CN214034879U - A antidetonation reinforced structure for frame construction node - Google Patents
A antidetonation reinforced structure for frame construction node Download PDFInfo
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- CN214034879U CN214034879U CN202021861754.3U CN202021861754U CN214034879U CN 214034879 U CN214034879 U CN 214034879U CN 202021861754 U CN202021861754 U CN 202021861754U CN 214034879 U CN214034879 U CN 214034879U
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Abstract
The utility model discloses an antidetonation reinforced structure for frame construction node, its characterized in that: the beam column reinforcing member mainly comprises a beam column side reinforcing steel plate, a U-shaped steel plate hoop and bolts, wherein the beam column side reinforcing steel plate is fixed with a cylindrical surface through the bolts, the U-shaped steel plate hoop is distributed on the lower surface of the beam, and two ends of the U shape are respectively connected with the beam column side reinforcing steel plates on two side surfaces of the fixed beam; the floor reinforcing member mainly comprises a floor reinforcing steel plate, a bottom reinforcing steel bar and split bolts, wherein the floor reinforcing steel plate is provided with a through hole matched with the column, the floor reinforcing steel plate is divided into two halves by a cutting line passing through the through hole and welded into an integral structure during installation, the floor reinforcing steel plate is positioned on the upper surface of the node floor, the bottom reinforcing steel bar is distributed on the lower surface of the corresponding floor, and the floor reinforcing steel bar and the bottom reinforcing steel bar are fixedly connected through the split bolts. The utility model discloses strengthen the intensity of beam column node, construction convenience, the installation rate is fast.
Description
Technical Field
The utility model relates to a reinforced structure of frame construction beam column node, concretely relates to adopt node reinforced structure of outsourcing steel sheet.
Background
The first decade of the 21 st century has entered the global earthquake advanced stage, and a large number of reinforced concrete frame structures are destroyed and even collapsed after the earthquake. Most of the frame structure buildings are designed by adopting old specifications, only vertical loads are considered, and seismic design is not carried out, so that the core areas of frame columns, beams and nodes have small hoop matching rate, poor shearing resistance and ductility and insufficient seismic performance. Thus, a large number of non-ductile reinforced concrete frame structures that have not experienced an earthquake or have experienced only a low level of seismic action without significant damage in the seismic zone face a significant risk of collapse at higher levels of seismic action that may occur in the future.
Failure of beam-column joints in non-ductile reinforced concrete frame structures is often the primary cause of structural collapse in whole or in part, however it is not practical to push all such structures to rebuild. Therefore, effective reinforcement of the main vulnerable parts (beam-column joints) in the non-ductile frame structure is of great significance for avoiding collapse accidents in the future.
The reinforcing of the beam column joint can be realized by adopting an outer steel sleeve. In the prior art, a steel sleeve is generally formed by welding, for example, chinese patent application CN108798055A discloses a method for reinforcing a beam-column joint of a frame structure in which ECC is combined with an outer-coated steel plate, the outer-coated steel plate is pasted on the periphery of a cleared chiseled area, the steel plates are welded into an integral outer-coated steel sleeve, and the ECC prepared in advance is filled in a gap between the outer-coated steel sleeve and the chiseled area and then cured. The ECC can transmit the shearing force of the original structure to the outer-wrapping steel sleeve, so that the steel plate and the original structure bear the shearing force together. In addition, there are also angle steels or corbel structures that are reinforced with steel plates, but the steel plates are all welded on site. In the technical scheme, the beams and columns of the nodes are reinforced in a mode of wrapping the steel sleeves externally, but on one hand, the wrapped steel sleeves are formed by welding steel plates on site, the site construction consumes long time, and the construction is difficult in some scenes; on the other hand, although the shear force bearing capacity of the existing beam and column can be enhanced to a certain degree through steel wrapping, the stress transmission mode of the beam and column cannot be adjusted, and the reinforcing effect is influenced.
