CN212506746U - Utilize V shaped steel board to connect reinforced (rfd) steel construction beam column - Google Patents
Utilize V shaped steel board to connect reinforced (rfd) steel construction beam column Download PDFInfo
- Publication number
- CN212506746U CN212506746U CN202021005859.9U CN202021005859U CN212506746U CN 212506746 U CN212506746 U CN 212506746U CN 202021005859 U CN202021005859 U CN 202021005859U CN 212506746 U CN212506746 U CN 212506746U
- Authority
- CN
- China
- Prior art keywords
- steel
- steel frame
- strength bolt
- column
- shaped steel
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
A steel structure beam column connected and reinforced by utilizing a V-shaped steel plate comprises a steel frame column, wherein a steel frame beam is fixedly connected to the outer side wall of the steel frame column; the fixed ends of the two V-shaped steel plates are fixedly connected to the outer side walls of the steel frame column and the steel frame beam through a first high-strength bolt and a third high-strength bolt respectively, and the connecting ends of the two V-shaped steel plates are fixedly connected through a second high-strength bolt; a plurality of stiffening ribs are arranged between the connecting points of the steel frame columns and the steel frame beams and the connecting points of the fixed ends of the V-shaped steel plates; when the steel frame columns are subjected to larger vertical pressure and generate vertical downward deformation relative to the steel frame beams, the two V-shaped steel plates between the beam columns are staggered due to certain displacement of the first high-strength bolt and the third high-strength bolt, and deformation energy is absorbed by the fixation of the middle second high-strength bolt, so that the joint of the beam column joint is not damaged and collapsed; the utility model has the advantages of simple structure, convenient installation, low cost, safety and reliability.
Description
Technical Field
The utility model belongs to the technical field of the building steel construction, concretely relates to utilize V shaped steel board to connect reinforced (rfd) steel construction beam column.
Background
In the anti-continuous collapse design of the structure, the node is the most important part, after the vertical bearing component is damaged, no matter the 'alternative path method' paying attention to the overall performance or the 'tie strength method' paying attention to local components, the node plays an important role in the anti-continuous collapse of the structure, whether the node is effective and reliable or not is determined, whether an effective internal force redistribution path is arranged inside the structure or not is determined, and whether the 'suspension cable effect' can be effectively formed in the structure in a large deformation state or not is determined to redistribute the internal force, so that the combined node in the existing building and the newly-built building needs to be reinforced to improve the anti-collapse capability of the structure. When a traditional combined node is reinforced, the bearing capacity and rigidity of the node are improved by increasing the section size of a component so as to achieve the purpose of improving the collapse resistance of the node, but the improvement of the bearing capacity of the node is particularly to improve the rigidity of the node, so that the rigidity of the reinforced node is changed, the performance of the reinforced node is not matched with that of the node which is not reinforced, and the internal force distribution of the structure under normal use load is influenced. Therefore, a strengthening method which does not affect the rigidity of the node is needed.
Disclosure of Invention
In order to overcome the not enough of above-mentioned prior art, the utility model aims to provide an utilize V shaped steel board to connect reinforced (rfd) steel construction beam column can improve the performance of steel construction beam column interlinkage node at the anti in-process that collapses, promotes structure global rigidity, prevents that the beam column tie point from taking place to destroy when appearing the large deformation and collapsing, has simple structure, simple to operate, low cost and safe and reliable's advantage.
In order to achieve the above object, the utility model discloses a technical scheme be:
a steel structure beam column connected and reinforced by utilizing a V-shaped steel plate comprises a steel frame column 1, wherein a steel frame beam 2 is fixedly connected to the outer side wall of the steel frame column 1; the fixed ends of the two V-shaped steel plates 3 are fixedly connected to the outer side walls of the steel frame column 1 and the steel frame beam 2 through a first high-strength bolt 5 and a third high-strength bolt 7 respectively, and the connecting ends of the two V-shaped steel plates 3 are fixedly connected through a second high-strength bolt 6; a plurality of stiffening ribs 4 are arranged on the inner walls of the steel frame column 1 and the steel frame beam 2 and between the connecting points of the steel frame column 1 and the steel frame beam 2 and the connecting points of the fixed ends of the V-shaped steel plates 3.
The strength of the first high-strength bolt 5, the third high-strength bolt 7 and the second high-strength bolt 6 is 8.8 or 10.9 grade.
