CN114922293A - Node structure of composite steel pipe concrete column and steel beam and manufacturing method thereof - Google Patents
Node structure of composite steel pipe concrete column and steel beam and manufacturing method thereof Download PDFInfo
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- CN114922293A CN114922293A CN202210567203.3A CN202210567203A CN114922293A CN 114922293 A CN114922293 A CN 114922293A CN 202210567203 A CN202210567203 A CN 202210567203A CN 114922293 A CN114922293 A CN 114922293A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
- E04B1/34326—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by longitudinal elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
- E04B1/5806—Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile
- E04B1/5812—Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile of substantially I - or H - form
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
- E04B2001/5875—Connections for building structures in general of bar-shaped building elements using exterior clamping plates or shells
Abstract
The invention discloses a node structure of a composite steel pipe concrete column and a steel beam in the technical field of building node structures, which comprises the composite steel pipe concrete column and an H-shaped steel beam, wherein a prefabricated steel beam sleeve is fixedly connected to the side surface of the composite steel pipe concrete column, the end part of the H-shaped steel beam is sleeved with the prefabricated steel beam sleeve, two side surfaces of a web plate of the H-shaped steel beam are respectively provided with a brass friction plate and connected through a pre-tightening bolt, a web plate and a flange of the H-shaped steel beam are correspondingly provided with a sliding bolt hole and connected with the prefabricated steel beam sleeve through a high-strength bolt, two sides of the web plate of the H-shaped steel beam and two sides of the web plate of the prefabricated steel beam sleeve are respectively provided with an anchoring plate, an SMA rod is connected between the H-shaped steel beam and the anchoring plates at the same side of the prefabricated steel beam sleeve, the node structure has friction energy consumption and automatic resetting capability, all parts are connected by bolts, no welding and the like on site, and the reliability is better, the installation and the disassembly are more convenient.
Description
Technical Field
The invention relates to the technical field of beam column joint structures, in particular to a joint structure of a composite steel pipe concrete column and a steel beam and a manufacturing method thereof.
Background
The prior publications disclose or disclose the technical situation used: the existing assembly type self-reset energy consumption node mostly adopts prestressed steel strands, SMA materials and the like to provide reset force, and meanwhile, a reset device mostly adopts a construction field installation mode.
In 22 months 5 in 2020, the invention patent publication number of the disk spring self-reset node connecting device is authorized and published by the national intellectual property bureau is as follows: CN 111188425A, this invention relates to a disc spring is from restoring to throne nodal connection device, belongs to building structure engineering technical field, and the device comprises steel column, cantilever stub beam, intermediate beam, disc spring resetting means, U-shaped attenuator, connecting steel sheet, post stiffening rib, anchor plate 7, roof beam stiffening rib, high-strength bolt 14. The steel column is welded with the cantilever short beam, the cantilever short beam is connected with the middle beam through the connecting steel plate bolt, and the disc spring resetting device and the U-shaped damper are arranged between the upper flange and the lower flange of the steel beam. Under the action of earthquake, the node bears bending moment and shearing force through the U-shaped damper and the connecting steel plate, energy input from the outside is consumed, and after the earthquake action disappears, the self-resetting of the node is realized through the disc spring resetting device. The technical scheme has the defects that the U-shaped damper is still high in yield strength, hysteresis energy consumption is not easy to generate under medium and small earthquakes, the yield strength adjustability is poor, the damping design requirements of different functional structures cannot be fully met, the rigidity of the structure is increased by the U-shaped damper, and the rigidity of the whole structure is increased. Simultaneously, the dish spring that this technique used needs higher preparation precision to guarantee that the load deviation is in the allowed range, is unfavorable for promoting.
