the steel column body and the erected reinforcing steel bar bodies, the threaded sleeve is rotated to enable the threaded rod to move due to threads and drive the long abutting reinforcing steel bars to abut against the erected reinforcing steel bar bodies, so that the erected reinforcing steel bar bodies are erected stably, and the situation that the erected reinforcing steel bar bodies incline inwards is avoided; the reinforcing steel bar frame body can be conveniently sleeved on the surfaces of a plurality of erected reinforcing steel bar bodies for welding or bundling, so that an inner support structure is adopted, the stability of the erected reinforcing steel bars is ensured, the welding or bundling of a reinforcing steel bar cage is accelerated, and the efficiency is improved.

Description

Technical Field

[0001] The utility model belongs to the technical field of steel structures, in particular to an outsourced steel column foot node structure. Background Art

[0002] In construction projects, the structure of an outsourced steel column foot is generally to install the steel column on a concrete pier with embedded bolts. The concrete pier is also pre-embedded with upright steel bars around the steel column. The upright steel bars are then tied or welded to a steel frame to form a steel cage, which is then cast in the formwork. However, the upright steel bars are not stable enough and are prone to tilting toward the steel column, affecting the welding or bundling of the steel frame. Therefore, we have proposed an outsourced steel column foot node structure with an internal support structure to ensure the stability of the upright steel bars, speed up the welding or bundling of the steel cage, and improve efficiency. Utility Model Content

[0003] The purpose of the utility model is to provide an outsourced steel column foot node structure, which has the advantages of adopting an internal support structure to ensure the stability of the erected steel bars, speed up the welding or bundling of the steel cage, and improve efficiency, so as to solve the above-mentioned background technical problems.

[0004] The technical solution of the utility model for solving the above-mentioned technical problems is as follows: an outsourced steel column foot node structure, which includes a steel column body installed on the top of a cement platform, a plurality of upright steel bar bodies extending to the top of the cement platform are pre-embedded in the cement platform, the plurality of upright steel bar bodies are arranged around the steel column body, the surfaces of the plurality of upright steel bar bodies are sleeved with a plurality of steel bar frame bodies, the steel bar frame bodies and the upright steel bar bodies are welded, the four sides of the steel column body and the upright steel bar bodies are all provided with internal support components, the internal support components include short steel bars resting on the surface of the steel column body, a fixing seat is welded on one side of the short steel bar, a threaded sleeve is rotatably connected to one side of the fixing seat, the inner cavity of the threaded sleeve is threadedly connected to a threaded rod, a long abutting steel bar is welded on the end of the threaded rod away from the short steel bar, the long abutting steel bar rests on one side of the plurality of upright steel bar bodies, and a plurality of round head bolts are welded on the four sides of the steel column body.

[0005] Preferably, an annular groove is provided on one side of the fixing seat, and the end portion of the threaded sleeve surface is fixedly connected to a rotating ring that is rotatably connected to the inner cavity of the annular groove.

[0006] Preferably, both sides of the inner cavity of the fixing seat are fixedly connected to limit bars, and both sides of the surface of the threaded rod are provided with limit grooves that slide on the surface of the limit bars.

[0007] Preferably, a bottom plate is welded to the bottom of the steel column body, and a plurality of embedded bolts are pre-embedded on the top of the cement platform, and the plurality of embedded bolts fix the steel column body to the top of the cement platform through the bottom plate.

[0008] Preferably, a plurality of reinforcing ribs are welded between the steel column body and the base plate.

[0009] Preferably, the end of the upright steel bar body embedded in the cement platform is set as a right-angle end.

[0010] The beneficial effects of the utility model are:

[0011] 1. The utility model inserts short steel bars between the steel column body and the standing steel bar body, rotates the threaded sleeve, and the threaded rod moves due to the thread and drives the long steel bar to press against the standing steel bar body, so that multiple standing steel bar bodies can be stably erected without inward tilting, which facilitates the steel bar frame body to be sleeved on the surface of multiple standing steel bar bodies for welding and bundling, thereby achieving the purpose of adopting an internal support structure, ensuring the stability of the standing steel bars, speeding up the welding or bundling of the steel cage, and improving efficiency;

[0012] 2. The utility model uses the limiting strip and the limiting groove in conjunction with each other. When the threaded rod moves, the limiting groove on the surface of the threaded rod slides on the surface of the limiting strip, guiding and limiting the movement of the threaded rod, thereby ensuring that the threaded rod does not rotate with the rotation of the threaded sleeve.