The steel used for the steel frame column 1, the steel frame beam 2, the V-shaped steel plate 3 and the stiffening ribs 4 comprises Q235 steel, Q345 steel, Q390 steel or Q420 steel.
The outer side wall of the steel frame column 1 and the steel frame beam 2 are welded into a whole.
The stiffening ribs 4 are respectively welded with the inner walls of the steel frame columns 1 and the steel frame beams 2 into a whole.
The beneficial effects of the utility model reside in that:
when the steel frame column 1 is subjected to larger vertical pressure and generates vertical downward deformation relative to the steel frame beam 2, the two V-shaped steel plates 3 between the beam columns are staggered due to certain displacement of the first high-strength bolt 5 and the third high-strength bolt 7, and deformation energy is absorbed by the fixation of the middle second high-strength bolt 6, so that the joint of the beam column node is not damaged and collapsed; the utility model has the advantages of simple structure, convenient installation, low cost, safety and reliability.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a front view of the present invention.
Fig. 3 is a schematic structural view of the V-shaped steel plate of the present invention.
In the figure: 1. a steel frame column; 2. a steel frame beam; 3. a V-shaped steel plate; 4. a stiffening rib; 5. a first high-strength bolt; 6. a second high-strength bolt; and 7, a third high-strength bolt.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Referring to fig. 1 to 3, the steel structure beam column connected and reinforced by using the V-shaped steel plate comprises a steel frame column 1, wherein a steel frame beam 2 is fixedly connected to the outer side wall of the steel frame column 1; the fixed ends of the two V-shaped steel plates 3 are fixedly connected to the outer side walls of the steel frame column 1 and the steel frame beam 2 through a first high-strength bolt 5 and a third high-strength bolt 7 respectively, and the connecting ends of the two V-shaped steel plates 3 are fixedly connected through a second high-strength bolt 6; a plurality of stiffening ribs 4 are arranged on the inner walls of the steel frame column 1 and the steel frame beam 2 and between the connecting points of the steel frame column 1 and the steel frame beam 2 and the connecting points of the fixed ends of the V-shaped steel plates 3.
The number of the stiffening ribs 4 can be adjusted according to actual needs.
The strength of the first high-strength bolt 5, the third high-strength bolt 7 and the second high-strength bolt 6 is 8.8 or 10.9 grade.
The steel used by the steel frame column 1, the steel frame beam 2, the V-shaped steel plate 3 and the stiffening ribs 4 comprises Q235 steel, Q345 steel, Q390 steel or Q420 steel so as to ensure the strength of the node.
The outer side wall of the steel frame column 1 and the steel frame beam 2 are welded into a whole.
The stiffening ribs 4 are respectively welded with the inner walls of the steel frame columns 1 and the steel frame beams 2 into a whole.
The welding is all prefabricated in the factory and finished, and the field assembly is convenient.
The utility model discloses a theory of operation does:
firstly, welding the outer side wall of a steel frame column 1 and a steel frame beam 2 into a whole in a factory, and welding a stiffening rib 4, the steel frame column 1 and the inner wall of the steel frame beam 2 into a whole; carry out fixed connection to V shaped steel board 3 with first high-strength bolt 5, third high-strength bolt 7 and second high-strength bolt 6 at the job site, make steel frame post 1 and steel frame roof beam 2 become unified atress whole, receive great vertical pressure when steel frame post 1, produce vertical decurrent deformation for steel frame roof beam 2, two V shaped steel boards 3 between the beam column can take place certain displacement and stagger because first high-strength bolt 5, third high-strength bolt 7's fixed with the beam column, absorb deformation energy through the fixed of middle second high-strength bolt 6, make beam column node junction not destroyed and collapse, the reliability and the stability of structure have been improved.
It should be understood that the above embodiments are only for illustrating the technical solution of the present invention and not for limiting the same, and although the present invention is described in detail with reference to the above embodiments, those of ordinary skill in the art should understand that: modifications and equivalents may be made to the embodiments of the invention without departing from the spirit and scope of the invention, which is intended to be covered by the claims.
