CN116446541A - Building beam column connection structure of antidetonation reinforcement - Google Patents
Building beam column connection structure of antidetonation reinforcement Download PDFInfo
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- CN116446541A CN116446541A CN202310712370.7A CN202310712370A CN116446541A CN 116446541 A CN116446541 A CN 116446541A CN 202310712370 A CN202310712370 A CN 202310712370A CN 116446541 A CN116446541 A CN 116446541A
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- 230000002787 reinforcement Effects 0.000 title claims abstract description 16
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 45
- 238000009434 installation Methods 0.000 claims description 9
- 238000010030 laminating Methods 0.000 claims description 2
- 239000000853 adhesive Substances 0.000 claims 1
- 230000001070 adhesive effect Effects 0.000 claims 1
- 238000000034 method Methods 0.000 claims 1
- 230000001105 regulatory effect Effects 0.000 abstract 1
- 238000003756 stirring Methods 0.000 abstract 1
- 229910000831 Steel Inorganic materials 0.000 description 4
- 230000035939 shock Effects 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 2
- 238000001125 extrusion Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 210000001503 joint Anatomy 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
Classifications
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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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
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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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
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- Environmental & Geological Engineering (AREA)
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- Business, Economics & Management (AREA)
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- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Electrochemistry (AREA)
- Mechanical Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses a building beam column connecting structure for seismic reinforcement, which belongs to the technical field of building beam columns, and comprises a main building upright column, wherein a side building beam is attached to the outer side of the main building upright column, a mounting plate is fixed on an outer side bolt of the main building upright column, and a splice plate is mounted at the upper end of the mounting plate; further comprises: and the adjusting plate is rotationally connected to the outer side of the splice plate, and the adjusting plate in an unfolded vertical state is fixed with the splice plate through bolts. This building beam column connection structure of antidetonation reinforcement is provided with the reinforcing frame, stirs the regulating plate and rotates, can drive regulation pole control reinforcing frame and remove, will adjust the pole gradual slope form and distribute, utilizes the regulation pole and the cover of slope distribution to establish at the outside reinforcing frame of side building beam, consolidates main building stand and side building beam and supports, disperses beam column connected node's bearing capacity, avoids its connected node's bearing capacity great, realizes beam column connected node's reinforcement.
Description
Technical Field
The utility model relates to the technical field of building beams and columns, in particular to a building beam and column connecting structure for seismic reinforcement.
Background
The building beam column is a core area of the building bearing structure, and the gravity of the whole floor is concentrated on the beam and the column, so that the connection stability of the building beam column is important.
The building beam column connecting structure comprises an upper mounting plate, a lower mounting plate and a connecting support plate, wherein the publication number CN218091335U is named as an assembled building beam column connecting structure, one end of the connecting support plate is connected with the upper mounting plate, and the other end of the connecting support plate is connected with the lower mounting plate; the connecting support plate is characterized in that the upper mounting plate and the lower mounting plate are both configured to have a polygonal structure, and at least two connecting support plates are correspondingly arranged on each side of the upper mounting plate and/or the lower mounting plate. The utility model can solve the problem of higher labor hour for opening and closing during assembly, and can solve the problems of unstable connection and insufficient supporting force up and down.
Above-mentioned prior art utilizes structure such as last mounting panel, lower mounting panel, connection support board to realize the butt joint between the beam column, and this connected mode only utilizes the board to increase the node support at the concatenation mouth to use the bolt to fix, do not scatter the support to the bearing capacity of beam column connected node, lead to the bearing capacity of its node great, and shock resistance reinforcement nature is lower, and the vibration force can lead to the bolt not hard up moreover, can not guarantee the assembly steadiness between connection structure and the beam column when the bolt is not hard up.
Another publication No. CN204435563U name is a building beam column node connection structure, comprising: the steel pipe column is provided with an installation opening, and a guard plate is fixedly connected to the circumference of the installation opening; the sheath is vertically and fixedly connected to the inner side of the guard plate; the two ends of the precast concrete beam are externally extended with overlap joint reinforcing steel bars; the lap joint steel bars extend into the steel pipe column from the mounting openings and are fixedly connected with cast-in-place concrete in the steel pipe column. The connecting node provided by the utility model has the advantages of simple manufacture and installation, high construction speed, short construction period and reasonable structural stress.
