CN214302203U - Self-resetting steel frame connecting node capable of being rapidly assembled - Google Patents
Self-resetting steel frame connecting node capable of being rapidly assembled Download PDFInfo
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- CN214302203U CN214302203U CN202023183570.9U CN202023183570U CN214302203U CN 214302203 U CN214302203 U CN 214302203U CN 202023183570 U CN202023183570 U CN 202023183570U CN 214302203 U CN214302203 U CN 214302203U
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Abstract
The utility model discloses a but rapid Assembly from restoring to throne steel frame connected node relates to the building engineering field, including fixed connection's upper prop, center pillar and lower prop, the girder steel of two level extensions of fixedly connected with on the center pillar, two girder steels are arranged along the center pillar symmetry, and still support between lower prop and the girder steel from restoring to throne and support. The utility model discloses make the path of biography power direct reliable, convenient construction and reuse have obviously improved the whole anti side of structure, antitorque ability and the ability of bearing the vertical load effect, have strengthened the connection of node, have improved the power consumption ability of node, satisfy the multichannel and set up defences, and accord with the antidetonation design requirement of "strong node weak member".
Description
Technical Field
The utility model relates to a building engineering field particularly, but rapid Assembly's from restoring to throne steel frame connected node is related to.
Background
The fabricated steel structure building has the advantages of environmental protection with four sections and one section, light dead weight, easy factory production and on-site rapid assembly, conforms to the industrialized requirements of the building vigorously advocated by the nation, and has good popularization potential. The technical difficulties of the assembly type steel frame structure are mainly concentrated on beam-column connection nodes, and the existing beam-column nodes mainly adopt connection modes such as all-welded connection, bolted connection and all-bolt connection, so that the welding rigidity is relatively high, the operation is complex, and the welding quality is not easy to guarantee. From the existing earthquake damage situation, the damage situation of the bolted and welded steel structure mixed joint is serious, in northern Ling earthquake of 1994 and Japanese Saka earthquake of 1995, the beam ends in a large number of welded joints are not subjected to plastic hinge according to the design expectation, but a large number of brittle failures are generated, so that a large number of steel frames are cracked and collapsed, and the casualty is serious. Although various scholars have conducted a great deal of research and proposed some novel joints or improved traditional welding joints, the problems of large welding workload, complex welding process, difficulty in ensuring welding quality and the like are not solved. Compared with the prior art, the node adopting the bolt connection has the advantages of being quick in construction, reducing labor intensity, reducing pollution to construction environment and the like although the rigidity is lower than that of welding, and belongs to the environment-friendly building.
Disclosed in the prior art is a semi-welded semi-bolted beam-column joint connection device of an assembled steel structural system [ application No.: CN201510059592.9, the connecting device comprises a column base connecting plate (1), a beam end connecting plate (2), an upper column flange (3), a lower column flange (4), a truss beam end upper chord member and lower chord member (5), a node short column lower end flange (6), a node short column (7) and a node short column upper end flange (8); the upper end flange (8) of the node short column and the lower end flange (6) of the node short column are respectively welded at the upper end and the lower end of the node short column (7); a short column upper end flange (8) is connected with an upper column flange (3) through a bolt a (9), and a short column lower end flange (6) is connected with a lower column flange (4) through a bolt a (9); the column base connecting plate 12(1) is welded on the outer side surface of the node short column (7), and the upper end and the lower end of the column base connecting plate (1) are respectively welded with the upper end flange (8) and the lower end flange (6) of the node short column into a whole; the upper end and the lower end of an upper chord (5) and a lower chord (5) at the truss girder end are respectively welded with an upper end flange (8) of the node short column and a lower end flange (6) of the node short column into a whole; the beam end connecting plate (2) is connected with the column base connecting plate (1) through a bolt c (11); the beam end connecting plate (2) is welded with the upper chord member and the lower chord member (5) at the truss beam end at the other side into a whole, and the beam end connecting plate (2) is butted with the vertical flanges of the upper chord member and the lower chord member at the truss beam end during welding; the upper column flange (3) and the lower column flange (4) are respectively connected with the upper chord (5) and the lower chord (5) at the truss girder end at the other side through bolts b (10) to clamp the upper chord (5) and the lower chord (5) at the truss girder end. This wall frame post among the prior art is vertical continuous, and adopt the double angle steel to carry out the way that the floor was strengthened, the bearing capacity and the ductility of node have been improved to a certain extent, but with it when practical application, construction requirement to welding is higher, there is certain technical defect, the welding part of node junction is more, not only be unfavorable for the ductility development and the power consumption of component, and because the inhomogeneous shrink during the cooling, there is residual stress in making the component, probably make the component get into plasticity in advance, simultaneously because inhomogeneous breathing makes the component produce residual deformation, popularization and application is restricted.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a but rapid Assembly from restoring to throne steel frame connected node, it is direct reliable to make the biography power route, makes things convenient for construction and reuse, has obviously improved the whole ability of anti side, antitorque ability and bearing vertical load effect of structure, has strengthened the connection of node, has improved the power consumption ability of node, satisfies the multichannel and sets up defences, and accords with the antidetonation design requirement of "strong node weak member".