[0013] 3. The utility model can strengthen the connection between the upright steel bar body and the cement platform by setting the right-angle end, and improve the stability of the upright steel bar body embedded in the cement platform. BRIEF DESCRIPTION OF THE DRAWINGS

[0014] The above and / or other advantages of the present invention will become clearer and easier to understand through the detailed description made in conjunction with the following drawings. These drawings are only illustrative and do not limit the present invention, wherein:

[0015] Figure 1 This is a three-dimensional schematic diagram of an embodiment of the utility model;

[0016] Figure 2 This is a schematic front cross-sectional view of an embodiment of the present utility model;

[0017] Figure 3 This is a three-dimensional schematic diagram of a partial structure of an embodiment of the present utility model;

[0018] Figure 4 This is a three-dimensional schematic diagram of an internal support assembly according to an embodiment of the present utility model;

[0019] Figure 5 This is an embodiment of the utility model Figure 4 A partial enlarged view of point A.

[0020] In the accompanying drawings, the components represented by the reference numerals are as follows:

[0021] 1. Cement platform, 2. Steel column body, 3. Standing steel bar body, 4. Steel bar frame body, 5. Inner support assembly, 51. Short steel bar, 52. U-shaped rod, 53. Fixed seat, 54. Threaded sleeve, 55. Threaded rod, 56. Long steel bar, 57. Annular groove, 58. Rotating ring, 59. Limiting strip, 510. Limiting groove, 6. Round head bolt, 7. Base plate, 8. Embedded bolt, 9. Reinforcement rib, 10. Right-angle end. DETAILED DESCRIPTION

[0022] Hereinafter, an embodiment of the outwrapped steel column base node structure of the present invention will be described with reference to the accompanying drawings.

[0023] Figure 1-5 The utility model shows an outsourced steel column foot node structure of an embodiment of the present invention, which includes a steel column body 2 installed on the top of a cement platform 1, and a plurality of upright steel bar bodies 3 extending to the top of the cement platform 1 are pre-embedded in the cement platform 1. The ends of the upright steel bar bodies 3 embedded in the cement platform 1 are set as right-angle ends 10. Through the setting of the right-angle ends 10, the connection between the upright steel bar bodies 3 and the cement platform 1 can be strengthened, and the stability of the upright steel bar bodies 3 embedded in the cement platform 1 is improved. The plurality of upright steel bar bodies 3 are arranged around the steel column body 2, and the surfaces of the plurality of upright steel bar bodies 3 are sleeved with a plurality of steel bar frame bodies 4, which are welded to the upright steel bar bodies 3. The four sides of the steel column body 2 and the upright steel bar body 3 are all provided with internal support components 5. The internal support components 5 include short steel bars 51 that are against the surface of the steel column body 2, and a fixing seat 53 is welded on one side of the short steel bar 51. A threaded sleeve 54 is rotatably connected to one side of the fixing seat 53, and a threaded rod 55 is threadedly connected to the inner cavity of the threaded sleeve 54. The threaded rod 55 is welded at one end away from the short steel bar 51. A long steel bar 56 is connected, and the long steel bar 56 is against one side of the multiple upright steel bar bodies 3. An annular groove 57 is provided on one side of the fixing seat 53. The end of the threaded sleeve 54 is fixedly connected to a rotating ring 58 that is rotatably connected to the inner cavity of the annular groove 57. Both sides of the inner cavity of the fixing seat 53 are fixedly connected to the limiting strip 59. Both sides of the surface of the threaded rod 55 are provided with a limiting groove 510 that slides on the surface of the limiting strip 59. Through the use of the limiting strip 59 and the limiting groove 510, the threaded rod 55 will move during the movement of the threaded rod. The limiting groove 510 on the surface of the threaded rod 55 slides on the surface of the limiting strip 59 to guide and limit the movement of the threaded rod 55, ensuring that the threaded rod 55 will not rotate with the rotation of the threaded sleeve 54. Multiple round head bolts 6 are welded on the four surfaces of the steel column body 2, and a base plate 7 is welded on the bottom of the steel column body 2. Multiple embedded bolts 8 are embedded in the top of the cement platform 1. Multiple embedded bolts 8 fix the steel column body 2 to the top of the cement platform 1 through the base plate 7. Multiple reinforcing ribs 9 are welded between the steel column body 2 and the base plate 7.