The prior art uses the mounting port to splice, the bearing capacity of the beam column connecting node is not dispersedly supported, the bearing capacity of the node is larger, and the shock resistance reinforcement is lower, so that the problem of the shock resistance reinforced building beam column connecting structure is solved.
Disclosure of Invention
The utility model aims to provide a building beam column connecting structure reinforced by earthquake resistance, which aims to solve the problems that the bearing capacity of a beam column connecting node is larger and the earthquake resistance is lower because the bearing capacity of the node is not supported in a dispersed way in the current market, which is proposed by the background technology, and the vibration force can cause loosening of bolts, so that the assembling stability between the connecting structure and a beam column cannot be ensured when the bolts are loosened.
In order to achieve the above purpose, the present utility model provides the following technical solutions: the utility model provides a building beam column connection structure of antidetonation reinforcement, includes the main building stand, the laminating of the outside of main building stand is provided with the side building roof beam, just the outside bolt fastening of main building stand has the mounting panel, and the splice plate is installed to the upper end of mounting panel;
further comprises:
the adjusting plate is rotationally connected to the outer side of the splice plate, the adjusting plate in an unfolded vertical state and the splice plate are fixed through bolts, an adjusting rod is hinged to the outer side of the adjusting plate, the other end of the adjusting rod is hinged to a reinforcing frame, a reinforcing hole is formed in the upper portion of the reinforcing frame, and a sliding groove is formed in the lower portion of the reinforcing frame;
a moving rod installed at an end portion of the reinforcing frame near one side of the splice plate;
the installation groove is formed in the splice plate, a fixed cylinder is arranged in the installation groove, a pressing rod is elastically connected to the inside of the fixed cylinder through a tension spring, a driving rod is hinged to the outer side of the pressing rod, a supporting rod is hinged to the other end of the driving rod, and a locking plate is arranged at the other end of the supporting rod;
the limiting underframe is arranged on the outer side below the splice plate, the lower end part of the reinforcing frame penetrates through the inside of the limiting underframe, and a rubber air bag is bonded and connected to the inside of the limiting underframe;
the limiting plate is arranged on the outer side of the end part of the mounting plate;
the connecting hole is formed in the splice plate, a locking plate is arranged on the inner side of the connecting hole, and the position of the connecting hole and the position of the reinforcing hole are arranged correspondingly.
Preferably, one side of the splice plate, which is far away from the limiting underframe, is connected with an adjusting air bag in an adhering mode, the other side of the adjusting air bag is connected with a pressing plate, the end portion of the adjusting air bag is communicated with an air pipe, and the other end of the air pipe is communicated with the rubber air bag.
Preferably, the mounting plate and the splice plate are both arc-shaped structures, and the thickness of the mounting plate is smaller than that of the splice plate, the design is convenient for assembling the mounting plate on the main building upright post, thereby realizing the assembly of the splice plates.
Preferably, the reinforcing frame is of a Chinese character 'ri' shaped structure, the reinforcing frame can slide in the limiting underframe, the limiting underframe is of a Chinese character 'hui' shaped structure, and the reinforcing frame can smoothly and horizontally move due to the design.
Preferably, the end part of the moving rod penetrates through the side wall of the splice plate and is in sliding connection with the splice plate, one end of the moving rod extending into the mounting groove is mutually attached to the pressing rod, and the moving of the moving rod can be utilized to push the pressing rod so as to control the driving rod to rotate.
Preferably, the support rod penetrates through the inner wall of the splice plate and is in sliding connection with the splice plate, the support rod is connected with the support rod in a hinged mode through the driving rod, the support rod can be controlled to move by means of movement of the support rod, and the position of the locking plate is adjusted.
Preferably, the rubber air bag is communicated with the adjusting air bag through the air pipe, the outer part of the rubber air bag is mutually attached to the side surface of the lower end part of the reinforcing frame, and the adjusting air bag can be inflated through the design, so that the pressing plate is controlled to be tightly attached to the main building upright post.