For realizing the purpose of the utility model, the technical proposal adopted is that: the utility model provides a but rapid Assembly's from restoring to throne steel frame connected node, includes fixed connection's upper prop, center pillar and lower prop, the girder steel of two horizontal extensions of fixedly connected with on the center pillar, two girder steels are arranged along the center pillar symmetry, and still support between lower prop and the girder steel from restoring to throne and support.
Furthermore, the self-resetting support comprises a central coupler and inner cores connected to two ends of the central coupler, and end connectors are fixedly connected to the ends of the inner cores; the inner core is further sleeved with a spring and a round pipe, the spring is tightly abutted between the central coupler and the round pipe, and the other end of the round pipe is tightly abutted with the end connector.
Furthermore, still be equipped with the baffle that multiunit axial interval was arranged on the pipe, every group baffle includes the baffle that two intervals were arranged, and still is equipped with a plurality of interval springs between two baffles.
Furthermore, a plurality of guide pipes are connected between two partition plates in each group of partition plates, and a plurality of spacing springs are sleeved on the plurality of guide pipes one by one.
Further, the pipe outer wall still is equipped with a plurality of axially extended floor, and every floor all is fixed jointly with a plurality of baffles.
Furthermore, the end connector comprises a connecting piece fixedly connected with the inner core and a connecting end plate fixedly connected to the connecting piece; and the connecting end plate is also fixedly connected with a T-shaped seat which is used for being connected with the steel beam or the lower column.
Furthermore, a steel pipe is packaged outside the circular pipe.
Further, have upper portion flange, lower part flange and two connecting plates on the center pillar, two connecting plates are arranged along the center pillar symmetry, and the both ends of connecting plate are fixed with upper portion flange, lower part flange respectively, and the girder steel is fixed with upper portion flange, lower part flange, connecting plate jointly.
Furthermore, the girder steel is the I-shaped girder steel, and the top flange and the upper portion flange of girder steel are fixed, and the web and the connecting plate of girder steel are fixed, and the bottom flange and the lower part flange of girder steel are fixed.
Furthermore, the two sides of the web plate of the steel beam are also provided with pressing plates, and the web plate of the steel beam is fixed on the connecting plate through the two pressing plates.
Further, the center pillar both ends all have the annular, and upper portion flange, lower part flange are fixed respectively in two annular, and the upper prop lower extreme has the lower end plate, and the lower prop upper end has the upper end plate, and the lower end plate is fixed with the upper portion flange, and the upper end plate is fixed with the lower part flange.
Furthermore, the upper end of the middle column is inserted into the upper column, and the lower end of the middle column is inserted into the lower column.
The utility model has the advantages that,
the self-resetting support is connected between the lower column and the steel beam, so that a certain contraction area is formed between the lower column and the steel beam, and after the contraction between the steel beam and the lower column exceeds an allowable value, the self-resetting support can exert certain reaction force to restore the original position of the steel beam; carry out anti-seismic performance through this connected node and experimental, when loading extreme condition, this connected node has formed the plasticity hinge at the girder steel end, makes this connected node power consumption use the girder steel power consumption to be given first place to, and girder steel end power consumption accounts for than reaching more than 70% of this connected node total power consumption, and the power consumption mechanism is superior, makes the utility model discloses a bearing capacity is higher than traditional connected node about 50%, obviously is superior to traditional connected node on the bearing capacity index.
