CN213062389U - Reinforcing apparatus of steel construction beam column node - Google Patents
Reinforcing apparatus of steel construction beam column node Download PDFInfo
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- CN213062389U CN213062389U CN202021472871.0U CN202021472871U CN213062389U CN 213062389 U CN213062389 U CN 213062389U CN 202021472871 U CN202021472871 U CN 202021472871U CN 213062389 U CN213062389 U CN 213062389U
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- riser
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- transverse plate
- beam column
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Abstract
The utility model discloses a reinforcing apparatus of steel construction beam column node, including the set-square subassembly, the set-square subassembly includes the riser that sets up along the post direction and the diaphragm that sets up along the roof beam direction, all is provided with the bolt hole on the riser that sets up along the post direction and the diaphragm that sets up along the roof beam direction, and high strength bolt passes the bolt hole and is connected riser, diaphragm with post and roof beam respectively, and diaphragm and riser inboard are connected with the down tube. The utility model discloses simple structure, it is convenient to install, can further improve the shock resistance of beam column nodal connection department, makes beam column nodal connection department more firm.
Description
Technical Field
The utility model relates to a building engineering technical field especially relates to a reinforcing apparatus of steel construction beam column node.
Background
The steel structure is a structure composed of steel materials, is one of main building structure types, and mainly comprises beam steel, steel columns, steel trusses and other members made of section steel, steel plates and the like. The beam column node is the most important node in the steel construction, and it is direct to influence the construction speed and the assembly degree of structure, and in current engineering example, the beam column node of adoption is mostly all welded nodes, and these node welding seams are too close to even meet, can produce great welding heat affected zone in the less scope in stand node area, influence node atress performance, have weakened the shock resistance, have quality potential safety hazard, for this reason, provide a reinforcing apparatus of steel construction beam column node.
SUMMERY OF THE UTILITY MODEL
The utility model discloses a solve among the current steel construction engineering example beam column node and influence node atress performance after the spot welding, weakened the shock resistance, there is the problem of quality potential safety hazard, provided a reinforcing apparatus of steel construction beam column node, simple structure, it is convenient to install, can further improve the shock resistance of beam column nodal connection department on the basis that does not change current beam column node, makes beam column nodal connection department more firm.
In order to realize the purpose, the technical scheme of the utility model is that:
the utility model provides a reinforcing apparatus of steel construction beam column node, includes the set square subassembly, the set square subassembly includes the riser that sets up along the post direction and the diaphragm that sets up along the roof beam direction, sets up along the post direction the riser sets up with along the roof beam direction the bolt hole has all been seted up on the diaphragm, wear to be equipped with high strength bolt in the bolt hole, high strength bolt passes the bolt hole and links to each other riser and diaphragm with post and roof beam respectively, and diaphragm and riser inboard are connected with the down tube.
Furthermore, the triangle-shaped subassembly is for pouring the shaping integral type structure, diaphragm middle part is the sunk structure with roof beam assorted.
Further, the vertical plate is vertically connected with the transverse plate.
Furthermore, the quantity of down tube is two, and two down tube symmetric distributions are on the medial surface that riser and diaphragm are perpendicular to be connected.
Further, the vertical plate extends outwards along the connection part of the vertical plate and the inclined rod, and the extending direction of the vertical plate is parallel to the column.
Furthermore, the transverse plate extends outwards along the connection position of the transverse plate and the inclined rod, and the extending direction of the transverse plate is parallel to the beam.
The utility model has the advantages that:
compared with the existing common beam-column joint connection mode, the structure of the utility model is simple and reasonable in arrangement and ingenious in concept, on one hand, the triangular assembly has more stability for beam-column joint connection, and plays a role in reinforcement on the basis of not changing the existing beam-column joint, thereby improving the anti-seismic performance of the structure; on the other hand, the triangular assembly is integrally cast and formed, the self impact toughness is high, the transportation is convenient, and the construction is convenient.
Drawings
Fig. 1 is the utility model relates to a reinforcing apparatus's of steel construction beam column node structural schematic diagram.
Fig. 2 is the utility model relates to a reinforcing apparatus's of steel construction beam column node left side view.
Fig. 3 is the front view of the triangle-shaped subassembly in the reinforcing apparatus of steel structure beam column node of the utility model.
Fig. 4 is a schematic sectional view of a-a in fig. 3 of a reinforcing apparatus for a steel structure beam column joint of the present invention.
The reference numbers in the drawings are as follows:
the high-strength steel frame is characterized in that 1 is a triangular assembly, 2 is a high-strength bolt, 3 is a vertical plate, 4 is an inclined rod, 5 is a transverse plate, 6 is a column, 7 is a beam and 8 is a bolt hole.