In 2021, 01.01.01.01.01, the national intellectual property office authorizes the utility model patent publication number of "a rotatable self-resetting node connection structure of assembled concrete beam column" to be: CN 212271213U, the utility model discloses a precast reinforced concrete roof beam and precast reinforced concrete post pass through the cooperation of U type connection steel sheet key and the steel sheet key is connected perpendicularly to the chevron, the steel sheet key is connected to U type and the chevron is connected that the steel sheet key sets up relatively and is connected through the cooperation of rotational positioning bolt group, realize rotating relatively, a plurality of prestressing tendons cross precast reinforced concrete roof beam in proper order, U type connection steel sheet key and chevron are connected the steel sheet key, wear out from the precast reinforced concrete post at last, and it is fixed through prestressing tendon ground tackle. The technical scheme has the defect that the mechanical property of the node is asymmetrical when the beam column rotates in a reciprocating mode, so that the node is not favorable under the reciprocating action of an earthquake and causes difficulty in design. In addition, when bolt pretightening force is applied, the two side faces of the U-shaped connecting steel plate key are bent to a certain extent due to no support, and when the node rotates, the contact surface between the U-shaped connecting steel plate key and the E-shaped connecting steel plate key tends to be separated, so that the reliability of friction energy consumption is reduced. Meanwhile, the construction progress is restricted by adopting a post-tensioning mode for the prestressed tendons in the technical scheme.
11/5/2021, the national intellectual property office authorizes the utility model patent publication number of "a prefabricated assembled concrete is from restoring to throne beam column node device" to be: CN 213174152U, the invention comprises two semi-rectangular frames above and below, the left and right ends of the two frames are respectively connected with the upper and lower ends of the two steel plates to form a rectangular frame structure; the upper part and the lower part in the rectangular frame structure are respectively provided with a hydraulic buffer device, and the left end and the right end of the hydraulic buffer device are respectively connected with the left end and the right end of the frame; a rotating device is arranged between the two hydraulic buffering devices, and the left end and the right end of the rotating device are connected with the steel plate respectively. The technical scheme has the defects that very high contact stress often exists in the pin shaft connection, and under the action of an earthquake, the pin shaft is in close contact with the lug plate, so that extrusion stress is easily generated, and the pin shaft is damaged under pressure. Meanwhile, the hydraulic buffer device is high in price and not beneficial to daily maintenance and large-scale popularization and use of the node.
Based on the above, the invention designs a node structure of a composite steel pipe concrete column and a steel beam and a manufacturing method thereof, so as to solve the problems.
Disclosure of Invention
The invention aims to provide a node structure of a composite steel pipe concrete column and a steel beam and a manufacturing method thereof, and aims to solve the technical problems.
In order to realize the purpose, the invention provides the following technical scheme: a node structure of a composite steel pipe concrete column and a steel beam comprises the composite steel pipe concrete column and an H-shaped steel beam, wherein a prefabricated steel beam sleeve is fixedly connected to the side face of the composite steel pipe concrete column, the end portion of the H-shaped steel beam is sleeved with the prefabricated steel beam sleeve, brass friction plates are arranged on two side faces of a web plate of the H-shaped steel beam and connected through pre-tightening bolts, sliding bolt holes are correspondingly formed in the web plate and a flange of the H-shaped steel beam and connected with the prefabricated steel beam sleeve through high-strength bolts, anchoring plates are arranged on two sides of the web plate of the H-shaped steel beam and two sides of the web plate of the prefabricated steel beam sleeve, and SMA rods are connected between the H-shaped steel beam and the anchoring plates on the same side of the prefabricated steel beam sleeve.
Preferably, the compound steel pipe concrete column is formed by connecting a middle section and an upper section and a lower section, the connecting end is provided with a flange plate, and the upper flange plate and the lower flange plate are locked and fixed through a flange bolt.
Preferably, the upper side and the lower side of the middle section outer wall are fixedly sleeved with reinforcing ring plates, and the prefabricated steel beam sleeves are fixedly installed on the upper side and the lower side of the reinforcing ring plates through high-strength bolts.
Preferably, the two parallel and spaced anchoring plates are arranged on the two sides of the H-shaped steel beam and the web plate of the prefabricated steel beam sleeve, and two stiffening plates which are vertically distributed at intervals are arranged between the two anchoring plates.
Preferably, the SMA rods on the same side are provided with three groups which are distributed between the two stiffening plates at intervals, and two ends of the SMA rods penetrate through the anchoring plates and are locked by anchor heads in a pulling manner.
A manufacturing method of a node structure of a composite steel pipe concrete column and a steel beam comprises the following steps:
Compared with the prior art, the invention has the beneficial effects that:
the invention aims to solve the technical problem that a steel beam sleeve fixed on a compound steel pipe concrete column is tightly pressed with a beam end connecting section through a pre-tightening bolt, so that ideal relative sliding can be generated between the steel beam sleeve and the beam end, and a pre-buried brass friction plate is driven to generate friction energy consumption; simultaneously, a stiffening plate and an anchoring plate are reserved at the steel beam sleeve and the beam end connecting section respectively, and SMA rods with different quantities can be installed according to design requirements. When the beam-column node is subjected to relative movement deformation, the shape memory effect generated by the SMA rods can provide a resetting force required by resetting for the beam-column node.
The material used in the patent is a steel and shape memory total material, wherein the steel beam sleeve can be designed according to the section size of the used H-shaped steel beam, and the prefabrication difficulty is low; meanwhile, the SMA bar is a hyperelastic shape memory alloy which is widely used at present, and has excellent self-resetting characteristics and better energy consumption characteristics.
In addition, in the invention, all the parts are connected by bolts, and the procedures such as welding and the like are not needed on site, so that the reliability is better, and the installation and the disassembly are more convenient.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the description of the embodiments will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained based on these drawings without creative efforts.
FIG. 1 is a perspective view of a beam-column joint of the present invention;
FIG. 2 is a perspective view of a composite concrete filled steel tubular column 1 according to the present invention;
FIG. 3 is a perspective view of the H-shaped steel beam 2 of the present invention;
FIG. 4 is a perspective view of the steel beam sleeve 5 of the present invention;
FIG. 5 is a perspective view of the reinforcement ring plate 4 of the present invention;
fig. 6 is a perspective view of SMA bar 6 of the present invention.
In the drawings, the components represented by the respective reference numerals are listed below:
1: compound steel pipe concrete column 2: prefabricating an H-shaped steel beam 3: and (4) flange plate: reinforcing ring plate 5: prefabricating a steel beam sleeve 6: SMA bar 7: the anchoring plate 8: the stiffening plate 9: the pre-tightening bolt 10: flange bolts 11: slide bolt hole 12: brass friction plate 13: anchor head 14: high-strength bolt.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-2, the present invention provides a technical solution: a node structure of a compound steel pipe concrete column and a steel beam and a manufacturing method thereof are disclosed, the device comprises a compound steel pipe concrete column 1, an H-shaped steel beam 2, a flange plate 3, a flange bolt 10, a reinforcing ring plate 4, a prefabricated steel beam sleeve 5, a high-strength bolt 14, a brass friction plate 12, a pre-tightening bolt 9, a stiffening plate 8, an anchoring plate 7, an SMA (shape memory alloy) bar 6 and a sliding bolt hole 11, and the node structure is characterized in that the steel beam sleeve 5 is prefabricated according to the cross section size of the H-shaped steel beam 2 and is connected with the compound steel pipe concrete column 1 through an upper reinforcing ring plate and a lower reinforcing ring plate 4;
the brass friction plate 12 is welded at the web plate of the beam end; the steel beam sleeve 5, the brass friction plate 12 and the H-shaped steel beam 2 are tightly pressed and connected through a pre-tightening bolt 9; the steel beam sleeve 5 and the H-shaped steel beam 2 are respectively prefabricated with anchor plates 7, stiffening plates 8 are welded between the anchor plates 7 on one side to ensure the stability of the steel beam sleeve and the H-shaped steel beam, and then the SMA rods 6 are fixed at the anchor plates 7 on two sides through anchorage devices 13;
the flange plate 3 is welded on the outer steel tube of the compound steel tube concrete column 1, and the upper compound column and the lower compound column are connected through a flange bolt 10;
the H-shaped steel beam 2 is connected with the steel beam sleeve 5 through the high-strength bolt 14, the assembly of the beam-column joint is completed, sliding bolt holes 11 are reserved in the flange and the web of the H-shaped steel beam 2, the relative sliding of the beam-column joint is achieved, and the H-shaped steel beam has the characteristic of displacement correlation.
Compared with the traditional reinforced concrete column, the compound steel pipe concrete column 1 adopted by the invention is more friendly to an assembled frame structure.
Firstly, the adopted composite steel pipe concrete column 1 is connected through the upper flange plate and the lower flange plate 3, so that the assembly performance is better;
secondly, compound steel core concrete column 1 who adopts possesses more convenient prefabrication: the inner and outer steel pipes adopted by the compound steel pipe concrete column 1 can be used as templates when core concrete is poured, so that extra work of assembling and disassembling the templates is avoided, and the prefabrication process is simplified.
The designed node is completely symmetrical about the neutral axis, so that the performance of the node under the action of positive and negative bending moments is consistent. Taking the positive bending moment as an example, when the beam column slides relatively under the action of the positive bending moment, the high-strength bolt 14 and the SMA rod 6 at the flange of the steel beam share the tensile force, and the node shearing force is mainly borne by the high-strength bolt 14. Therefore, the deformation of the node is mainly concentrated on the high-strength bolt 14 and the SMA bar 6, and in the repair after the earthquake, the connection strength before the earthquake can be recovered only by simply heating or replacing the SMA bar 6 or loosening and replacing the high-strength bolt 14, so that the repair is convenient and quick.
In the friction energy dissipation design adopted by the invention, sliding bolt holes 11 are reserved at the flange and the web plate of the beam end, so that the relative sliding between the steel beam sleeve 5 and the steel beam is realized, and further, the friction effect is generated, and the friction energy dissipation is generated.
In practical application, the size and the position of the sliding bolt hole 11 can be flexibly designed according to the designed anti-seismic requirement, and the damage to the node energy consumption performance caused by collision of the high-strength bolt 14 and the wall of the sliding bolt hole 11 under the action of large earthquake is avoided.
Meanwhile, due to the existence of the steel beam sleeve 5, the buckling of the part of the steel beam participating in friction caused by overlarge design of the sliding force is avoided, and the reliability of friction energy consumption is further ensured.
The SMA rod material 6 designed by the invention can provide enough bearing capacity, the anchoring end of the SMA rod material is fixed at the anchoring plates 7 at two sides through the anchorage device, and meanwhile, the diameter ratio of the threaded part and the smooth part is increased so as to avoid the wire material breakage problem possibly occurring at the anchoring end due to complex stress.
The manufacturing method of the assembled self-resetting compound steel pipe concrete column 1-steel beam joint comprises the following steps:
1. manufacturing a steel beam sleeve 5, designing the steel beam sleeve 5 according to the size of the H-shaped steel beam 2, wherein the size of a web plate of the steel beam sleeve 5 is the sum of the thicknesses of a steel beam web plate and a brass friction plate 12, and the size of a flange is slightly larger than that of a steel beam flange so as to realize relative sliding of the steel beam flange and the steel beam flange; welding a certain number of anchoring plates 7 and stiffening plates 8 according to design; holes are formed according to the diameter sizes of the high-strength bolt 14 and the pre-tightening bolt 9;
2. manufacturing an H-shaped steel beam 2, welding a brass friction plate 12 at a web plate, and arranging a sliding bolt hole 11 according to the diameter size of a pre-tightening bolt 9; welding a certain number of anchoring plates 7 and stiffening plates 8 according to the design, wherein holes are reserved on the anchoring plates 7 according to the diameter size of the SMA rods 6; sliding bolt holes 11 are formed in the wing edges according to the diameter of the high-strength bolt 14, and the positions and the intervals of the holes correspond to the steel beam sleeves 5 accurately;
3. manufacturing a compound concrete-filled steel tubular column 1, and welding an upper flange plate 3, a lower flange plate 3 and an upper reinforcing ring plate 4 and a lower reinforcing ring plate 4 at corresponding positions; forming holes 10 for flange bolts 10 on the flange plate 3 according to the sizes of the flange bolts 10, and forming holes on the reinforcing ring plate 4 according to the sizes of the high-strength bolts 14;
4. assembling on site, and connecting the prefabricated compound concrete-filled steel tubular columns 1 through upper and lower flange plates;
5. fixing the prefabricated steel beam sleeve 5 at a corresponding position of the compound concrete-filled steel tubular column 1 through a reinforcing ring plate 4 and a high-strength bolt 14;
6. connecting the steel beam sleeve 5 and the H-shaped steel beam 2, wherein one end of the SMA bar 6 can be anchored at the corresponding position of the H-shaped steel beam 2, and the other end of the SMA bar is anchored after the H-shaped steel beam 2 is aligned with and connected with the steel beam sleeve 5; and (4) tightening the pre-tightening bolt 9 according to design requirements to complete node assembly.
In the description of the invention, it is to be understood that the terms "coaxial", "bottom", "one end", "top", "middle", "other end", "upper", "one side", "top", "inner", "front", "center", "two ends", and the like, indicate orientations or positional relationships based on those shown in the drawings, and are used only for convenience in describing the invention and for simplicity in description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed in a particular orientation, and be operated, and thus, are not to be construed as limiting the invention.
In the present invention, unless otherwise specifically stated or limited, the terms "mounted," "disposed," "connected," "fixed," "screwed" and the like are to be construed broadly, e.g., as being fixedly connected, detachably connected, or integrated; can be mechanically or electrically connected; the terms may be directly connected or indirectly connected through an intermediate, and may be communication between two elements or interaction relationship between two elements, unless otherwise specifically defined, and the specific meaning of the terms in the invention is understood by those skilled in the art according to specific situations.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides a node structure of compound steel core concrete column and girder steel which characterized in that: the composite steel pipe concrete column comprises a composite steel pipe concrete column (1) and an H-shaped steel beam (2), a prefabricated steel beam sleeve (5) is fixedly connected to the side face of the composite steel pipe concrete column (1), the end portion of the H-shaped steel beam (2) is sleeved with the prefabricated steel beam sleeve (5), brass friction plates (12) are arranged on the two side faces of a web plate of the H-shaped steel beam (2) and connected through pre-tightening bolts (9), sliding bolt holes (11) are correspondingly arranged on the web plate and a flange of the H-shaped steel beam (2) and connected with the prefabricated steel beam sleeve (5) through high-strength bolts (14), anchoring plates (7) are arranged on the two sides of the web plate of the H-shaped steel beam (2) and the two sides of the web plate of the prefabricated steel beam sleeve (5), and SMA rods (6) are connected between the H-shaped steel beam (2) and the anchoring plates (7) on the same side of the prefabricated steel beam sleeve (5).
2. The joint structure of a composite concrete filled steel tubular column and a steel beam according to claim 1, wherein: the compound steel pipe concrete column (1) is formed by connecting a middle section and an upper section and a lower section, a flange plate (3) is arranged at a connecting end, and the upper flange plate and the lower flange plate (3) are locked and fixed through flange bolts (10).
3. A composite concrete filled steel tubular column and steel beam joint structure according to claim 2, wherein: the prefabricated steel beam sleeve (5) is fixedly installed on the upper side and the lower side of the middle section outer wall through the reinforcing ring plates (4) in a sleeved mode through high-strength bolts (14).
4. The joint structure of a composite concrete filled steel tubular column and a steel beam according to claim 1, wherein: two parallel spaced stiffening plates (8) are arranged on the anchoring plates (7) on two sides of the web plate of the H-shaped steel beam (2) and the prefabricated steel beam sleeve (5), and two stiffening plates (8) are arranged between the two anchoring plates (7) and are distributed at intervals up and down.
5. The joint structure of a composite concrete filled steel tubular column and steel beam according to claim 4, wherein: the SMA rods (6) on the same side are provided with three groups which are distributed between the two stiffening plates (8) at intervals, and the two ends of the SMA rods (6) penetrate through the anchoring plates (7) and are locked by pulling through anchor heads (13).
6. The method for manufacturing a node structure of a composite concrete filled steel tubular column and a steel beam according to claim 1, comprising the steps of:
step 1, manufacturing a steel beam sleeve (5), designing the steel beam sleeve (5) according to the size of the H-shaped steel beam (2), wherein the size of a web plate of the steel beam sleeve (5) is the sum of the thicknesses of a steel beam web plate and a brass friction plate (12), and the size of a flange is slightly larger than that of a steel beam flange so as to realize relative sliding of the steel beam web plate and the brass friction plate; welding a certain number of anchoring plates (7) and stiffening plates (8) according to the design; holes are formed according to the diameter sizes of the high-strength bolt (14) and the pre-tightening bolt (9);
step 2, manufacturing an H-shaped steel beam (2), welding a brass friction plate (12) at a web plate, and forming a sliding bolt hole (11) according to the diameter size of the pre-tightening bolt (9); welding a certain number of anchoring plates (7) and stiffening plates (8) according to the design, wherein holes are reserved on the anchoring plates (7) according to the diameter size of the SMA rods (6); sliding bolt holes (11) are formed in the wing edges according to the diameter of the high-strength bolt (14), and the positions and the intervals of the holes are accurate to correspond to the steel beam sleeves (5);
step 3, manufacturing the compound steel pipe concrete column (1), and welding an upper flange plate and a lower flange plate (3) and an upper reinforcing ring plate and a lower reinforcing ring plate (4) at corresponding positions; holes of the flange bolts (10) are formed in the flange plate (3) according to the sizes of the flange bolts (10), and holes are formed in the reinforcing ring plate (4) according to the sizes of the high-strength bolts (14);
step 4, field assembly, namely, connection of the prefabricated compound concrete-filled steel tubular column (1) is realized through an upper flange and a lower flange;
step 5, fixing the prefabricated steel beam sleeve (5) at the corresponding position of the compound steel pipe concrete column (1) through the reinforcing ring plate (4) and the high-strength bolt (14);
step 6, connecting the steel beam sleeve (5) and the H-shaped steel beam (2), wherein one end of the SMA bar (6) can be anchored at the corresponding position of the H-shaped steel beam (2), and the other end of the SMA bar is anchored after the H-shaped steel beam (2) is aligned with and connected with the steel beam sleeve (5); and (4) tightening the pre-tightening bolt (9) according to design requirements to finish the node assembly.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210567203.3A CN114922293A (en) | 2022-05-24 | 2022-05-24 | Node structure of composite steel pipe concrete column and steel beam and manufacturing method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210567203.3A CN114922293A (en) | 2022-05-24 | 2022-05-24 | Node structure of composite steel pipe concrete column and steel beam and manufacturing method thereof |
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| CN114922293A true CN114922293A (en) | 2022-08-19 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202210567203.3A Pending CN114922293A (en) | 2022-05-24 | 2022-05-24 | Node structure of composite steel pipe concrete column and steel beam and manufacturing method thereof |
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| CN (1) | CN114922293A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107761957A (en) * | 2017-11-29 | 2018-03-06 | 江苏大学 | New Sleeve quadrate steel pipe column and H profile steel beam assembling type node and its construction method |
| CN108277890A (en) * | 2018-04-18 | 2018-07-13 | 山东大学 | Self-resetting bean column node and steel building based on SMA bars |
| CN207988140U (en) * | 2017-11-29 | 2018-10-19 | 江苏大学 | New Sleeve quadrate steel pipe column and H profile steel beam assembling type node |
| CN108824918A (en) * | 2018-07-22 | 2018-11-16 | 北京工业大学 | Self-resetting can assemble the girder pre-stressed accentric support steel frame of multistage after shake |
| US20190376273A1 (en) * | 2017-12-21 | 2019-12-12 | Qingdao university of technology | Assembled self-recovery circular concrete-filled steel-tube composite joint |
-
2022
- 2022-05-24 CN CN202210567203.3A patent/CN114922293A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107761957A (en) * | 2017-11-29 | 2018-03-06 | 江苏大学 | New Sleeve quadrate steel pipe column and H profile steel beam assembling type node and its construction method |
| CN207988140U (en) * | 2017-11-29 | 2018-10-19 | 江苏大学 | New Sleeve quadrate steel pipe column and H profile steel beam assembling type node |
| US20190376273A1 (en) * | 2017-12-21 | 2019-12-12 | Qingdao university of technology | Assembled self-recovery circular concrete-filled steel-tube composite joint |
| CN108277890A (en) * | 2018-04-18 | 2018-07-13 | 山东大学 | Self-resetting bean column node and steel building based on SMA bars |
| CN108824918A (en) * | 2018-07-22 | 2018-11-16 | 北京工业大学 | Self-resetting can assemble the girder pre-stressed accentric support steel frame of multistage after shake |
Non-Patent Citations (1)
| Title |
|---|
| 蒋民华: "《神奇的新材料》", 济南：山东科学技术出版社 * |
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