Through set up the interval spring between two baffles in the baffle group to set up the spring between pipe and central authorities coupler, make from the reset support after the atress, certain reaction force can be given to spring and interval spring homoenergetic, makes the girder steel resume original position fast, makes this connected node's destruction greatly reduced.
The utility model provides a support from restoring to throne cooperates through inner core, pipe and steel pipe jointly, forms the three lines of defence that support from restoring to throne, makes to support from restoring to throne and satisfy the power consumption requirement completely.
When the utility model is processed, except the upper flange, the lower flange and the two connecting plates which are installed by welding, the other parts are connected by bolts, so that the welding part is greatly reduced when the connecting node is processed, and the residual stress caused by excessive welding is greatly reduced; and simultaneously, the utility model discloses well welding seam dispersion, the heat affected zone that arouses is little, makes welding seam and the metal welding residual stress around the welding seam little, has reduced the possibility of connected node welding seam fracture under the earthquake action.
The utility model discloses in insert respectively through the both ends of two center pillars and establish in last post, lower post, make the lower extreme of last post and the upper end of lower post share the bolt shear force, the column wall of restriction upper prop, center pillar, lower post takes place sunken deformation, participates in the earthquake power consumption.
The utility model has the advantages that the construction process of the node assembly is simple, the earthquake-resistant performance is superior, the engineering application prospect is good, the industrial production can be realized in factories, and the transportation is more favorable compared with the traditional welding and semi-welding; meanwhile, the method has the advantages of less field relative operation, low requirement on construction, less environmental pollution, low carbon emission and the like, and meets the national development requirement on green buildings.
Drawings
Fig. 1 is a structural diagram of a self-resetting steel frame connecting node capable of being rapidly assembled;
FIG. 2 is a structural view of an upper column;
FIG. 3 is a structural view of the lower column;
FIG. 4 is a structural view of a steel beam;
FIG. 5 is a block diagram of the upper flange;
FIG. 6 is a block diagram of the lower flange;
FIG. 7 is a structural view of the center pillar;
FIG. 8 is a block diagram of a platen;
FIG. 9 is a view showing an installation structure of an upper flange, a lower flange and a connecting plate;
FIG. 10 is a block diagram of a self-resetting brace;
FIG. 11 is an internal structural view of the self-righting brace;
FIG. 12 is a view showing the structure of the installation of the core;
FIG. 13 is a structural view of a round tube;
FIG. 14 is a view showing the construction of the mounting of the spacing spring;
fig. 15 is a view showing an installation structure of the center coupler, the core, and the connecting member.
Reference numbers and corresponding part names in the drawings:
1. the self-resetting support comprises an upper column, 2, a steel beam, 3, a lower column, 4, a middle column, 5, a self-resetting support, 6, a lower end plate, 7, an upper end plate, 8, an upper flange, 9, a lower flange, 10, a ring groove, 11, a pressing plate, 12 and a connecting plate;
21. upper flange, 22, web, 23, lower flange;
500. the central coupler comprises a central coupler 501, an inner core 502, a spring 503, a round pipe 504, a partition plate 505, a rib plate 506, a spacing spring 507, a guide pipe 508, a connecting piece 509, a connecting end plate 510, a T-shaped seat 511 and a steel pipe.
Detailed Description
The present invention will be described in further detail below with reference to specific embodiments and with reference to the accompanying drawings.
As shown in fig. 1, the self-resetting steel frame connection node capable of being rapidly assembled provided by the utility model comprises an upper column 1, a middle column 4 and a lower column 3 which are fixedly connected in sequence by bolts, wherein the upper column 1, the middle column 4 and the lower column 3 are all hollow rectangular tubes, two horizontally extending steel beams 2 which are fixedly connected by bolts are installed on the middle column 4, and the two steel beams 2 are symmetrically arranged along the central axis of the middle column 4, so that the two steel beams 2 and the middle column 4 are arranged in a cross shape; a self-resetting support 5 is further supported between the lower column 3 and the steel beam 2, one end of the self-resetting support 5 is fixed with the lower column 3 through a bolt, the other end of the self-resetting support 5 is fixed with the steel beam 2 through a bolt, the lower column 3, the steel beam 2 and the self-resetting support 5 are arranged in a triangular shape, and therefore the self-resetting support 5 supports the steel beam 2; meanwhile, the self-resetting support 5 has a certain expansion amount, so that a certain contraction area is formed between the steel beam 2 and the lower column 3, after the steel beam 2 is acted by an acting force, the acting force exerted on the steel beam 2 acts on the self-resetting support 5, so that energy consumption exerted on the steel beam 2 can be absorbed through the self-resetting support 5, meanwhile, the self-resetting support 5 can exert a certain reaction force, so that the steel beam 2 is restored to the original position, the damage to a connecting node is reduced, the side and torsion resistance and the capability of bearing the vertical load action of the whole structure are obviously improved, the connection of the node is enhanced, the requirements of 'strong node and weak rod' are met, the force transmission path is direct and reliable, and the construction and the recycling are convenient.