Claims (5)
1. The utility model provides an utilize V shaped steel board to connect reinforced (rfd) steel construction beam column, includes steel frame post (1), its characterized in that: the outer side wall of the steel frame column (1) is fixedly connected with a steel frame beam (2); the steel frame column is characterized in that an included angle is formed below the connecting point of the steel frame column (1) and the steel frame beam (2), the fixed ends of the two V-shaped steel plates (3) are fixedly connected to the outer side walls of the steel frame column (1) and the steel frame beam (2) through a first high-strength bolt (5) and a third high-strength bolt (7) respectively, and the connecting ends of the two V-shaped steel plates (3) are fixedly connected through a second high-strength bolt (6); and a plurality of stiffening ribs (4) are arranged between the connecting points of the steel frame columns (1) and the steel frame beams (2) and the connecting points of the fixed ends of the V-shaped steel plates (3).
2. The steel structural beam column reinforced by the V-shaped steel plates in the connecting mode is characterized in that: the strength of the first high-strength bolt (5), the third high-strength bolt (7) and the second high-strength bolt (6) is 8.8 or 10.9 grade.
3. The steel structural beam column reinforced by the V-shaped steel plates in the connecting mode is characterized in that: the steel used by the steel frame column (1), the steel frame beam (2) and the V-shaped steel plate (3) comprises Q235 steel, Q345 steel, Q390 steel or Q420 steel.
4. The steel structural beam column reinforced by the V-shaped steel plates in the connecting mode is characterized in that: the outer side wall of the steel frame column (1) and the steel frame beam (2) are welded into a whole.
5. The steel structural beam column reinforced by the V-shaped steel plates in the connecting mode is characterized in that: the stiffening ribs (4) are respectively welded with the inner walls of the steel frame columns (1) and the steel frame beams (2) into a whole.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202021005859.9U CN212506746U (en) | 2020-06-04 | 2020-06-04 | Utilize V shaped steel board to connect reinforced (rfd) steel construction beam column |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202021005859.9U CN212506746U (en) | 2020-06-04 | 2020-06-04 | Utilize V shaped steel board to connect reinforced (rfd) steel construction beam column |
Publications (1)
Publication Number | Publication Date |
---|---|
CN212506746U true CN212506746U (en) | 2021-02-09 |
Family
ID=74382750
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202021005859.9U Active CN212506746U (en) | 2020-06-04 | 2020-06-04 | Utilize V shaped steel board to connect reinforced (rfd) steel construction beam column |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN212506746U (en) |
-
2020
- 2020-06-04 CN CN202021005859.9U patent/CN212506746U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN212506747U (en) | Steel structure combination node of anti progressive collapse | |
CN101368407B (en) | High tensility shock-resistant node of steel structure | |
CN212506791U (en) | Anti-collapse beam column node of stepped external steel frame | |
CN212506746U (en) | Utilize V shaped steel board to connect reinforced (rfd) steel construction beam column | |
CN213296646U (en) | Joint energy consumption column | |
CN211285977U (en) | Tapered weakening beam column joint for high-strength steel beam flange | |
CN103526950A (en) | Concrete-filled square steel tube and steel beam semi-rigid reinforcing joint for preventing progressive collapse | |
CN208088496U (en) | A kind of anti-continuous collapse composite structure of steel frame | |
CN213204451U (en) | Buckling restrained brace concrete frame structure | |
CN214784813U (en) | Section steel lattice column connecting node structure | |
CN205296391U (en) | A baffle link up node that is used for rectangle steel core concrete column and H girder steel to connect | |
CN213837024U (en) | Node structure of cross square steel tube concrete column and floor | |
CN213417828U (en) | Bracket beam system for foundation pit | |
CN110469130B (en) | Pipe truss girder and pipe truss column flange plate mounting die and mounting method | |
CN114233036A (en) | Through-type angle steel transmission tower reinforcing apparatus | |
CN219621954U (en) | Corner support node for reducing calculated length outside wind-resistant cylindrical surface | |
CN209145339U (en) | A kind of double-layer detachable reinforcement shed | |
CN210152318U (en) | Be used for steel construction beam column to connect reinforced (rfd) telescopic connecting device | |
CN216041712U (en) | High-precision mounting and connecting structure for rigid beam column and frame beam | |
CN103790241A (en) | Angle steel connecting method of H-type solid-web type beam and lattice type steel column | |
CN219825844U (en) | Steel column with concrete poured inside | |
CN213868279U (en) | Steel connection full-assembly type concrete beam-column structure | |
CN217601702U (en) | Connecting structure of H-shaped steel column and lattice column | |
CN215407354U (en) | Fast-assembling bracing of steel platform | |
CN215716115U (en) | Connecting device for connecting reinforced concrete beam and profile steel concrete column |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |