CN222349929U - Reinforcing mechanism for joint of steel structure beam column - Google Patents
Reinforcing mechanism for joint of steel structure beam column Download PDFInfo
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- CN222349929U CN222349929U CN202421166908.5U CN202421166908U CN222349929U CN 222349929 U CN222349929 U CN 222349929U CN 202421166908 U CN202421166908 U CN 202421166908U CN 222349929 U CN222349929 U CN 222349929U
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Abstract
本实用新型涉及钢结构梁柱技术领域，且公开了一种钢结构梁柱衔接处加强机构，包括钢柱和钢梁，钢柱和钢梁的相邻位置设置有两个对称设置的连接板，钢柱和钢梁与两个连接板的连接处均贯穿开设有若干螺纹孔，两个连接板外壁的两端均贯穿开设有若干安装孔，若干安装孔分别与若干螺纹孔的内壁通过螺栓螺纹连接。该种钢结构梁柱衔接处加强机构，当使用者在对钢柱和钢梁进行安装时，可以先通过若干螺栓贯穿连接板和钢柱、钢梁上的若干安装孔和螺纹孔完成固定，再通过收卷组件上的两个钢索，与两个角度调节组件配合，进而可以从钢梁中部的扣块再次增加一个支撑力，从而避免了因为钢梁中部没有支撑力，而出现向下倾斜、弯曲的情况出现。
The utility model relates to the technical field of steel structure beams and columns, and discloses a steel structure beam-column joint reinforcement mechanism, including a steel column and a steel beam, wherein two symmetrically arranged connecting plates are arranged at adjacent positions of the steel column and the steel beam, and a plurality of threaded holes are penetrated through the connection between the steel column and the steel beam and the two connecting plates, and a plurality of mounting holes are penetrated through the two ends of the outer walls of the two connecting plates, and the plurality of mounting holes are respectively threadedly connected to the inner walls of the plurality of threaded holes by bolts. When the user installs the steel column and the steel beam, the steel column and the steel beam can be fixed by firstly passing through the connecting plates and the plurality of mounting holes and threaded holes on the steel column and the steel beam, and then two steel cables on the winding assembly can be used in conjunction with two angle adjustment assemblies to increase a supporting force from the buckle block in the middle of the steel beam, thereby avoiding the situation of downward tilting and bending due to the lack of supporting force in the middle of the steel beam.
Description
Technical Field
The utility model relates to the technical field of steel structure beams and columns, in particular to a reinforcing mechanism for joints of steel structure beams and columns.
Background
Steel structural beams and columns are common structural members used in construction engineering to support and carry the load of a building. They are typically made of steel, have high strength and rigidity, can bear weight over a large span and height, and provide a stable support structure.
The patent with the publication number CN215563318U discloses a steel structure beam column through retrieving, including first beam column, second beam column, curb girder, strengthening rib, first beam column passes through the base to be fixed subaerial, and the top of first beam column is equipped with the second beam column, and first beam column passes through the bolt to be connected with the second beam column, and one side of first beam column is equipped with the curb girder of bolt installation, first beam column and second beam column are I-steel, and the inboard of first beam column and second beam column is equipped with the strengthening rib, first recess has been seted up on the top left side of first beam column, and the top right side welding of first beam column has first protruding piece, and the bottom welding of second beam column has the second protruding piece, and the second recess has been seted up to the opposite side of second beam column, and the second recess matches with first protruding piece. The device is reasonable in design, and the first protruding block, the second groove, the second protruding block and the first groove are matched with each other, so that the stability of connection between the first beam column and the second beam column is improved.
However, the steel structure beam column still has the following problems:
The current steel construction Liang Zhuda is through connecting plate and girder steel of bolt run through steel column one side, accomplishes the fixed connection between steel column and the girder steel, but the girder steel needs to bear the load pressure from the top for a long time, the condition of bending appears very easily, and crooked the majority is from the middle part beginning, and the junction of current steel construction girder column does not possess the effect that can strengthen the support to girder steel intermediate position, and is comparatively inconvenient.