Preferably, as shown in fig. 10 to 15, the self-resetting support 5 includes a central coupler 500 and two inner cores 501, the inner cores 501 are steel bars, both sides of the central coupler 500 are provided with threaded holes, and the end of the inner core 501 has an external thread matching with the threaded hole, so that the inner core 501 and the central coupler 500 are fixed by threaded connection; the other end of the inner core 501 is also connected with a connector, so that the inner core 501 is fixed with the lower column 3 or the steel beam 2 through the connector; the inner core 501 is further sleeved with a spring 502 and a circular tube 503, the circular tube 503 is in clearance fit with the inner core 501, the spring 502 is tightly propped against the middle of the circular tube 503 and the central coupler 500, and the circular tube 503 is tightly propped against the space between the connector and the spring 502, so that the circular tube 503 cannot shake on the inner core 501; after girder steel 2 received the effort, girder steel 2 can pass through the connector with the effort and transmit inner core 501, at this moment, the effort that the connector received can transmit pipe 503, pipe 503 receives the effort after and acts on spring 502, spring 502 is compressed, spring 502 absorbs the effort that pipe 503 transmitted this moment, and spring 502 recovers through self elasticity after the compression, thereby make pipe 503 receive a reverse effort, pipe 503 passes through the connector with reverse effort and transmits for girder steel 2, make girder steel 2 receive a reverse effort, thereby make girder steel 2 resume original position, thereby reduce the destruction to the connected node.
Preferably, still be equipped with the baffle 504 that the multiunit axial interval was arranged on the pipe 503, baffle 504 and pipe 503 structure as an organic whole, every group baffle 504 includes the baffle 504 that two intervals were arranged, still be equipped with a plurality of interval springs 506 between two baffle 504, a plurality of interval springs 506 are arranged along the even interval of circumferencial direction of pipe 503, after pipe 503 received the effort, pipe 503 transmits for behind baffle 504, the reaction force of interval springs 506 to baffle 504 is more even, makes the atress of pipe 503 more stable.
Preferably, still be connected with a plurality of stand pipes 507 between two baffle 504 in every group baffle 504, a plurality of stand pipes 507 and a plurality of interval spring 506 one-to-one, and a plurality of interval spring 506 divide the cover to establish on a plurality of stand pipes 507 one by one, the both ends of interval spring 506 support tightly with the medial surface of two baffle 504 respectively, when making interval spring 506 absorb the effort, stand pipe 507 can disperse the effort of baffle 504, effectively reduce the damage to baffle 504, guaranteed the intensity of pipe 503.
Preferably, the outer wall of the circular tube 503 is further provided with a plurality of ribs 505 extending in the axial direction, the plurality of ribs 505 are uniformly distributed at intervals along the circumferential circumference of the circular tube 503, two ends of each rib 505 are flush with two ends of the circular tube 503, the ribs 505, the circular tube 503 and the partition 504 are of an integrated structure, the ribs 505 can support the partition 504, the partition 504 can be dispersed through the ribs 505 after being subjected to an acting force, damage to the partition 504 is reduced, and stability of the partition 504 is greatly improved.
Preferably, the end connector comprises a connecting piece 508 fixedly connected with the inner core 501 and a connecting end plate 509 fixedly connected to the connecting piece 508, the connecting piece 508 is in a shaft shape, one end of the connecting piece 508 is provided with a threaded hole, the end of the inner core 501 is provided with an external thread, the inner core 501 is screwed and fixed in the connecting piece 508 to realize the fixation between the inner core 501 and the connecting piece 508, the other end of the connecting piece 508 is provided with a clamping groove, the connecting end plate 509 is clamped in the clamping groove, and the connecting end plate 509 and the connecting piece 508 are fixed by bolts, so that the connection between the connecting end plate 509 and the connecting piece 508 is simpler, and the stability between the connecting end plate 509 and the connecting piece 508 is ensured; the connecting end plate 509 is fixedly connected with a T-shaped seat 510 used for being connected with the steel beam 2 or the lower column 3 through bolts, the vertical part of the T-shaped seat 510 is fixed with the connecting end plate 509, and the horizontal part of the T-shaped seat 510 is fixedly connected with the steel beam 2 or the lower column 3 through bolts, so that the self-resetting support 5 and the steel beam 2 or the lower column 3 are stable, and the self-resetting support 5 is more convenient to connect with the steel beam 2 or the lower column 3.