Therefore, it is necessary to provide a new earthquake-resistant reinforcing structure to simplify the construction, improve the reinforcing efficiency, and ensure the reinforcing quality.
Disclosure of Invention
The utility model aims at providing an antidetonation reinforced structure for frame construction node realizes the reinforcement of beam column node through the institutional advancement, improves the reinforcement effect when simplifying the reinforcement work progress.
In order to achieve the purpose of the invention, the technical scheme adopted by the utility model is as follows: an anti-seismic reinforcing structure for a frame structure node comprises a beam column reinforcing member and a floor slab reinforcing member, wherein the beam column reinforcing member mainly comprises a plurality of beam column side reinforcing steel plates, a plurality of U-shaped steel plate hoops and a plurality of bolts, the beam column side reinforcing steel plates are fixed with a cylindrical surface through the bolts, the U-shaped steel plate hoops are distributed on the lower surface of a beam, and two ends of the U shape are respectively connected with the beam column side reinforcing steel plates on two side surfaces of a fixed beam; the floor slab reinforcing member mainly comprises a floor reinforcing steel plate, a plurality of bottom reinforcing steel bars and a plurality of split bolts, wherein the floor reinforcing steel plate is provided with a through hole matched with the column, the floor reinforcing steel plate is divided into two halves by a cutting line passing through the through hole and welded to the cutting line to form an integral structure when being installed, the floor reinforcing steel plate is positioned on the upper surface of the node floor slab, the bottom reinforcing steel bars are distributed on the lower surface of the corresponding floor slab and fixedly connected with the floor slab through the split bolts.
Among the above-mentioned technical scheme, the upper end of beam column side reinforcement steel sheet and one side welded fastening who leans on the roof beam in the bottom surface reinforcing billet make whole structure constitute an organic whole fixed.
According to the technical scheme, the cross beam column joint is provided with 4 beam column side reinforcing steel plates, each beam column side reinforcing steel plate is of an integrated structure formed by a first beam panel, a first bend, a first column panel, a second bend, a second column panel, a third bend and a second beam panel, the first bend and the third bend are inwards concave bends, the second bend is outwards convex bends, and the bends are 90 degrees.
Further technical scheme, the height of first roof beam panel and second roof beam panel highly cooperates with the side of roof beam, first post panel and second post panel penetrate the floor respectively and upwards extend and constitute upper portion cylinder reinforced structure, and first post panel and second post panel highly downwardly extending form lower part cylinder reinforced structure from the beam surface lower surface respectively.
In the upper cylindrical surface reinforcing structure and the lower cylindrical surface reinforcing structure, a plurality of hoop plates are welded between a second cylindrical surface in one beam-column side reinforcing steel plate and a first cylindrical surface in the other beam-column side reinforcing steel plate which are adjacent, so that the whole upper cylindrical surface reinforcing structure and the whole lower cylindrical surface reinforcing structure are sleeved on the periphery of the cylinders.
In the above technical scheme, the floor reinforcing steel plate is an octagonal steel plate, wherein the two pairs of short sides are respectively parallel to the four faces of the column and have the same width as the column surface, and the other four long sides are respectively connected with the adjacent short sides at an angle of 135 degrees.
The bottom surface reinforcing steel bar comprises 8 first reinforcing steel bars arranged along the side edges of the beams and 8 second reinforcing steel bars arranged in parallel to four long edges respectively, and floor reinforcing steel plates positioned on the floor slab are fixedly connected with the first reinforcing steel bars and the second reinforcing steel bars through a plurality of split bolts respectively.