Disclosure of utility model
Aiming at the defects of the prior art, the utility model provides the reinforcing mechanism for the joint of the steel structure beam and the steel beam, when a user installs the steel beam and the steel beam, the user can firstly pass through a plurality of bolts to fix a plurality of mounting holes and threaded holes on the connecting plate, the steel beam and the steel beam, and then pass through two steel ropes on the winding assembly to be matched with two angle adjusting assemblies, so that a supporting force can be increased again from a buckling block in the middle of the steel beam, and the situation that the steel beam is inclined downwards and bent because the middle of the steel beam has no supporting force is avoided.
The utility model provides a reinforcing mechanism for a joint of a steel structure beam column, which comprises a steel column and a steel beam arranged on one side of the steel column, wherein two symmetrically arranged connecting plates are arranged at adjacent positions of the steel column and the steel beam, a plurality of threaded holes are formed in the joint of the steel column and the steel beam and the two connecting plates in a penetrating manner, a plurality of mounting holes are formed in the two ends of the outer walls of the two connecting plates in a penetrating manner, the plurality of mounting holes are respectively connected with the inner walls of the plurality of threaded holes through bolts in a threaded manner, one side of one connecting plate, which is far away from the steel column, is connected with a fixing plate, the other side of the fixing plate is connected with a winding assembly, one side of the steel column, which is close to the steel beam, is fixedly connected with two angle adjusting assemblies, the two angle adjusting assemblies are respectively arranged on the upper side and the lower side of the steel beam, buckling blocks are respectively fixedly connected with the upper surface and the bottom surface of the steel beam, the inner wall of the winding assembly is connected with two steel ropes, and the two steel ropes respectively penetrate through the two angle adjusting assemblies and are respectively fixedly connected with the inner walls of the two buckling blocks.
Further, the winding assembly comprises a winding roller and two winding side plates, two ends of the winding roller are fixedly connected with one sides of the two winding side plates adjacent to each other respectively, one ends of the two steel cables, which are far away from the buckling blocks, are fixedly connected with the outer wall of the winding roller, and one winding side plate is connected with the fixing plate.
Further, one side of the fixed plate, which is far away from the steel column, is fixedly connected with a rotating shaft, and the other end of the rotating shaft penetrates through the winding roller and the two winding side plates and is in sliding connection with the inner walls of the winding roller and the two winding side plates.
Further, the outer wall of the wind-up roll is fixedly connected with a partition plate, and two steel ropes are respectively positioned on two sides of the partition plate.
Further, the angle adjusting component comprises a supporting frame and an angle rod, one side of the supporting frame is connected with the outer wall of the steel column through bolt fastening, two ends of the angle rod are fixedly connected with the inner wall of the other end of the supporting frame respectively, the steel cable penetrates through the supporting frame, and the outer wall of the steel cable abuts against the outer wall of the angle rod.
Further, the fixed orifices have all been seted up to the adjacent one end of steel column and girder steel, and the locating hole has all been run through to the both ends of connecting plate, and two regulation chambeies have been run through to the outer wall of fixed plate, and the fixed plate runs through regulation chamber and locating hole through two bolts to with the inner wall threaded connection of fixed orifices.
Further, the fixing plate, the winding assembly and other parts can be two groups, and are respectively connected with the two connecting plates.
Compared with the prior art, the utility model has the following beneficial effects:
This kind of steel construction beam column links up department strengthening mechanism, through set up the connecting plate in the junction of steel column and girder steel, the fixed plate, rolling subassembly and two cable wires, set up two angle modulation components again on the steel column, still set up the knot piece in the upper and lower both sides of girder steel, when the user is installing steel column and girder steel, can run through connecting plate and steel column earlier through a plurality of bolts, a plurality of mounting holes and screw holes on the girder steel accomplish fixedly, two cable wires on the rethread rolling subassembly, with two angle modulation components cooperation, and then can increase a holding power once more from the knot piece at girder steel middle part, thereby avoided because there is not holding power at girder steel middle part, and the condition that appears downward sloping, crooked appears.