Preferably, a steel pipe 511 is further enclosed outside the circular pipe 503, when the partition plate 504 is rectangular, the steel pipe 511 is rectangular, when the partition plate 504 is circular, the steel pipe 511 is circular, that is, the shape of the steel pipe 511 can be adjusted according to the shape of the partition plate 504, the circumferential surface of the steel pipe 511 is fixed together with the partition plates 504 by using screws, two ends of the steel pipe 511 are closed, the closing plates at two ends of the steel pipe 511 are abutted against the end surface of the connecting piece 508, so that a part of the connecting piece 508, which is subjected to an acting force, is transmitted to the inner core 501, another part of the connecting piece is transmitted to the steel pipe 511 and is transmitted to the partition plate 504 through the steel pipe 511, and the acting force transmitted to the partition plate 504 is absorbed by the spacing spring 506, so that the spacing spring 506 can fully absorb the energy consumption of the steel beam 2; through the cooperation of spacing spring 506 and spring 502 together, make the energy consumption of girder steel 2 all absorbed more than 70% to greatly reduced the damage of connected node.
Preferably, as shown in fig. 2 to 9, the center pillar 4 is provided with an upper flange 8, a lower flange 9 and two connecting plates 12, the upper flange 8, the lower flange 9 and the two connecting plates 12 are all welded and fixed with the center pillar 4, the upper end of the connecting plate 12 is fixed with the upper flange 8, the lower end of the connecting plate 12 can be fixed with the lower flange 9, the two connecting plates 12 are symmetrically arranged along the center pillar 4, and the steel beams 2 are jointly fixed with the upper flange 8, the lower flange 9 and the connecting plates 12; the length of lower part flange 9 is greater than the length of upper portion flange 8, can not only realize and girder steel 2 between be connected, make lower part flange 9 can support the junction of girder steel 2, make the connection between girder steel 2 and the center pillar 4 more firm, and make girder steel 2 and upper portion flange 8, when lower part flange 9 is connected, girder steel 2 and upper portion flange 8's connecting point misplaces with girder steel 2 and lower part flange 9's connecting point, make girder steel 2 and connecting plate 12, upper portion flange 8, the steadiness between lower part flange 9 is higher.
Preferably, the steel beam 2 is an i-shaped steel beam, the upper flange 21 of the steel beam 2 is fixedly connected with the upper flange 8 through bolts, the web 22 of the steel beam 2 is fixedly connected with the connecting plate 12 through bolts, the lower flange 23 of the steel beam 2 is fixedly connected with the lower flange 9 through bolts, so that the steel beam 2 is fixed at three points, and the fixed points of the upper flange 21 of the steel beam 2, the web plate 22 of the steel beam 2 and the lower flange 23 of the steel beam 2 are not on the same vertical plane, so that the fixed points of the steel beam 2 are divided into three dispersed points, when the steel beam 2 uses acting force, the acting force applied to the steel beam 2 is not concentrated on the same vertical plane, so that the stability between the steel beam 2 and the center post 4 is greatly improved, thereby effectively prevent 2 junctions of girder steel fracture, make this connected node's steadiness improve greatly, prevent this connected node inefficacy, make this connected node's life longer.
Preferably, the clamp plate 11 is still equipped with in the web 22 both sides of girder steel 2, and the web 22 of girder steel 2 fixes on connecting plate 12 jointly through two clamp plates 11, makes the web 22 of girder steel 2 and the junction of connecting plate 12 compress tightly the cladding through clamp plate 11, makes the intensity between web 22 of girder steel 2 and the connecting plate 12 higher, makes the steadiness between web 22 of girder steel 2 and the connecting plate 12 improve greatly, makes the steadiness of this connected node improve greatly.
