CN217783037U - Supporting node for reinforcing factory building - Google Patents
Supporting node for reinforcing factory building Download PDFInfo
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- CN217783037U CN217783037U CN202221438217.7U CN202221438217U CN217783037U CN 217783037 U CN217783037 U CN 217783037U CN 202221438217 U CN202221438217 U CN 202221438217U CN 217783037 U CN217783037 U CN 217783037U
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Abstract
The utility model relates to a support node is used in factory building reinforcement uses in the field of building steel structure technique, and it is including steel column and the girder steel that is used for constituting the factory building steel construction, the girder steel with the steel column links to each other, the top flange of girder steel with be equipped with the connection reinforcement between the one side edge of a wing of steel column, the bottom flange of girder steel with be equipped with the support reinforcement between the one side edge of a wing of steel column. This application has and consolidates the effect better, can improve the effect of whole factory building steel construction stability.
Description
Technical Field
The application relates to the technical field of construction steel structures, in particular to a supporting node for reinforcing a factory building.
Background
The factory building is a building which is suitable for factories, workshops, warehouses, power distribution rooms, office buildings and the like, is suitable for single-layer large-span buildings, can also be used for building multi-layer or high-rise buildings, and is widely applied to modern industrial production activities. The factory building adopts steel structural framework mostly, and main bearing member all comprises the steel construction promptly, including steel column, girder steel, steel roof truss etc. and the connecting portion position of roof beam and post need use reinforced structure usually and consolidate.
In the correlation technique, a structure for factory building reinforcement, wherein reinforced structure's part is to increase the one deck loading board and use channel-section steel cooperation bolt, nut to carry out the centre gripping with loading board and original girder steel after using gluing agent to bond each other fixed, and the channel-section steel does not play the reinforcement effect here, what play the reinforcement effect is the bolt that passes the channel-section steel and the combination of nut. The fixed bolt and the channel-section steel cooperation that only lean on the equipartition of analysis centre gripping from overall structure realize, the structure is comparatively simple, and in case the bolt pine takes off or damages and lead to the reinforced structure inefficacy promptly. Therefore, the reinforcing effect is not good, and the stability of the steel structure of the whole factory building is poor.
SUMMERY OF THE UTILITY MODEL
The structure in order to improve the beam-supporting is comparatively single, consolidates the effect not good to make the problem that whole factory building steel construction stability is short of, this application provides a supporting node for factory building reinforcement.
The application provides a support node for factory building reinforcement adopts following technical scheme:
the utility model provides a support node for factory building reinforcement, is including being used for constituting steel column and the girder steel of factory building steel construction, the girder steel with the steel column links to each other, the top flange of girder steel with be equipped with the connection reinforcement between the one side edge of a wing of steel column, the bottom flange of girder steel with be equipped with the support reinforcement between the one side edge of a wing of steel column.
Through adopting above-mentioned technical scheme, set up connection reinforcement and support reinforcement at the junction of steel column and girder steel, connection reinforcement locates between the girder steel top flange and one side edge of a wing of steel column, and support reinforcement locates between the girder steel bottom flange and one side edge of a wing of steel column, therefore can play better reinforcing effect to being connected between steel column and the girder steel to improve the stability of whole factory building steel construction.
Optionally, the connection reinforcing member includes a beam connecting plate and a column connecting plate, the beam connecting plate and the column connecting plate are integrally formed, the beam connecting plate abuts against the upper flange of the steel beam and is connected through a first bolt, and the column connecting plate abuts against the flange of one side of the steel column and is connected through a second bolt.
Through adopting above-mentioned technical scheme, because beam connecting plate and column connecting plate are integrated into one piece structure, consequently the connection reinforcement has higher rigidity and intensity, and beam connecting plate is fixed in the upper flange of girder steel through first bolt, and column connecting plate passes through the second bolt fastening in one side flange of steel column to can be connected the girder steel and be fixed in on the steel column.
Optionally, the upper flange of the steel beam is provided with a beam limiting groove for accommodating the beam connecting plate, and the flange on one side of the steel column is provided with a column limiting groove for accommodating the column connecting plate.