Drawings
FIG. 1 is a schematic view of the overall appearance of the present utility model;
FIG. 2 is a detailed schematic diagram of the connection of the steel column, steel beam and two angle adjustment assemblies of the present utility model;
FIG. 3 is a detailed schematic diagram of the connection of the components of the connecting plate, the fixing plate and the winding assembly of the present utility model;
fig. 4 is an exploded view of the utility model based on the various components of fig. 3.
The steel column, the steel beam, the buckling block, the supporting frame, the connecting plate, the rolling side plate, the rotating shaft, the steel cable, the fixing plate, the angle rod, the partition plate, the rolling roller, the threaded hole, the fixing hole, the mounting hole, the locating hole, the adjusting cavity and the adjusting cavity are respectively arranged at the position 1, the steel column, the steel beam, the buckling block, the supporting frame, the connecting plate, the rolling side plate, the rotating shaft, the steel cable, the fixing plate, the angle rod, the partition plate, the steel shaft, the rolling roller, the steel cable, the fixing hole, the mounting hole, the locating hole and the adjusting cavity.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments.
Referring to fig. 1-4, a reinforcing mechanism for a joint of a steel structure beam column comprises a steel column 1 and a steel beam 2 arranged on one side of the steel column 1, two symmetrically arranged connecting plates 5 are arranged at adjacent positions of the steel column 1 and the steel beam 2, a plurality of threaded holes 201 are formed in the joint of the steel column 1 and the steel beam 2 and the two connecting plates 5 in a penetrating mode, a plurality of mounting holes 501 are formed in the two ends of the outer walls of the two connecting plates 5 in a penetrating mode, the plurality of mounting holes 501 are respectively connected with the inner walls of the plurality of threaded holes 201 through bolt threads, one side, far away from the steel column 1, of one connecting plate 5 is connected with a fixing plate 9, the other side of the fixing plate 9 is connected with a winding assembly, one side, close to the steel beam 2, of the steel column 1 is fixedly connected with two angle adjusting assemblies, the two angle adjusting assemblies are respectively located on the upper side and the lower side of the steel beam 2, buckling blocks 3 are fixedly connected with the upper surface and the bottom surface of the steel beam 2, two steel ropes 8 are connected with the two steel ropes 8, and the two steel ropes 8 respectively penetrate through the two angle adjusting assemblies and are fixedly connected with the inner walls of the two buckling blocks 3 respectively.
The reinforcing mechanism at the joint of the steel structure beam column is similar to the reinforcing mechanism at the joint of the existing steel structure beam column, such as a steel structure beam column disclosed in patent publication No. CN 215563318U. As shown in fig. 1 to 4, when the reinforcing mechanism at the joint of the steel structure beam and column in the utility model is used, firstly, the lower end of the steel column 1 is installed and fixed with the ground, then, the steel beam 2 is hung to the installation position of the steel column 1 through a crane or other equipment, then, the steel column 1 and the steel beam 2 are fixed through two connecting plates 5 from two sides of the steel column 1 and the steel beam 2 respectively (a plurality of rows of fixing bolts can be used at the position, the same mode as the prior fixing mode is adopted, and the concrete is not described), then, two steel ropes 8 on a winding assembly are penetrated through two angle adjusting assemblies and connected with two buckling blocks 3, then, the fixing plates 9 are connected and fixed with the steel column 1 and the steel beam 2, then, two pulling forces can be increased at the middle part of the steel beam 2, and the supporting force of the steel beam 2 can be increased, so that the situation that downward inclination and bending occur due to the fact that the middle part of the steel beam 2 has no supporting force is avoided.
Referring mainly to fig. 1, 3 and 4, the winding assembly includes a winding roller 12 and two winding side plates 6, two ends of the winding roller 12 are fixedly connected with one side of the winding side plates 6 adjacent to each other, one ends of the two steel cables 8, which are far away from the buckling blocks 3, are fixedly connected with the outer wall of the winding roller 12, and one winding side plate 6 is connected with a fixing plate 9.