Detailed Description
The invention will be further described with reference to the accompanying drawings and specific embodiments:
as shown in fig. 1-4, a reinforcing apparatus of steel structure beam column node, including triangle subassembly 1, triangle subassembly 1 includes riser 3 that sets up along 6 directions of post and diaphragm 5 that sets up along 7 directions of roof beam, sets up along 6 directions of post riser 3 and set up along 7 directions of roof beam all seted up bolt hole 8 on the diaphragm 5, wear to be equipped with high strength bolt 2 in the bolt hole 8, high strength bolt 2 passes bolt hole 8 and links to each other riser 3 and diaphragm 5 with post 6 and roof beam 7 respectively, and diaphragm 5 and riser 3 inboard are connected with down tube 4.
In this embodiment, triangle-shaped subassembly 1 is for pouring shaping integral type structure, 5 middle parts of diaphragm are with roof beam 7 assorted sunk structure, form the space of stepping down when being convenient for assemble.
Specifically, the vertical plate 3 is vertically connected with the transverse plate 5; the quantity of down tube 4 is two, and two down tube 4 symmetric distribution are on the medial surface that riser 3 and diaphragm 5 are connected perpendicularly.
In addition, the vertical plate 3 extends outwards along the connection part of the inclined rod 4, and the extending direction of the vertical plate 3 is parallel to the column 6; the transverse plate 5 extends outwards along the connection part of the transverse plate and the inclined rod 4, and the extending direction of the transverse plate 5 is parallel to the beam 7.
The working principle is as follows:
after the triangular assembly 1 is transported to the site, the triangular assembly 1 can be directly installed at the joint of the existing beam-column joint, firstly, the concave part in the middle of the transverse plate 5 corresponds to the beam 7, and the triangular assembly 1 is pushed to enable the vertical plate 3 to be attached to the column 6, so that the triangular assembly 1 is accurately placed at the beam-column joint; then link together riser 3 with high strength bolt 2 and post 6, again with diaphragm 5 with high strength bolt 2 and roof beam 7 connection, check at last whether high strength bolt 2 fastens in place promptly and installs the completion, whole installation process is easy and simple to handle.
The above-mentioned embodiments are merely preferred embodiments of the present invention, and not intended to limit the scope of the present invention, so that equivalent changes or modifications made by the structure, features and principles of the present invention should be included in the claims of the present invention.
Claims (6)
1. The utility model provides a reinforcing apparatus of steel construction beam column node, includes triangle subassembly (1), its characterized in that, triangle subassembly (1) includes riser (3) and diaphragm (5) that set up along roof beam (7) direction that set up along post (6) direction riser (3) and set up along roof beam (7) direction all seted up bolt hole (8) on diaphragm (5), wear to be equipped with high strength bolt (2) in bolt hole (8), high strength bolt (2) pass bolt hole (8) and link to each other riser (3) and diaphragm (5) with post (6) and roof beam (7) respectively, and diaphragm (5) and riser (3) inboard are connected with down tube (4).
2. The reinforcing device for the beam-column joint of the steel structure according to claim 1, wherein the triangular component (1) is a pouring and forming integrated structure, and the middle part of the transverse plate (5) is of a concave structure matched with the beam (7).
3. The reinforcing device of a steel structure beam column joint according to claim 1, characterized in that the vertical plates (3) are vertically connected with the transverse plates (5).
4. The reinforcing device of the steel structure beam column joint as claimed in claim 3, wherein the number of the diagonal rods (4) is two, and the two diagonal rods (4) are symmetrically distributed on the inner side surface where the vertical plate (3) and the transverse plate (5) are vertically connected.
5. A reinforcement of a steel structure beam-column joint according to claim 1, characterized in that the risers (3) extend outwards along their connection to the diagonal (4), the risers (3) extending in a direction parallel to the column (6).
6. The reinforcing device for the beam-column joint of the steel structure according to claim 1, wherein the transverse plate (5) extends along the connection part of the transverse plate and the diagonal rod (4), and the extension direction of the transverse plate (5) is parallel to the beam (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021472871.0U CN213062389U (en) | 2020-07-23 | 2020-07-23 | Reinforcing apparatus of steel construction beam column node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021472871.0U CN213062389U (en) | 2020-07-23 | 2020-07-23 | Reinforcing apparatus of steel construction beam column node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213062389U true CN213062389U (en) | 2021-04-27 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021472871.0U Active CN213062389U (en) | 2020-07-23 | 2020-07-23 | Reinforcing apparatus of steel construction beam column node |
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| Country | Link |
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| CN (1) | CN213062389U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113931306A (en) * | 2021-10-14 | 2022-01-14 | 中国化学工程第六建设有限公司 | Steel structure beam column connection node structure |
-
2020
- 2020-07-23 CN CN202021472871.0U patent/CN213062389U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113931306A (en) * | 2021-10-14 | 2022-01-14 | 中国化学工程第六建设有限公司 | Steel structure beam column connection node structure |
| CN113931306B (en) * | 2021-10-14 | 2022-10-04 | 中国化学工程第六建设有限公司 | Steel structure beam column connection node structure |
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