CN215330541U - Assembled structure for connecting wind-resistant beam column - Google Patents
Assembled structure for connecting wind-resistant beam column Download PDFInfo
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- CN215330541U CN215330541U CN202120614468.5U CN202120614468U CN215330541U CN 215330541 U CN215330541 U CN 215330541U CN 202120614468 U CN202120614468 U CN 202120614468U CN 215330541 U CN215330541 U CN 215330541U
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Abstract
The utility model discloses an assembled structure for wind pressure resisting beam-column connection, relates to the field of assembled buildings, solves the problem that the assembled structure in the prior art is inconvenient to install, and has the technical key points that: the fixing device comprises a supporting column and a cross beam, wherein a first limiting plate and a second limiting plate are fixedly connected to the supporting column, a first positioning column and a second positioning column are respectively arranged on the first limiting plate and the second limiting plate, two groups of third limiting plates which are oppositely arranged are connected to the cross beam in a sliding mode, a fastening plate and a limiting hole are arranged on the third limiting plates, the limiting hole is sleeved on the first positioning column and the second positioning column, and the fastening plates are fixedly connected through fastening bolts; flanges are arranged on two sides of the beam, and the distance between the flanges on the two sides of the beam is equal to the distance between the first limiting plate and the second limiting plate; the utility model has the advantages of convenient and fast disassembly and assembly.
Description
Technical Field
The utility model relates to the field of fabricated buildings, in particular to a fabricated structure for connecting wind pressure resistant beams and columns.
Background
Compared with the traditional concrete building, the steel plate or the profile steel replaces the reinforced concrete, the steel structure building has higher strength and better shock resistance, the construction period is greatly reduced because the members can be manufactured in a factory and installed on site, and the construction waste can be greatly reduced because the steel can be repeatedly used, is more environment-friendly, is widely adopted by various countries in the world and is applied to industrial buildings and civil buildings.
In a steel structure building, a support column is connected with a cross beam through bolts, and multiple groups of bolts are generally adopted for improving the connection strength of the support column and the cross beam, so that the support column and the cross beam are complicated, and the assembly efficiency is reduced.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the technical problem of providing an assembly type structure for connecting wind-resistant beam columns, aiming at solving the problem that the assembly type structure in the prior art is inconvenient to install.
In order to achieve the purpose, the utility model provides the following technical scheme:
an assembled structure for connecting wind pressure resisting beams and columns comprises a supporting column and a cross beam, wherein a first limiting plate and a second limiting plate are fixedly connected to the supporting column, a first positioning column and a second positioning column are respectively arranged on opposite surfaces of the first limiting plate and the second limiting plate, two groups of third limiting plates which are oppositely arranged are connected to the cross beam in a sliding mode, the third limiting plates are flat plates, fastening plates and limiting holes are arranged on the third limiting plates, the limiting holes are sleeved on the first positioning column and the second positioning column, fastening through holes are formed in the fastening plates, the fastening plates and the fastening plates are fixedly connected through fastening bolts, and the two groups of third limiting plates are respectively attached to the first limiting plate and the second limiting plate; flanges for preventing the third limiting plate from being separated from the beam are arranged on two sides of the beam, and the distance between the flanges on the two sides of the beam is equal to the distance between the first limiting plate and the second limiting plate.
As a further scheme of the utility model, the supporting columns and the cross beams are H-shaped channel steel.
As a further scheme of the utility model, the first limit plate is an L-shaped plate; still be provided with on the first limiting plate and dodge the groove, dodge the position that the groove setting is connected with the support column on first limiting plate, first limiting plate fixed connection is in the support column, dodge the groove card and establish on the support column.
As a further scheme of the utility model, the second limit plate is an L-shaped plate; and the second limiting plate is also provided with a reinforcing rib which is a triangular plate.
As a further scheme of the utility model, a guide rail groove is formed in the side edge of the third limiting plate, a guide rail is arranged on the cross beam, the guide rail groove is sleeved on the guide rail, the guide rail groove is a T-shaped groove, and the guide rail is a T-shaped guide rail.