More specifically, by providing the winding roller 12 and the two winding side plates 6, the wire rope 8 can be wound around the winding roller 12 and can be stopped at the side surfaces of the wire rope 8 by the two winding side plates 6, thereby avoiding the occurrence of slipping or jamming of the wire rope 8 from both sides of the winding roller 12.
Referring mainly to fig. 1, 3 and 4, a rotating shaft 7 is fixedly connected to one side of the fixing plate 9 away from the steel column 1, and the other end of the rotating shaft 7 penetrates through the wind-up roller 12 and the two wind-up side plates 6 and is slidably connected with the inner walls of the wind-up roller 12 and the two wind-up side plates 6. Through setting up pivot 7, firstly can do a support in the inside of wind-up roll 12 and rolling curb plate 6 for the rolling subassembly is unlikely to appear the gliding, secondly pivot 7 still can not influence the rotation of rolling and release of wind-up roll 12 and two rolling curb plates 6.
Referring mainly to fig. 3 and 4, a partition 11 is fixedly connected to the outer wall of the wind-up roll 12, and two steel cables 8 are respectively located on two sides of the partition 11. By providing the partition 11, the occurrence of knotting and seizing of the two ropes 8 can be avoided.
Referring mainly to fig. 1 and 2, the angle adjusting assembly includes a supporting frame 4 and an angle rod 10, one side of the supporting frame 4 is connected with an outer wall of the steel column 1 through bolt fastening, two ends of the angle rod 10 are respectively fixedly connected with an inner wall of the other end of the supporting frame 4, a steel cable 8 penetrates through the supporting frame 4, and an outer wall of the steel cable 8 abuts against an outer wall of the angle rod 10.
More specifically, the extending direction of the steel cable 8 can be changed by arranging the angle adjusting component, specifically, one end of the steel cable 8 passes through the gap between the supporting frame 4 and the angle rod 10 and is then fixed on the buckling block 3, namely, the moving direction of the steel cable 8 can be changed by the angle rod 10, and the pulling force of the steel cable 8 on the buckling block 3 can be further caused to be displayed as an obliquely upward pulling force.
Referring mainly to fig. 1-4, fixing holes 202 are formed at adjacent ends of the steel column 1 and the steel beam 2, positioning holes 502 are formed at two ends of the connecting plate 5 in a penetrating manner, two adjusting cavities 901 are formed in an outer wall of the fixing plate 9 in a penetrating manner, and the fixing plate 9 penetrates through the adjusting cavities 901 and the positioning holes 502 through two bolts and is in threaded connection with inner walls of the fixing holes 202.
More specifically, when the fixing plate 9 and the winding assembly are required to be rotated, only the bolts penetrating the fixing hole 202, the positioning hole 502 and the adjusting cavity 901 are required to be loosened, and after the steel cable 8 is tensioned, the bolts penetrating the fixing hole 202, the positioning hole 502 and the adjusting cavity 901 are tightened again, so that the fixing plate 9 can be fixed on the steel column 1 and the steel beam 2, and further the condition that the steel cable 8 is loosened can be avoided.
The fixing plate 9, the winding component and other components can be two groups, and are respectively connected with the two connecting plates 5. The fixing plate 9 and the winding component are arranged into two groups, and limit positions can be increased from two sides of the steel column 1 and the steel beam 2 at the same time, so that the supporting force to the steel column 1 and the steel beam 2 is better.
Although the present utility model has been described with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments described, or equivalents may be substituted for elements thereof, and any modifications, equivalents, improvements and changes may be made without departing from the spirit and principles of the present utility model.