In the technical scheme, the side node comprises 2 beam column side reinforcing steel plates which are respectively arranged in 2 space parts on two sides of a vertical beam of the side node, a plane reinforcing steel plate is arranged on the rear side of the side beam of the side node, and the plane reinforcing steel plate and the beam column side reinforcing steel plate are fixedly connected through a plurality of U-shaped steel plate hoops at the bottom end of the beam; in the upper cylindrical surface reinforcing structure and the lower cylindrical surface reinforcing structure, angle steels are respectively arranged at two column edges at the rear side of the side node, a plurality of hoop plates are respectively welded between a second column surface in one beam-column side reinforcing steel plate and a first column surface in the other beam-column side reinforcing steel plate, between a first column surface in one beam-column side reinforcing steel plate and one angle steel, between a second column surface in the other beam-column side reinforcing steel plate and the other angle steel, and between adjacent surfaces of the two angle steels, so that the whole upper cylindrical surface reinforcing structure and the whole lower cylindrical surface reinforcing structure are sleeved around the columns.
The floor reinforcing steel plate is composed of a straight edge part covering the edge beam, a beam part vertical to the straight edge part and triangular parts connecting the straight edge part and the beam part, and the straight edge part and the beam part have the same width with the cylindrical surface; the bottom surface is consolidated the billet and is included the edge a plurality of first reinforcement billets that correspond to the below of straight limit portion and crossbeam portion respectively that the side of roof beam set up are consolidated the billet in a plurality of seconds that are on a parallel with triangle-shaped portion hypotenuse setting respectively, be located the floor on the floor consolidate the steel sheet respectively through a plurality of tie bolts with billet fixed connection is consolidated to first reinforcement billet and second.
The technical scheme includes that the angle joint comprises 1 beam-column side reinforcing steel plate, 90-degree bent right-angle reinforcing steel plates are arranged on the back sides of two beams, and the right-angle reinforcing steel plates and the beam-column side reinforcing steel plates are fixedly connected through a plurality of U-shaped steel plate hoops; in the upper cylindrical surface reinforcing structure and the lower cylindrical surface reinforcing structure, angle steels are respectively arranged at 3 edges of the corner cylinder, and a plurality of hoop plates are respectively welded among a first cylindrical surface, a second cylindrical surface and adjacent angle steels and among adjacent surfaces of the angle steels in the beam-column side reinforcing steel plate, so that the whole upper cylindrical surface reinforcing structure and the whole lower cylindrical surface reinforcing structure are sleeved on the periphery of the cylinder.
The floor reinforcing steel plate is composed of two vertical side parts which cover the two side beams and are perpendicular to each other and a triangular part which connects the two vertical side parts, and the width of the vertical side parts is the same as that of the cylindrical surface; the bottom surface reinforcing steel bar includes along 2 first reinforcing steel bars that correspond to the below of straight limit portion that the side of roof beam set up, is on a parallel with a plurality of second reinforcing steel bars that triangle-shaped portion hypotenuse set up, be located floor reinforcing steel plate on the floor respectively through a plurality of tie bolts with steel bar fixed connection is consolidated to first reinforcing steel bar and second.
Because of the application of the technical scheme, compared with the prior art, the utility model has the following advantages:
1. the utility model adopts the matching of the beam column reinforcing member and the floor slab reinforcing member, and further enhances the strength of the beam column node through the limitation of the floor slab reinforcing member on the shearing and twisting directions of the beam column while reinforcing the beam column structure at the node;
2. in the utility model, the beam column reinforcing member does not adopt the design of the outer steel jacket in the prior art, so that the welding of continuous seams is not needed, and only local connecting parts, such as a U-shaped steel plate hoop and a hoop plate, need to be respectively welded in a small amount locally, so that the construction is convenient and the installation speed is high;
3. the utility model discloses a beam column side is consolidated steel sheet has adopted 3 times the mode of bending to realize, has solved among the prior art for the connection that realizes the looks proximal surface need carry out the whole welded problem of long seam, and 3 the junctions that correspond of bending do not need the welding, but by the integrative realization of buckling of steel sheet, consequently can process the steel sheet in the mill in advance, made things convenient for the field assembly construction.