As a further scheme of the utility model, the beam is further rotatably connected with a rotating shaft, the rotating shaft is provided with external threads, the rotating shaft is connected with a threaded sleeve through threads, two sides of the threaded sleeve are connected to two groups of third limiting plates through connecting rods, the third limiting plates are provided with connecting support lugs, and two ends of the connecting rods are respectively hinged with the threaded sleeve and the connecting support lugs.
As a further scheme of the utility model, the rotating shaft is also provided with an inner hexagonal blind hole.
In conclusion, compared with the prior art, the utility model has the following beneficial effects:
the first limiting plate, the second limiting plate and the third limiting plate are connected in a matched mode, so that the combined type automobile door has the advantages of being convenient and fast to assemble and disassemble.
Drawings
FIG. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a schematic structural diagram of the first limiting plate according to the present invention.
Fig. 3 is a schematic structural diagram of a second limiting plate according to the present invention.
Fig. 4 is a schematic structural diagram of a third limiting plate according to the present invention.
Reference numerals: the device comprises a support column 1, a cross beam 2, a first limiting plate 3, a first positioning column 31, an avoidance groove 32, a second limiting plate 4, a second positioning column 41, a reinforcing rib 42, a third limiting plate 5, a fastening plate 51, a guide rail groove 52, a fastening through hole 53, a connecting support lug 54, a fastening bolt 6, a rotating shaft 7, a threaded sleeve 8 and a connecting rod 9.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all embodiments, and all other embodiments obtained by a person of ordinary skill in the art without creative efforts based on the embodiments of the present invention belong to the protection scope of the present invention.
Example 1
As shown in fig. 1, an assembled structure for connecting wind-pressure-resistant beam columns comprises a supporting column 1 and a cross beam 2, wherein a first limiting plate 3 and a second limiting plate 4 are fixedly connected to the supporting column 1, a first positioning column 31 and a second positioning column 41 are respectively arranged on opposite sides of the first limiting plate 3 and the second limiting plate 4, two groups of third limiting plates 5 which are oppositely arranged are slidably connected to the cross beam 2, the third limiting plates 5 are flat plates, fastening plates 51 and limiting holes are arranged on the third limiting plates 5, the limiting holes are sleeved on the first positioning columns 31 and the second positioning columns 41, fastening through holes 53 are arranged on the fastening plates 51, the fastening plates 51 are fixedly connected with the fastening plates 51 through fastening bolts 6, and the two groups of third limiting plates 5 are respectively attached to the first limiting plate 3 and the second limiting plate 4; flanges for preventing the third limiting plate 5 from being separated from the beam 2 are arranged on two sides of the beam 2, and the distance between the flanges on the two sides of the beam 2 is equal to the distance between the first limiting plate 3 and the second limiting plate 4;
when the cross beam 2 is installed, the fastening bolts 6 on the fastening plate 51 are detached, the third limiting plate 5 is inserted between the first limiting plate 3 and the second limiting plate 4, two groups of the third limiting plates 5 are respectively attached to the first limiting plate 3 and the second limiting plate 4, at this time, the first positioning column 31 and the second positioning column 41 are respectively positioned in the limiting holes on the different third limiting plates 5, the fastening bolts 6 are fixed to the fastening through holes 53, at this time, the fastening bolts 6 fix the fastening plate 51, the fastening bolts 6 can prevent the two groups of the third limiting plates 5 from approaching each other, so that the third limiting plates 5 can be attached to the first limiting plate 3 and the second limiting plate 4, the first positioning column 31 and the second positioning column 41 are matched with the third limiting plates 5, the horizontal displacement between the third limiting plates 5 and the first limiting plate 3 and the second limiting plate 4 can be prevented, so that the cross beam 2 is fixed to the support column 1;
in the embodiment, the supporting column 1 and the cross beam 2 are both H-shaped channel steel;
as shown in fig. 2, the first limiting plates 3 are L-shaped plates, two groups of first positioning columns 31 are arranged, and the first limiting plates 3 are fixedly connected to the supporting columns 1 in a welding manner;
preferably, an avoiding groove 32 is further formed in the first limiting plate 3, the avoiding groove 32 is formed in the position, connected with the supporting column 1, of the first limiting plate 3, the first limiting plate 3 is fixedly connected into the supporting column 1, and the avoiding groove 32 is clamped on the supporting column 1;
as shown in fig. 3, the second limiting plate 4 is an L-shaped plate, and the second limiting plate 4 is fixedly connected to the outer side of the supporting column 1 by welding;
preferably, the second limiting plate 4 is further provided with a reinforcing rib 42, the reinforcing rib 42 is a triangular plate, the reinforcing rib 42 is fixedly connected to the supporting column 1 in a welding manner, and the reinforcing rib 42 plays a role in preventing the second limiting plate 4 from being bent;
as shown in fig. 4, the fastening plate 51 is arranged perpendicular to the third limiting plate 5, and the fastening plate 51 is fixedly connected to the third limiting plate 5 by welding;
the side of third limiting plate 5 is provided with guide rail groove 52, be provided with the guide rail on the crossbeam 2, guide rail groove 52 cover is established on the guide rail, guide rail groove 52 is the T-shaped groove, the guide rail is T shape guide rail.