[0024] Working principle: When using the present invention, the user fixes the steel column body 2 above the cement platform 1 through the embedded bolts 8 and the base plate 7, then picks up the inner support assembly 5, so that the short steel bar 51 rests on the steel column body 2 between the upper and lower round head bolts 6, and then rotates the threaded sleeve 54. The threaded rod 55 moves due to the thread, and the threaded rod 55 drives the long steel bar 56 to move and rest on multiple upright steel bar bodies 3 until multiple upright steel bar bodies 3 are in an upright state, and then the steel bar frame body 4 is put on the surface of the upright steel bar body 3, welded and bundled, and finally the formwork is erected and poured.

[0025] To sum up: the outsourced steel column foot node structure, by inserting the short steel bar 51 between the steel column body 2 and the upright steel bar body 3, rotating the threaded sleeve 54, the threaded rod 55 moves due to the thread and drives the long steel bar 56 to press against the upright steel bar body 3, so that multiple upright steel bar bodies 3 can be stably erected without inward tilting, which facilitates the steel bar frame body 4 to be welded and tied on the surface of multiple upright steel bar bodies 3, and the purpose of using the internal support structure to ensure the stability of the upright steel bars, speed up the welding or bundling of the steel cage, and improve efficiency.

Claims

1. An outsourced steel column base node structure, characterized in that: The invention comprises a steel column body (2) installed on the top of a cement platform (1), wherein a plurality of upright steel bar bodies (3) extending to the top of the cement platform (1) are pre-embedded in the cement platform (1), the plurality of upright steel bar bodies (3) are arranged around the steel column body (2), the surfaces of the plurality of upright steel bar bodies (3) are provided with a plurality of steel bar frame bodies (4), the steel bar frame bodies (4) and the upright steel bar bodies (3) are welded, and the four sides of the steel column body (2) and the upright steel bar bodies (3) are all provided with internal support components (5), and the internal support components (5) are provided with internal support components (5). ) includes a short steel bar (51) resting on the surface of a steel column body (2), a fixing seat (53) being welded to one side of the short steel bar (51), a threaded sleeve (54) being rotatably connected to one side of the fixing seat (53), a threaded rod (55) being threadedly connected to the inner cavity of the threaded sleeve (54), a long steel bar (56) being welded to one end of the threaded rod (55) away from the short steel bar (51), the long steel bar (56) being resting on one side of a plurality of upright steel bar bodies (3), and a plurality of round head bolts (6) being welded to the four sides of the steel column body (2).

2. The outsourced steel column base node structure according to claim 1 is characterized in that: An annular groove (57) is provided on one side of the fixing seat (53), and a rotating ring (58) is fixedly connected to the end of the surface of the threaded sleeve (54) and is rotatably connected to the inner cavity of the annular groove (57).

3. The outsourced steel column base node structure according to claim 2 is characterized in that: Both sides of the inner cavity of the fixing seat (53) are fixedly connected to the limiting strips (59), and both sides of the surface of the threaded rod (55) are provided with limiting grooves (510) that slide on the surface of the limiting strips (59).

4. The outsourced steel column base node structure according to claim 3 is characterized in that: A bottom plate (7) is welded to the bottom of the steel column body (2), and a plurality of embedded bolts (8) are pre-embedded at the top of the cement platform (1). The plurality of embedded bolts (8) fix the steel column body (2) to the top of the cement platform (1) through the bottom plate (7).

5. The outsourced steel column base node structure according to claim 4 is characterized in that: A plurality of reinforcing ribs (9) are welded between the steel column body (2) and the bottom plate (7).

6. The outsourced steel column base node structure according to claim 5, characterized in that: The end of the standing steel bar body (3) embedded in the cement platform (1) is configured as a right-angle end (10).

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