Through adopting above-mentioned technical scheme, the beam connecting plate can set up in the roof beam spacing inslot, and the post connecting plate can set up in the post spacing inslot, and the roof beam spacing groove can carry out spacing fixed to the beam connecting plate, and the post spacing groove can carry out spacing fixed to the post connecting plate, therefore roof beam spacing groove and post spacing groove can be injectd the position of whole connection reinforcement, make the difficult condition that takes place the skew of connection reinforcement and lead to the fixed effect reduction of connection reinforcement to the girder steel.
Optionally, a reinforcing rib is arranged between the beam connecting plate and the column connecting plate.
Through adopting above-mentioned technical scheme, the stiffening rib can further improve the rigidity and the intensity of connection reinforcement, makes connection reinforcement can be fixed in the girder steel on the steel column more steadily.
Optionally, the supporting and reinforcing member includes a supporting support plate, the supporting support plate is welded to a flange on one side of the steel column, and the supporting support plate abuts against the bottom surface of the lower flange of the steel beam.
Through adopting above-mentioned technical scheme, the supporting plate welds on steel column one side edge of a wing to support and paste in the bottom surface on the girder steel bottom flange, can play certain supporting role to the girder steel, and with the power that the girder steel received to the steel column transmission, make the girder steel atress even.
Optionally, the supporting and reinforcing member further includes a supporting and hanging plate, the supporting and hanging plate is welded to a flange on one side of the steel column, the supporting and hanging plate abuts against the top surface of the lower flange of the steel beam, and the supporting and hanging plate, the lower flange of the steel beam and the supporting and supporting plate are connected through a third bolt.
Through adopting above-mentioned technical scheme, the support hanger plate welds in steel column one side edge of a wing to offset with the top surface on girder steel bottom flange and paste, therefore the support hanger plate can be corresponding with the support layer board of girder steel bottom flange bottom surface, presss from both sides the bottom flange of girder steel tightly between support hanger plate and support layer board, thereby promotes the reinforcement effect of whole support reinforcement to the girder steel.
Optionally, the supporting hanging plate is provided with an avoiding groove for accommodating the web of the steel beam.
Through adopting above-mentioned technical scheme, set up on supporting the hanger plate and dodge the groove, dodge the groove and can make supporting the hanger plate and play better fixed effect to the girder steel under the less condition of connection influence to girder steel and steel column.
Optionally, a support rib plate is arranged between the support supporting plate and the flange on one side of the steel column.
Through adopting above-mentioned technical scheme, the support floor is located between supporting plate and the steel column, can support supporting plate and girder steel to with the power transmission that comes from the girder steel that supporting plate received on the steel column, reduce supporting plate because of the atress too big possibility that the fracture drops on the steel column, thereby promote the stability of whole support reinforcement.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the connecting and reinforcing part comprises a beam connecting plate and a column connecting plate, and the beam connecting plate and the column connecting plate are of an integrally formed structure, so that the connecting and reinforcing part has high rigidity and strength;
2. the supporting and reinforcing part comprises a supporting plate and a supporting hanging plate, the supporting plate abuts against the bottom surface of the lower flange of the steel beam, the supporting hanging plate abuts against the top surface of the lower flange of the steel beam, the supporting hanging plate corresponds to the supporting plate, and the lower flange of the steel beam is clamped between the supporting hanging plate and the supporting plate, so that the supporting and reinforcing effects of the whole supporting and reinforcing part on the steel beam are improved;
3 be equipped with the support floor between supporting plate and the steel column, the support floor can support supporting plate and girder steel to with the power transmission that comes from the girder steel that supporting plate received on the steel column, reduce the supporting plate because of the too big possibility that breaks off from the steel column of atress, thereby promote the stability of whole support reinforcement.
Drawings
Fig. 1 is a schematic view of a supporting node for reinforcing a plant in an embodiment of the present application.
Reference numerals: 1. a steel beam; 11. a beam limiting groove; 2. a steel column; 21. a post-limiting groove; 3. connecting a reinforcing member; 31. a beam connecting plate; 311. a first bolt; 32. a column connecting plate; 321. a second bolt; 4. reinforcing ribs; 5. a support reinforcement; 51. a support pallet; 52. supporting the hanger plate; 53. a third bolt; 6. an avoidance groove; 7. supporting the rib plate.
Detailed Description
The present application is described in further detail below with reference to fig. 1.
The embodiment of the application discloses support node for reinforcing a plant. Referring to fig. 1, the supporting node for plant reinforcement comprises a steel beam 1, a steel column 2, a supporting reinforcement 5 and a connecting reinforcement 3. Girder steel 1 and steel column 2 all adopt H shaped steel, and the one end of girder steel 1 and the edge of a wing welding of 2 one sides of steel column, support reinforcement 5 set up in the junction on the edge of a wing and the 2 one side edges of a wing of steel column 1 bottom flange, and connection reinforcement 3 sets up in the junction on the edge of a wing and the 2 one side edges of a wing of steel column 1 top flange.
Referring to fig. 1, the supporting and reinforcing member 5 is composed of a supporting support plate 51 and a supporting hanging plate 52, the supporting support plate 51 is welded on the flange on one side of the steel column 2 connected with the steel beam 1 and abuts against the bottom surface of the lower flange of the steel beam 1, the supporting support plate 51 can better transmit the horizontal counter force received by the steel beam 1 to the steel column 2, so that the stress of the steel beam 1 is reasonable, the connection stability of the steel beam 1 and the steel column 2 is enhanced, the contact area between the supporting support plate 51 and the bottom surface of the lower flange of the steel beam 1 can be determined according to the actual situation, and the appropriate supporting force can be provided for the steel beam 1 while meeting the economic requirement; in addition, the supporting hanging plate 52 is also welded on the flange on the side where the steel column 2 is connected with the steel beam 1 and abuts against the top surface of the lower flange of the steel beam 1, so that the supporting hanging plate 52 and the supporting support plate 51 can simultaneously clamp the lower flange of the steel beam 1, and the third bolt 53 is arranged between the supporting hanging plate 52, the lower flange of the steel beam 1 and the supporting support plate 51 in a penetrating manner for fixing, thereby reducing the situation that the steel beam 1 is shaken due to the force in the horizontal direction, and improving the stability of the supporting reinforcement 5 on the steel beam 1. Specifically, offer the dodge groove 6 that supplies the web of girder steel 1 to hold on the support hanger plate 52, consequently can make the support hanger plate 52 play better fixed effect to girder steel 1 under the less condition of the connection influence to girder steel 1 and steel column 2, simultaneously, in the groove 6 is dodged in the web embedding of girder steel 1, dodge groove 6 and also can play certain limiting displacement to the web to make the difficult condition of rocking about taking place of girder steel 1.
In addition, the below of supporting pallet 51 is provided with a plurality of support rib plate 7, in this application embodiment, the quantity of support rib plate 7 is two, support rib plate 7 is the right triangle structure, a right-angle side of support rib plate 7 welds in the bottom surface of supporting pallet 51, another right-angle side of support rib plate 7 welds on the edge of a wing that steel column 2 is close to girder steel 1 one side, support rib plate 7 can further transmit the horizontal counter-force that girder steel 1 received to steel column 2 on, and simultaneously, support rib plate 7 also can play the guard action to whole support reinforcement 5, can reduce the too big and fracture the possibility that drops from steel column 2 of support pallet 51 atress, thereby promote the stability of whole support reinforcement 5.
Referring to fig. 1, connection reinforcement 3 comprises beam connection board 31 and column connection board 32, beam connection board 31 and column connection board 32 integrated into one piece, so connection reinforcement 3 possesses better rigidity and intensity, beam connection board 31 is fixed through first bolt 311 and girder steel 1 upper limb, column connection board 32 is fixed through the edge of a wing of second bolt 321 with steel column 2, consequently, whole connection reinforcement 3 can play the reinforcing effect to being connected of girder steel 1 and steel column 2, thereby further strengthen the stability that girder steel 1 and steel column 2 are connected.
Specifically, girder steel 1 upper flange has seted up roof beam spacing groove 11, and 2 one side flanges of steel column have seted up post spacing groove 21, and beam connecting plate 31 can set up in roof beam spacing groove 11, and post connecting plate 32 can set up in post spacing groove 21, and consequently roof beam spacing groove 11 and post spacing groove 21 can be injectd whole connection reinforcement 3's position, reduce connection reinforcement 3 and take place the condition such as offset because of the atress to promote connection reinforcement 3's stability.
Referring to fig. 1, a reinforcing rib 4 is welded between the beam connecting plate 31 and the column connecting plate 32, and the reinforcing rib 4 can increase the strength of a joint surface between the beam connecting plate 31 and the column connecting plate 32, and reduce the possibility that the whole connection reinforcement 3 deforms due to uneven stress, thereby further improving the stability of the connection reinforcement 3.
The implementation principle of the supporting node for reinforcing the plant is as follows: the connection reinforcing part 3 and the support reinforcing part 5 are arranged at the connection part of the steel beam 1 and the steel column 2 of the factory building steel structure, the connection reinforcing part 3 is composed of a beam connecting plate 31 and a column connecting plate 32, the beam connecting plate 31 is fixed with the upper flange of the steel beam 1 through a first bolt 311, and the column connecting plate 32 is fixed with the steel column 2 through a second bolt 321, so that the whole connection reinforcing part 3 can play a role in reinforcing the connection between the steel beam 1 and the steel column 2, and the connection stability between the steel beam 1 and the steel column 2 is enhanced; the supporting and reinforcing member 5 comprises a supporting plate 51 and a supporting hanging plate 52, the supporting plate 51 abuts against the bottom surface of the lower flange of the steel beam 1, the supporting hanging plate 52 abuts against the top surface of the lower flange of the steel beam 1, the supporting hanging plate 52 corresponds to the supporting plate 51, the lower flange of the steel beam 1 is clamped between the supporting hanging plate 52 and the supporting plate 51, and therefore the supporting and reinforcing effects of the whole supporting and reinforcing member 5 on the steel beam 1 are improved.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (6)
1. The utility model provides a support node for factory building reinforcement, is including girder steel (1) and steel column (2) that are used for constituting the factory building steel construction, its characterized in that: the steel beam (1) is connected with the steel column (2), a connecting reinforcing piece (3) is arranged between the upper flange of the steel beam (1) and the flange at one side of the steel column (2), and a supporting reinforcing piece (5) is arranged between the lower flange of the steel beam (1) and the flange at one side of the steel column (2);
the connecting and reinforcing part (3) comprises a beam connecting plate (31) and a column connecting plate (32), the beam connecting plate (31) and the column connecting plate (32) are integrally formed, the beam connecting plate (31) abuts against the upper flange of the steel beam (1) and is connected through a first bolt (311), and the column connecting plate (32) abuts against the flange on one side of the steel column (2) and is connected through a second bolt (321);
the upper flange of the steel beam (1) is provided with a beam limiting groove (11) for accommodating the beam connecting plate (31), and the flange on one side of the steel column (2) is provided with a column limiting groove (21) for accommodating the column connecting plate (32).
2. The supporting node for reinforcing the plant according to claim 1, wherein: and reinforcing ribs (4) are arranged between the beam connecting plate (31) and the column connecting plate (32).
3. The supporting node for reinforcing the plant according to claim 1, characterized in that: the supporting and reinforcing member (5) comprises a supporting support plate (51), the supporting support plate (51) is welded on a flange on one side of the steel column (2), and the supporting support plate (51) is abutted to the bottom surface of the lower flange of the steel beam (1).
4. The supporting node for plant reinforcement according to claim 3, characterized in that: the supporting and reinforcing member (5) further comprises a supporting hanging plate (52), the supporting hanging plate (52) is welded to one side flange of the steel column (2), the supporting hanging plate (52) abuts against the top surface of the lower flange of the steel beam (1), and the supporting hanging plate (52), the lower flange of the steel beam (1) and the supporting support plate (51) are connected through a third bolt (53).
5. The supporting node for plant reinforcement according to claim 4, characterized in that: the support hanging plate (52) is provided with an avoiding groove (6) for accommodating the web plate of the steel beam (1).
6. The supporting node for reinforcing the plant according to claim 3, wherein: and a support rib plate (7) is arranged between the support supporting plate (51) and the flange at one side of the steel column (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221438217.7U CN217783037U (en) | 2022-06-09 | 2022-06-09 | Supporting node for reinforcing factory building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221438217.7U CN217783037U (en) | 2022-06-09 | 2022-06-09 | Supporting node for reinforcing factory building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217783037U true CN217783037U (en) | 2022-11-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221438217.7U Active CN217783037U (en) | 2022-06-09 | 2022-06-09 | Supporting node for reinforcing factory building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217783037U (en) |
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2022
- 2022-06-09 CN CN202221438217.7U patent/CN217783037U/en active Active
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