Example 2
As shown in fig. 1, an assembled structure for connecting wind-pressure-resistant beam columns comprises a supporting column 1 and a cross beam 2, wherein a first limiting plate 3 and a second limiting plate 4 are fixedly connected to the supporting column 1, a first positioning column 31 and a second positioning column 41 are respectively arranged on opposite sides of the first limiting plate 3 and the second limiting plate 4, two groups of third limiting plates 5 which are oppositely arranged are slidably connected to the cross beam 2, the third limiting plates 5 are flat plates, fastening plates 51 and limiting holes are arranged on the third limiting plates 5, the limiting holes are sleeved on the first positioning columns 31 and the second positioning columns 41, fastening through holes 53 are arranged on the fastening plates 51, the fastening plates 51 are fixedly connected with the fastening plates 51 through fastening bolts 6, and the two groups of third limiting plates 5 are respectively attached to the first limiting plate 3 and the second limiting plate 4; flanges for preventing the third limiting plate 5 from being separated from the beam 2 are arranged on two sides of the beam 2, and the distance between the flanges on the two sides of the beam 2 is equal to the distance between the first limiting plate 3 and the second limiting plate 4;
in this embodiment, in order to support the third limiting plate 5, the beam 2 is further rotatably connected with a rotating shaft 7, the rotating shaft 7 is provided with external threads, the rotating shaft 7 is connected with a threaded sleeve 8 through threads, two sides of the threaded sleeve 8 are connected to two groups of third limiting plates 5 through connecting rods 9, the third limiting plate 5 is provided with connecting support lugs 54, two ends of each connecting rod 9 are respectively hinged to the threaded sleeve 8 and the connecting support lugs 54, when the rotating shaft 7 is rotated, the rotating shaft 7 drives the threaded sleeve 8 to move on the rotating shaft 7, and when the threaded sleeve 8 moves, the connecting rods 9 support the third limiting plate 5;
the rotating shaft 7 is also provided with an inner hexagonal blind hole, so that a worker can conveniently use a tool to rotate the rotating shaft 7;
other structures in this embodiment are the same as those in embodiment 1.
In summary, the working principle of the utility model is as follows:
when the cross beam 2 is installed, the fastening bolts 6 on the fastening plate 51 are detached, the third limiting plate 5 is inserted between the first limiting plate 3 and the second limiting plate 4, two groups of the third limiting plates 5 are respectively attached to the first limiting plate 3 and the second limiting plate 4, at this time, the first positioning column 31 and the second positioning column 41 are respectively positioned in the limiting holes on the different third limiting plates 5, the fastening bolts 6 are fixed to the fastening through holes 53, at this time, the fastening bolts 6 fix the fastening plate 51, the fastening bolts 6 can prevent the two groups of the third limiting plates 5 from approaching each other, so that the third limiting plates 5 can be attached to the first limiting plate 3 and the second limiting plate 4, the first positioning column 31 and the second positioning column 41 are matched with the third limiting plates 5, the horizontal displacement between the third limiting plates 5 and the first limiting plate 3 and the second limiting plate 4 can be prevented, so that the cross member 2 is fixed to the support column 1.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (7)
1. The assembled structure for the connection of the wind-resistant compression beam column comprises a support column (1) and a cross beam (2), and is characterized in that a first limiting plate (3) and a second limiting plate (4) are fixedly connected to the support column (1), a first positioning column (31) and a second positioning column (41) are respectively arranged on one side of the first limiting plate (3) and the second limiting plate (4) opposite to each other, two groups of third limiting plates (5) which are oppositely arranged are slidably connected to the cross beam (2), each third limiting plate (5) is a flat plate, a fastening plate (51) and a limiting hole are arranged on each third limiting plate (5), the limiting hole is sleeved on the first positioning column (31) and the second positioning column (41), a fastening through hole (53) is arranged on each fastening plate (51), and the fastening plates (51) are fixedly connected with each other through a fastening bolt (6), the two groups of third limiting plates (5) are respectively attached to the first limiting plate (3) and the second limiting plate (4); the two sides of the crossbeam (2) are provided with flanges for preventing the third limiting plate (5) from being separated from the crossbeam (2), and the distance between the flanges on the two sides of the crossbeam (2) is equal to the distance between the first limiting plate (3) and the second limiting plate (4).
2. The fabricated structure of wind-load-resisting beam-column connection according to claim 1, characterized in that the supporting columns (1) and the cross beams (2) are H-shaped channel steel.
3. The fabricated structure of wind-resistant beam-column connection according to claim 2, wherein the first limit plate (3) is an L-shaped plate; still be provided with on first limiting plate (3) and dodge groove (32), dodge position that groove (32) set up and be connected with support column (1) on first limiting plate (3), in first limiting plate (3) fixed connection to support column (1), dodge groove (32) card and establish on support column (1).
4. The fabricated structure of wind-resistant beam-column connection according to claim 2, wherein the second limit plate (4) is an L-shaped plate; and the second limiting plate (4) is also provided with a reinforcing rib (42), and the reinforcing rib (42) is a triangular plate.
5. The fabricated structure for the wind-load resisting beam-column connection is characterized in that a guide rail groove (52) is formed in the side edge of the third limiting plate (5), a guide rail is arranged on the cross beam (2), the guide rail groove (52) is sleeved on the guide rail, the guide rail groove (52) is a T-shaped groove, and the guide rail is a T-shaped guide rail.
6. The fabricated structure of wind-load-resisting beam-column connection according to any one of claims 2 to 5, characterized in that a rotating shaft (7) is further rotatably connected to the cross beam (2), an external thread is arranged on the rotating shaft (7), a threaded sleeve (8) is connected to the rotating shaft (7) through a thread, two sides of the threaded sleeve (8) are connected to two sets of third limiting plates (5) through connecting rods (9), a connecting lug (54) is arranged on each third limiting plate (5), and two ends of each connecting rod (9) are respectively hinged to the threaded sleeve (8) and the connecting lug (54).
7. The fabricated structure for wind-load-resisting beam-column connection is characterized in that the rotating shaft (7) is further provided with a hexagon socket blind hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120614468.5U CN215330541U (en) | 2021-03-26 | 2021-03-26 | Assembled structure for connecting wind-resistant beam column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120614468.5U CN215330541U (en) | 2021-03-26 | 2021-03-26 | Assembled structure for connecting wind-resistant beam column |
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| Publication Number | Publication Date |
|---|---|
| CN215330541U true CN215330541U (en) | 2021-12-28 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120614468.5U Active CN215330541U (en) | 2021-03-26 | 2021-03-26 | Assembled structure for connecting wind-resistant beam column |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115095086A (en) * | 2022-07-21 | 2022-09-23 | 江西省富煌钢构有限公司 | Wind pressure resistant steel plate support combined component |
-
2021
- 2021-03-26 CN CN202120614468.5U patent/CN215330541U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115095086A (en) * | 2022-07-21 | 2022-09-23 | 江西省富煌钢构有限公司 | Wind pressure resistant steel plate support combined component |
| CN115095086B (en) * | 2022-07-21 | 2024-03-12 | 江西省富煌钢构有限公司 | Wind pressure resistant steel plate support combined member |
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