Claims (7)
1. A steel structure beam column joint reinforcing mechanism comprises a steel column (1) and a steel beam (2) arranged on one side of the steel column (1), and is characterized in that two symmetrically arranged connecting plates (5) are arranged at adjacent positions of the steel column (1) and the steel beam (2), a plurality of threaded holes (201) are formed in the connecting positions of the steel column (1) and the steel beam (2) and the two connecting plates (5) in a penetrating mode, a plurality of mounting holes (501) are formed in the two ends of the outer walls of the two connecting plates (5) in a penetrating mode, the mounting holes (501) are connected with the inner walls of the threaded holes (201) through bolt threads respectively, a fixing plate (9) is connected to the other side of one connecting plate (5) away from the steel column (1), a winding assembly is connected to one side of the fixing plate (9), the steel column (1) close to the steel beam (2), two angle adjusting assemblies are located on the upper side and the lower side of the steel beam (2) respectively, two buckling blocks (3) are fixedly connected to the upper surface and the bottom of the steel beam (2), two steel cable blocks (8) are connected to the inner walls of the winding assembly respectively, and the two steel cable blocks (8) are fixedly connected with the two steel cable blocks respectively.
2. The reinforcing mechanism for the joint of the steel structure beam column according to claim 1, wherein the winding assembly comprises a winding roller (12) and two winding side plates (6), two ends of the winding roller (12) are fixedly connected with one side, adjacent to the two winding side plates (6), of each winding side plate (6), one end, far away from the buckling block (3), of each steel cable (8) is fixedly connected with the outer wall of the winding roller (12), and one winding side plate (6) is connected with the fixing plate (9).
3. The reinforcing mechanism for the joint of the steel structure beam column according to claim 2, wherein a rotating shaft (7) is fixedly connected to one side, far away from the steel column (1), of the fixing plate (9), and the other end of the rotating shaft (7) penetrates through the winding roller (12) and the two winding side plates (6) and is in sliding connection with the inner walls of the winding roller (12) and the two winding side plates (6).
4. A reinforcing mechanism for a joint of steel structure beams and columns according to claim 2 or 3 is characterized in that a partition plate (11) is fixedly connected to the outer wall of the wind-up roll (12), and two steel cables (8) are respectively positioned on two sides of the partition plate (11).
5. The reinforcing mechanism for the joint of the steel structure beam and the column according to claim 1, 2 or 3, wherein the angle adjusting assembly comprises a support frame (4) and an angle rod (10), one side of the support frame (4) is connected with the outer wall of the steel column (1) through bolt fastening, two ends of the angle rod (10) are fixedly connected with the inner wall of the other end of the support frame (4) respectively, a steel cable (8) penetrates through the support frame (4), and the outer wall of the steel cable (8) abuts against the outer wall of the angle rod (10).
6. The reinforcing mechanism for the joint of the steel structure beam and the column according to claim 1, 2 or 3, wherein the adjacent ends of the steel column (1) and the steel beam (2) are provided with fixing holes (202), the two ends of the connecting plate (5) are provided with positioning holes (502) in a penetrating manner, the outer wall of the fixing plate (9) is provided with two adjusting cavities (901) in a penetrating manner, and the fixing plate (9) penetrates through the adjusting cavities (901) and the positioning holes (502) through two bolts and is in threaded connection with the inner wall of the fixing holes (202).
7. A reinforcing mechanism for a joint of a steel structure beam column according to claim 1, 2 or 3 is characterized in that the number of the fixing plate (9) and the winding assembly is two, and the fixing plate and the winding assembly can be respectively connected with two connecting plates (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202421166908.5U CN222349929U (en) | 2024-05-27 | 2024-05-27 | Reinforcing mechanism for joint of steel structure beam column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202421166908.5U CN222349929U (en) | 2024-05-27 | 2024-05-27 | Reinforcing mechanism for joint of steel structure beam column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN222349929U true CN222349929U (en) | 2025-01-14 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202421166908.5U Active CN222349929U (en) | 2024-05-27 | 2024-05-27 | Reinforcing mechanism for joint of steel structure beam column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN222349929U (en) |
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2024
- 2024-05-27 CN CN202421166908.5U patent/CN222349929U/en active Active
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