Drawings
Fig. 1 is a schematic structural diagram of a cross joint in the embodiment of the present invention;
FIG. 2 is a cross-sectional view A-A of FIG. 1;
FIG. 3 is a cross-sectional view B-B of FIG. 1;
FIG. 4 is a schematic view of the floor reinforcing steel plate of FIG. 1;
FIG. 5 is an expanded view of the side reinforcing steel plate of the beam column of FIG. 1;
FIG. 6 is a schematic structural diagram of an edge node in the embodiment;
FIG. 7 is a cross-sectional view C-C of FIG. 6;
FIG. 8 is a cross-sectional view D-D of FIG. 6;
FIG. 9 is a schematic view of the floor reinforcing steel plate of FIG. 6;
FIG. 10 is a schematic structural diagram of an angular node in an embodiment;
FIG. 11 is a cross-sectional view E-E of FIG. 10;
FIG. 12 is a cross-sectional view F-F of FIG. 10;
fig. 13 is a schematic view of the floor reinforcing steel plate of fig. 10.
Wherein: 1. reinforcing steel plates on the side surfaces of the beam columns; 2. a U-shaped steel plate hoop; 3. a bolt; 4. floor reinforcing steel plates; 5. a bottom surface reinforcing steel bar; 6. oppositely pulling the bolts; 7. a through hole; 8. cutting a line; 9. a floor slab; 10. a first beam panel; 11. first bending; 12. a first pillar panel; 13. second bending; 14. a second column panel; 15. thirdly, bending; 16. a second beam panel; 17. a hoop plate; 18. a first reinforcing steel bar; 19. a second reinforcing steel bar; 20. a planar reinforced steel plate; 21. angle steel; 22. a straight edge portion; 23. a beam section; 24. a triangular portion; 25. and (5) reinforcing the steel plate at right angles.
Detailed Description
The invention will be further described with reference to the following drawings and examples:
the first embodiment is as follows: an earthquake-resistant reinforcing structure for frame structure nodes can be suitable for middle cross nodes, side nodes and corner nodes. Each node is generally composed of a beam column reinforcing member and a floor slab reinforcing member, the beam column reinforcing member is mainly composed of a plurality of beam column side reinforcing steel plates 1, a plurality of U-shaped steel plate hoops 2 and a plurality of bolts 3, the beam column side reinforcing steel plates 1 are fixed with a cylindrical surface through the bolts 3, the U-shaped steel plate hoops 2 are distributed at the lower surface of the beam, and the U-shaped two ends are respectively connected with the beam column side reinforcing steel plates 1 at the two sides of the fixed beam; the floor reinforcing member mainly comprises a floor reinforcing steel plate 4, a plurality of bottom reinforcing steel bars 5 and a plurality of split bolts 6, wherein the floor reinforcing steel plate 4 is provided with a through hole 7 matched with the column, the floor reinforcing steel plate 4 is divided into two halves by a cutting line 8 passing through the through hole 7 and is welded to the cutting line 8 to form an integral structure when being installed, the floor reinforcing steel plate 4 is positioned on the upper surface of a node floor slab 9, the bottom reinforcing steel bars are distributed on the lower surface of the corresponding floor slab 9 and fixedly connected with the floor slab through the split bolts 6.
Referring to fig. 1 to 5, the criss-cross beam-column joint has 4 beam-column side reinforcing steel plates 1 respectively provided in 4 space portions of the criss-cross. Fig. 5 is an expanded view of the beam-column side reinforcing steel plate, and it can be seen that the beam-column side reinforcing steel plate is an integrated structure composed of a first beam panel 10, a first bend 11, a first column panel 12, a second bend 13, a second column panel 14, a third bend 15, and a second beam panel 16, referring to fig. 3, during installation, the first bend and the third bend are inward-concave bends, the second bend is outward-convex bends, and each bend is 90 degrees. Referring to fig. 1, the heights of the first beam panel and the second beam panel are matched with the height of the side surface of the beam, the first column panel and the second column panel respectively penetrate through the floor slab and extend upwards to form an upper cylindrical surface reinforcing structure, and the first column panel and the second column panel respectively extend downwards from the height of the lower surface of the beam surface to form a lower cylindrical surface reinforcing structure.