Preferably, the adjusting air bag and the pressing plate are arc structures, the connecting holes are formed in the middle of the adjusting air bag and the middle of the pressing plate, the side, away from the adjusting air bag, of the pressing plate is of a rough structure, and friction force between the pressing plate and the main building upright post can be increased through the design.
Preferably, the limiting plate has an arc-shaped structure, and the limiting plate intercepts one end of the mounting plate in a splicing state.
Compared with the prior art, the utility model has the beneficial effects that:
(1) The anti-seismic reinforced building beam column connecting structure is provided with a reinforcing frame, the adjusting plate is stirred to rotate, the adjusting rod can be driven to control the reinforcing frame to move, the adjusting rod is gradually distributed in an inclined mode, the main building upright column and the side building beam are reinforced and supported by the adjusting rod distributed in an inclined mode and the reinforcing frame sleeved outside the side building beam, the bearing capacity of the beam column connecting node is dispersed, the bearing capacity of the beam column connecting node is avoided being larger, and the reinforcement of the beam column connecting node is realized;
(2) The anti-seismic reinforced building beam column connecting structure is provided with the locking plate, and the movement of the reinforcing frame is utilized to control the movement of the moving rod to extend into the mounting groove so as to push the supporting rod, so that the driving rod can be controlled to drive the supporting rod to move, the locking plate can further move towards the direction approaching to the side building beam, the connecting end part of the side building beam is extruded and locked, the connection of the main building upright post and the side building beam is further reinforced, and the anti-seismic performance of a beam column connecting node is improved;
(3) This building beam column connection structure of antidetonation reinforcement is provided with to pressing plate, supports the clamp plate and distributes between splice plate and main building stand, when reinforcing frame removes, can extrude the rubber gasbag, fills the air current in the rubber gasbag in adjusting the gasbag, adjusts the gasbag inflation and promotes to support the clamp plate, reduces the gap between splice plate and the main building stand, increases frictional force between the two, cooperates to support the extrusion of pressing plate and the spacing interception of limiting plate, when the bolt on mounting panel and main building stand is not hard up, can make connection structure last with main building stand firm assembly.
Drawings
FIG. 1 is a schematic diagram of the overall structure of the present utility model.
Fig. 2 is a schematic view of the bottom structure of the present utility model.
FIG. 3 is a schematic view of a splice plate according to the present utility model.
FIG. 4 is a schematic cross-sectional view of a splice plate of the present utility model.
FIG. 5 is a schematic cross-sectional view of a cartridge according to the present utility model.
Fig. 6 is a schematic perspective view of a reinforcement frame according to the present utility model.
Fig. 7 is a schematic perspective view of the mounting plate of the present utility model.
Fig. 8 is a schematic perspective view of an adjusting air bag according to the present utility model.
In the figure: 1. a main building column; 2. a side building beam; 3. a mounting plate; 4. splice plates; 5. an adjusting plate; 6. an adjusting rod; 7. reinforcing the frame; 8. a moving rod; 9. a fixed cylinder; 10. a tension spring; 11. a pressing rod; 12. a driving rod; 13. a support rod; 14. a locking plate; 15. a mounting groove; 16. a limiting underframe; 17. a rubber air bag; 18. a gas pipe; 19. adjusting the air bag; 20. a pressing plate; 21. a connection hole; 22. reinforcing the hole; 23. a chute; 24. and a limiting plate.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Referring to fig. 1-8, the present utility model provides the following technical solutions: a building beam column connecting structure reinforced by earthquake resistance,
example 1: the beam column connecting structure only uses plates to increase node support at splicing openings and uses bolts to fix, the bearing capacity of the beam column connecting nodes is not dispersedly supported, so that the bearing capacity of the nodes is larger, and the shock resistance and the reinforcement are lower, therefore, in order to solve the technical problem, the embodiment also comprises a main building upright 1, a side building beam 2 is attached to the outer side of the main building upright 1, a mounting plate 3 is fixed on the outer side of the main building upright 1 by bolts, and a splice plate 4 is mounted at the upper end of the mounting plate 3; the adjusting plate 5 is rotatably connected to the outer side of the splice plate 4, the adjusting plate 5 in a vertical unfolding state and the splice plate 4 are fixed through bolts, the outer side of the adjusting plate 5 is hinged to an adjusting rod 6, the other end of the adjusting rod 6 is hinged to a reinforcing frame 7, a reinforcing hole 22 is formed in the upper portion of the reinforcing frame 7, and a sliding groove 23 is formed in the lower portion of the reinforcing frame 7; a moving rod 8 installed at an end portion of the reinforcement frame 7 near one side of the splice plate 4; the installation groove 15 is formed in the splice plate 4, the fixed cylinder 9 is installed in the installation groove 15, the supporting rod 11 is elastically connected to the inside of the fixed cylinder 9 through the extension spring 10, the driving rod 12 is hinged to the outer side of the supporting rod 11, the supporting rod 13 is hinged to the other end of the driving rod 12, and the locking plate 14 is installed at the other end of the supporting rod 13; the limiting underframe 16 is arranged on the outer side below the splice plate 4, the lower end part of the reinforcing frame 7 penetrates through the inside of the limiting underframe 16, and a rubber air bag 17 is bonded and connected to the inside of the limiting underframe 16; a limiting plate 24 mounted on the outer side of the end of the mounting plate 3; a connecting hole 21 is opened in the inside of the splice plate 4, and a locking plate 14 is provided inside the connecting hole 21, and the position of the connecting hole 21 and the position of the reinforcing hole 22 are provided corresponding to each other.
The mounting plate 3 and the splice plate 4 are arc-shaped structures, and the thickness of the mounting plate 3 is smaller than that of the splice plate 4. The reinforcing frame 7 is of a Chinese character 'ri' shaped structure, the reinforcing frame 7 can slide in the limiting underframe 16, and the limiting underframe 16 is of a Chinese character 'hui' shaped structure. The end of the moving rod 8 penetrates through the side wall of the splice plate 4 and is in sliding connection with the splice plate 4, and one end of the moving rod 8 extending into the mounting groove 15 is mutually attached to the pressing rod 11. The supporting rod 13 penetrates through the inner wall of the splice plate 4 and is in sliding connection with the splice plate 4, and the supporting rod 13 and the pressing rod 11 are connected with each other through a driving rod 12 in hinged connection. The limiting plate 24 is of an arc-shaped structure, and the limiting plate 24 intercepts one end of the mounting plate 3 in a spliced state.
The working principle of the embodiment is as follows: according to the figures 1-5 and 7, one splice plate 4 and the mounting plate 3 are attached to the outer side of the main building upright 1, so that the connecting hole 21 is aligned with the connecting position of the side building beam 2, the mounting plate 3 and the main building upright 1 are locked by using bolts, then the other splice plate 4 and the mounting plate 3 are attached to the outer side of the main building upright 1, and the limit plate 24 is ensured to intercept the outer part of the fixing bolts at the end part of the mounting plate 3, according to the above steps, the splice assembly of the mounting plate 3 and the splice plate 4 is completed, the side building beam 2 is sequentially connected with the main building upright 1 through the reinforcing frame 7 and the connecting hole 21, the adjusting plate 5 is moved upwards, the adjusting plate 5 is rotated at the outer side of the splice plate 4, so that the adjusting plate 5 can control the hinged adjusting rod 6 to rotate, the adjusting rod 6 drives the reinforcing frame 7 with the other end hinged to slide in the limit underframe 16, until the adjusting plate 5 rotates to be vertically distributed, the adjusting plate 5 and the splice plate 4 can be locked by using bolts, the main building upright 1 and the side building beams 2 are reinforced and supported by using the obliquely distributed adjusting rods 6 and the reinforcing frames 7 sleeved outside the side building beams 2, when the reinforcing frames 7 move, the moving rods 8 arranged on the outer sides can be controlled to synchronously move, when the moving rods 8 extend into the mounting grooves 15, the pressing rods 11 can be pushed, the pressing rods 11 are controlled to slide in the fixed cylinders 9, meanwhile, the pressing rods 11 stretch and accumulate the tensile springs 10, the pressing rods 11 are smoothly driven to move, the pressing rods 11 can control the hinged driving rods 12 to rotate, the driving supporting rods 13 are driven to move, thereby controlling the locking plates 14 to move towards the direction close to the side building beams 2, the side building beams 2 are pressed and locked, further reinforcing the main building upright 1 and the side building beams 2;
example 2: the vibration force can lead to the bolt to become flexible, can not guarantee the assembly steadiness between connection structure and the beam column when the bolt becomes flexible, consequently in order to solve this technical problem, this embodiment still includes splice plate 4 and keeps away from the one side bonding of spacing chassis 16 and be connected with regulation gasbag 19, and the opposite side of regulation gasbag 19 is connected with and supports clamp plate 20 to the tip intercommunication of regulation gasbag 19 has gas-supply pipe 18, and the other end and the rubber gasbag 17 of gas-supply pipe 18 communicate each other.