Preferably, center pillar 4 both ends all have annular 10, and upper portion flange 8, lower part flange 9 are fixed respectively in two annular 10, make upper portion flange 8 and lower part flange 9 when the welding, and the solder that the welding produced is filled in annular 10, not only make the connection effect of upper portion flange 8, lower part flange 9 and center pillar 4 better, and make the outer wall of center pillar 4 more smooth level, make the stability of center pillar 4 self better. The lower end of the upper column 1 is fixedly welded with a lower end plate 6, the upper end of the lower column 3 is fixedly welded with an upper end plate 7, the upper end plate 7 and the lower end plate 6 are flange plates, the lower end plate 6 and an upper flange 8 are fixed through bolts, the upper end plate 7 and a lower flange 9 are fixed through bolts, and the upper column 1, the middle column 4 and the lower column 3 are connected and fixed together through bolts.
Preferably, the upper end of the middle column 4 is inserted into the upper column 1, and the lower end of the middle column 4 is inserted into the lower column 3, so that the lower end of the upper column 1 and the upper end of the lower column 3 can share the shearing force of the bolt, and the column walls of the upper column 1, the middle column 4 and the lower column 3 are limited to be sunken and deformed to participate in the energy consumption of earthquake.
When the utility model is processed, the lower flange 9 is welded and fixed on the middle column 4, then the connecting plate 12 is welded and fixed with the lower flange 9 and the middle column 4, and finally the upper flange 8 is welded on the middle column 4, and the upper flange 8 is fixed with the connecting plate 12; inserting the upper column 1 into the upper end of the middle column 4, fixing the lower end plate 6 on the upper column 1 and the upper flange 8 by bolts, inserting the lower column 3 into the lower end of the middle column 4, and fixing the upper end plate 7 on the lower column 3 and the lower flange 9 by bolts; the upper flange 21 of the steel beam 2 is fixed with the upper flange 8 through bolts, the lower flange 23 of the steel beam 2 is fixed with the lower flange 9 through bolts, and the web 22 of the steel beam 2 and the connecting plate 12 are fixed with bolts through two pressing plates 11.
Connecting two inner cores 501 with a central coupler 500, sleeving a spring 502, a circular tube 503 and closing plates at two ends of a steel tube 511 on the inner cores 501, screwing a connecting piece 508 on the inner cores 501, packaging the steel tube 511 on a ribbed plate 505 and a partition plate 504 together, inserting a connecting end plate 509 on the connecting piece 508, fixing the connecting end plate 509 and a T-shaped seat 510 through bolts, and completing the assembly of the self-resetting support 5; and finally, fixing the T-shaped seats 510 at the two ends of the self-resetting support 5 with the lower column 3 and the lower flange 23 of the steel beam 2 through bolts.
When the utility model is processed, except the upper flange 8, the lower flange 9 and the two connecting plates 12 are installed by welding, the other parts are connected by bolts, so that the welding part is greatly reduced when the connecting node is processed, and the residual stress caused by excessive welding is greatly reduced; and simultaneously, the utility model discloses well welding seam dispersion, the heat affected zone that arouses is little, makes welding seam and the metal welding residual stress around the welding seam little, has reduced the possibility of connected node welding seam fracture under the earthquake action.
The utility model has the advantages that the construction process of the node assembly is simple, the earthquake-resistant performance is superior, the engineering application prospect is good, the industrial production can be realized in factories, and the transportation is more favorable compared with the traditional welding and semi-welding; meanwhile, the method has the advantages of less field relative operation, low requirement on construction, less environmental pollution, low carbon emission and the like, and meets the national development requirement on green buildings.
The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (10)
1. The utility model provides a but rapid Assembly's from restoring to throne steel frame connected node, its characterized in that, including fixed connection's last post (1), center pillar (4) and lower post (3), two horizontally extending's of fixedly connected with girder steel (2) on center pillar (4), two girder steels (2) are arranged along center pillar (4) symmetry, and still support between lower post (3) and girder steel (2) and have from restoring to throne and support (5).
2. The quick-assemblable self-resetting steel frame connection node according to claim 1, characterized in that the self-resetting brace (5) comprises a central coupler (500), an inner core (501) connected to both ends of the central coupler (500), and end connectors fixedly connected to the ends of the inner core (501); the inner core (501) is further sleeved with a spring (502) and a circular tube (503), the spring (502) is tightly propped between the central coupler (500) and the circular tube (503), and the other end of the circular tube (503) is tightly propped against the end connector.
3. The quick-assembly self-resetting steel frame connecting joint according to claim 2, wherein a plurality of groups of axially spaced partition plates (504) are further arranged on the circular tube (503), each group of partition plates (504) comprises two spaced partition plates (504), and a plurality of spacing springs (506) are further arranged between the two partition plates (504).
4. The quick-assembly self-resetting steel frame connecting node as claimed in claim 3, wherein a plurality of guide tubes (507) are connected between two partition plates (504) in each group of partition plates (504), and a plurality of spacing springs (506) are sleeved on the plurality of guide tubes (507) one by one.
5. A quick-fit self-resetting steel frame connecting node according to claim 3, wherein the outer wall of the circular tube (503) is further provided with a plurality of axially extending ribs (505), each rib (505) being co-fixed with a plurality of spacers (504).
6. The quick-assemblable self-resetting steel frame connection node according to claim 2, wherein the end connector comprises a connector (508) fixedly connected to the inner core (501), a connection end plate (509) fixedly connected to the connector (508); and the connecting end plate (509) is also fixedly connected with a T-shaped seat (510) used for being connected with the steel beam (2) or the lower column (3).
7. The quick-assembly self-resetting steel frame connection node according to claim 2, characterized in that a steel pipe (511) is further encapsulated outside the circular pipe (503).
8. The quick-assembly self-resetting steel frame connecting node according to any one of claims 1 to 7, characterized in that the center pillar (4) is provided with an upper flange (8), a lower flange (9) and two connecting plates (12), the two connecting plates (12) are symmetrically arranged along the center pillar (4), two ends of each connecting plate (12) are respectively fixed with the upper flange (8) and the lower flange (9), and the steel beam (2) is jointly fixed with the upper flange (8), the lower flange (9) and the connecting plates (12).
9. The quick-assemblable self-resetting steel frame connecting node according to claim 8, wherein the steel beam (2) is an I-shaped steel beam, the upper flange (21) of the steel beam (2) is fixed to the upper flange (8), the web (22) of the steel beam (2) is fixed to the connecting plate (12), and the lower flange (23) of the steel beam (2) is fixed to the lower flange (9).
10. The quick-assembly self-resetting steel frame connecting node as claimed in claim 9, wherein the two sides of the web (22) of the steel beam (2) are further provided with pressing plates (11), and the web (22) of the steel beam (2) is jointly fixed on the connecting plate through the two pressing plates (11); furthermore, ring grooves (10) are formed in two ends of the middle column (4), the upper flange (8) and the lower flange (9) are respectively fixed in the two ring grooves (10), the lower end of the upper column (1) is provided with a lower end plate (6), the upper end of the lower column (3) is provided with an upper end plate (7), the lower end plate (6) is fixed with the upper flange (8), and the upper end plate (7) is fixed with the lower flange (9); furthermore, the upper end of the middle column (4) is inserted into the upper column (1), and the lower end of the middle column (4) is inserted into the lower column (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023183570.9U CN214302203U (en) | 2020-12-25 | 2020-12-25 | Self-resetting steel frame connecting node capable of being rapidly assembled |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023183570.9U CN214302203U (en) | 2020-12-25 | 2020-12-25 | Self-resetting steel frame connecting node capable of being rapidly assembled |
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| CN214302203U true CN214302203U (en) | 2021-09-28 |
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| CN202023183570.9U Active CN214302203U (en) | 2020-12-25 | 2020-12-25 | Self-resetting steel frame connecting node capable of being rapidly assembled |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115094951A (en) * | 2022-07-21 | 2022-09-23 | 北京工业大学 | Local assembly type anti-seismic toughness subway station structure |
| CN115094951B (en) * | 2022-07-21 | 2024-05-24 | 北京工业大学 | Local assembly type anti-seismic tough subway station structure |
-
2020
- 2020-12-25 CN CN202023183570.9U patent/CN214302203U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115094951A (en) * | 2022-07-21 | 2022-09-23 | 北京工业大学 | Local assembly type anti-seismic toughness subway station structure |
| CN115094951B (en) * | 2022-07-21 | 2024-05-24 | 北京工业大学 | Local assembly type anti-seismic tough subway station structure |
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