In fig. 1, in the upper cylindrical surface reinforcing structure and the lower cylindrical surface reinforcing structure, a plurality of hoop plates 17 are welded between the second cylindrical surface of one beam-column side reinforcing steel plate and the first cylindrical surface of the other beam-column side reinforcing steel plate which are adjacent to each other, so that the whole upper cylindrical surface reinforcing structure and the whole lower cylindrical surface reinforcing structure are sleeved on the periphery of the cylinders.
Referring to fig. 4, the floor reinforcing steel plate is an octagonal steel plate and is installed as shown in fig. 2, wherein two pairs of short sides are respectively parallel to four surfaces of the column and have the same width with the cylindrical surface, and the other four long sides are respectively connected with the adjacent short sides at an angle of 135 degrees. As shown in fig. 3, the bottom surface reinforcing steel bar includes 8 first reinforcing steel bars 18 provided along the side edges of the girder and 8 second reinforcing steel bars 19 provided in parallel to the four long edges, respectively, and the floor reinforcing steel plate 4 positioned on the floor is fixedly connected to the first reinforcing steel bars 18 and the second reinforcing steel bars 19 via a plurality of tie bolts 6, respectively.
Referring to fig. 6 to 9, the edge node has 2 beam-column side reinforcing steel plates 1 respectively disposed in 2 space portions at both sides of the vertical beam of the edge node, a planar reinforcing steel plate 20 is disposed at the rear side of the edge beam of the edge node, and the planar reinforcing steel plate and the beam-column side reinforcing steel plate are fixedly connected via a plurality of U-shaped steel plate hoops 2 at the bottom end of the beam; in the upper cylindrical surface reinforcing structure and the lower cylindrical surface reinforcing structure, angle steel 21 is respectively arranged at two column edges at the rear side of the side node, a plurality of hoop plates 17 are respectively welded between a second column surface in one beam column side reinforcing steel plate and a first column surface in the other beam column side reinforcing steel plate, between a first column surface in one beam column side reinforcing steel plate and one angle steel, between a second column surface in the other beam column side reinforcing steel plate and the other angle steel, and between adjacent surfaces of the two angle steels, so that the whole upper cylindrical surface reinforcing structure and the whole lower cylindrical surface reinforcing structure are sleeved on the periphery of the column bodies.
As shown in fig. 9, the floor-reinforcing steel plate is composed of a straight edge portion 22 covering the edge beam, a beam portion 23 perpendicular to the straight edge portion, and a triangular portion 24 connecting the straight edge portion and the beam portion, the straight edge portion and the beam portion having the same width as the cylindrical surface; referring to fig. 8, the bottom surface reinforcing steel bar includes a plurality of first reinforcing steel bars respectively corresponding to the lower portions of the straight edge portion and the beam portion, which are provided along the side edges of the beams, and a plurality of second reinforcing steel bars respectively parallel to the inclined edges of the triangular portions, and the floor reinforcing steel plate positioned on the floor slab is fixedly connected to the first reinforcing steel bars and the second reinforcing steel bars through a plurality of tie bolts, respectively.
Referring to fig. 10 to 13, the corner joint has 1 beam-column side reinforcing steel plate, and on the back sides of the two beams, there are 90 ° bent right-angle reinforcing steel plates 25, and the right-angle reinforcing steel plates 25 and the beam-column side reinforcing steel plates 1 are fixedly connected through a plurality of U-shaped steel plate hoops 2; in the upper cylindrical surface reinforcing structure and the lower cylindrical surface reinforcing structure, angle steels are respectively arranged at 3 edges of the corner cylinder, and a plurality of hoop plates are respectively welded among a first cylindrical surface, a second cylindrical surface and adjacent angle steels and among adjacent surfaces of the angle steels in the beam-column side reinforcing steel plate, so that the whole upper cylindrical surface reinforcing structure and the whole lower cylindrical surface reinforcing structure are sleeved on the periphery of the cylinder.
In fig. 13, the floor reinforcing steel plate is composed of two vertical side portions covering the two side beams and a triangular portion connecting the two vertical side portions, and the vertical side portions have the same width as the cylindrical surface; the bottom surface reinforcing steel bar includes along 2 first reinforcing steel bars that correspond to the below of straight limit portion that the side of roof beam set up, is on a parallel with a plurality of second reinforcing steel bars that triangle-shaped portion hypotenuse set up, be located floor reinforcing steel plate on the floor respectively through a plurality of tie bolts with steel bar fixed connection is consolidated to first reinforcing steel bar and second.
Claims (10)
1. An antidetonation reinforced structure for frame construction node which characterized in that: the beam column reinforcing member mainly comprises a plurality of beam column side reinforcing steel plates, a plurality of U-shaped steel plate hoops and a plurality of bolts, wherein the beam column side reinforcing steel plates are fixed with the cylindrical surface through the bolts, the U-shaped steel plate hoops are distributed on the lower surface of the beam, and the two ends of the U shape are respectively connected with the beam column side reinforcing steel plates on the two side surfaces of the fixed beam; the floor slab reinforcing member mainly comprises a floor reinforcing steel plate, a plurality of bottom reinforcing steel bars and a plurality of split bolts, wherein the floor reinforcing steel plate is provided with a through hole matched with the column, the floor reinforcing steel plate is divided into two halves by a cutting line passing through the through hole and welded to the cutting line to form an integral structure when being installed, the floor reinforcing steel plate is positioned on the upper surface of the node floor slab, the bottom reinforcing steel bars are distributed on the lower surface of the corresponding floor slab and fixedly connected with the floor slab through the split bolts.
2. An earthquake-resistant reinforcing structure for a frame structure node according to claim 1, characterized in that: each beam column side reinforcing steel plate is an integral structure formed by a first beam panel, a first bend, a first column panel, a second bend, a second column panel, a third bend and a second beam panel, wherein the first bend and the third bend are inwards concave bends, the second bend is outwards convex bends, and the bends are 90 degrees.
3. An earthquake-resistant reinforcing structure for a frame structure node according to claim 2, characterized in that: the height of first beam panel and second beam panel highly cooperates with the side of roof beam, first post panel and second post panel penetrate the floor respectively and upwards extend and constitute upper portion cylinder reinforced structure, and first post panel and second post panel highly downwardly extending form lower part cylinder reinforced structure from the beam surface lower surface respectively.
4. An earthquake-resistant reinforcing structure for a frame structure node according to claim 3, characterized in that: the cross beam column joint comprises cross beam column joints, 4 beam column side reinforcing steel plates and 4 space parts which are arranged in a cross; in the upper cylindrical surface reinforcing structure and the lower cylindrical surface reinforcing structure, a plurality of hoop plates are welded between a second cylindrical surface in one beam-column side reinforcing steel plate and a first cylindrical surface in the other beam-column side reinforcing steel plate which are adjacent, so that the whole upper cylindrical surface reinforcing structure and the whole lower cylindrical surface reinforcing structure are sleeved on the periphery of the cylinders.
5. An earthquake-resistant reinforcing structure for a frame structure node according to claim 4, characterized in that: the floor reinforcing steel plate is an octagonal steel plate, wherein two pairs of short sides are respectively parallel to four faces of the column and are the same as the width of the column surface, and the other four long sides are respectively connected with the adjacent short sides at an angle of 135 degrees.
6. An earthquake-resistant reinforcing structure for a frame structure node according to claim 5, characterized in that: the bottom surface reinforcing steel bar comprises 8 first reinforcing steel bars arranged along the side edges of the beams and 8 second reinforcing steel bars arranged in parallel to four long edges respectively, and floor reinforcing steel plates positioned on the floor slab are fixedly connected with the first reinforcing steel bars and the second reinforcing steel bars through a plurality of split bolts respectively.
7. An earthquake-resistant reinforcing structure for a frame structure node according to claim 3, characterized in that: the side reinforcing steel plate is fixedly connected with the side reinforcing steel plate of the beam column through a plurality of U-shaped steel plate hoops at the bottom end of the beam; in the upper cylindrical surface reinforcing structure and the lower cylindrical surface reinforcing structure, angle steels are respectively arranged at two column edges at the rear side of the side node, a plurality of hoop plates are respectively welded between a second column surface in one beam-column side reinforcing steel plate and a first column surface in the other beam-column side reinforcing steel plate, between a first column surface in one beam-column side reinforcing steel plate and one angle steel, between a second column surface in the other beam-column side reinforcing steel plate and the other angle steel, and between adjacent surfaces of the two angle steels, so that the whole upper cylindrical surface reinforcing structure and the whole lower cylindrical surface reinforcing structure are sleeved around the columns.
8. An earthquake-resistant reinforcing structure for a frame structure node according to claim 7, characterized in that: the floor reinforcing steel plate is composed of a straight edge part covering the edge beam, a beam part vertical to the straight edge part and triangular parts connecting the straight edge part and the beam part, and the straight edge part and the beam part have the same width with the cylindrical surface; the bottom surface is consolidated the billet and is included the edge a plurality of first reinforcement billets that correspond to the below of straight limit portion and crossbeam portion respectively that the side of roof beam set up are consolidated the billet in a plurality of seconds that are on a parallel with triangle-shaped portion hypotenuse setting respectively, be located the floor on the floor consolidate the steel sheet respectively through a plurality of tie bolts with billet fixed connection is consolidated to first reinforcement billet and second.
9. An earthquake-resistant reinforcing structure for a frame structure node according to claim 3, characterized in that: the angle joint comprises 1 beam-column side reinforcing steel plate, 90-degree bent right-angle reinforcing steel plates are arranged on the back sides of two beams, and the right-angle reinforcing steel plates and the beam-column side reinforcing steel plates are fixedly connected through a plurality of U-shaped steel plate hoops; in the upper cylindrical surface reinforcing structure and the lower cylindrical surface reinforcing structure, angle steels are respectively arranged at 3 edges of the corner cylinder, and a plurality of hoop plates are respectively welded among a first cylindrical surface, a second cylindrical surface and adjacent angle steels and among adjacent surfaces of the angle steels in the beam-column side reinforcing steel plate, so that the whole upper cylindrical surface reinforcing structure and the whole lower cylindrical surface reinforcing structure are sleeved on the periphery of the cylinder.
10. An earthquake-resistant reinforcing structure for a frame structure node according to claim 9, characterized in that: the floor reinforcing steel plate is composed of two vertical side parts which cover the two side beams and are perpendicular to each other and a triangular part which connects the two vertical side parts, and the width of the vertical side parts is the same as that of the cylindrical surface; the bottom surface reinforcing steel bar includes along 2 first reinforcing steel bars that correspond to the below of straight limit portion that the side of roof beam set up, is on a parallel with a plurality of second reinforcing steel bars that triangle-shaped portion hypotenuse set up, be located floor reinforcing steel plate on the floor respectively through a plurality of tie bolts with steel bar fixed connection is consolidated to first reinforcing steel bar and second.
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| CN202021861754.3U CN214034879U (en) | 2020-08-31 | 2020-08-31 | A antidetonation reinforced structure for frame construction node |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117266620A (en) * | 2023-11-23 | 2023-12-22 | 北京工业大学 | Reinforcing device and reinforcing method for beam column joints |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN117266620A (en) * | 2023-11-23 | 2023-12-22 | 北京工业大学 | Reinforcing device and reinforcing method for beam column joints |
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