The rubber air bag 17 and the adjusting air bag 19 are communicated with each other through an air pipe 18, and the outer part of the rubber air bag 17 and the side surface of the lower end part of the reinforcing frame 7 are mutually attached. The adjusting air bag 19 and the pressing plate 20 are of arc structures, connecting holes 21 are formed in the middle portions of the adjusting air bag 19 and the pressing plate 20, and the side face, away from the adjusting air bag 19, of the pressing plate 20 is of a rough structure.
The working principle of the embodiment is as follows: the lower extreme of reinforcement frame 7 slides in spacing chassis 16, can extrude rubber gasbag 17, in carrying the regulation gasbag 19 through gas-supply pipe 18 with the air current in the rubber gasbag 17, the regulation gasbag 19 begins to aerify and bulge, promote to support clamp plate 20 for support clamp plate 20 and main building stand 1 closely laminate, reduce the gap between splice plate 4 and the main building stand 1, increase frictional force between the two, when the bolt on mounting panel 3 and main building stand 1 is not hard up, cooperate the extrusion of support clamp plate 20 and the spacing interception of limiting plate 24, can make connection structure continuously with main building stand 1 firm assembly.
What is not described in detail in this specification is prior art known to those skilled in the art.
In the description of the present utility model, unless otherwise indicated, the meaning of "a plurality" is two or more; the terms "upper," "lower," "left," "right," "inner," "outer," "front," "rear," "head," "tail," and the like are used as an orientation or positional relationship based on that shown in the drawings, merely to facilitate description of the utility model and to simplify the description, and do not indicate or imply that the devices or elements referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore should not be construed as limiting the utility model. Furthermore, the terms "first," "second," "third," and the like are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present utility model, it should be noted that, unless explicitly specified and limited otherwise, the terms "connected," "connected," and "connected" are to be construed broadly, and may be either fixedly connected, detachably connected, or integrally connected, for example; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium. The specific meaning of the above terms in the present utility model will be understood in specific cases by those of ordinary skill in the art.
Although the present utility model has been described with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments described, or equivalents may be substituted for elements thereof, and any modifications, equivalents, improvements and changes may be made without departing from the spirit and principles of the present utility model.
Claims (9)
1. The utility model provides a building beam column connection structure of antidetonation reinforcement, includes main building stand (1), the laminating of the outside of main building stand (1) is provided with side building beam (2), just the outside bolt fastening of main building stand (1) has mounting panel (3), and splice plate (4) are installed to the upper end of mounting panel (3);
the method is characterized in that: further comprises:
the adjusting plate (5) is rotationally connected to the outer side of the splice plate (4), the adjusting plate (5) in a vertical unfolding state and the splice plate (4) are fixed through bolts, an adjusting rod (6) is hinged to the outer side of the adjusting plate (5), a reinforcing frame (7) is hinged to the other end of the adjusting rod (6), reinforcing holes (22) are formed in the reinforcing frame (7), and sliding grooves (23) are formed in the reinforcing frame (7);
a moving rod (8) mounted on an end portion of the reinforcing frame (7) near one side of the splice plate (4);
the installation groove (15) is formed in the splice plate (4), a fixed cylinder (9) is installed in the installation groove (15), a pressing rod (11) is elastically connected to the inside of the fixed cylinder (9) through a tension spring (10), a driving rod (12) is hinged to the outer side of the pressing rod (11), a supporting rod (13) is hinged to the other end of the driving rod (12), and a locking plate (14) is installed at the other end of the supporting rod (13);
the limiting underframe (16) is arranged on the outer side below the splice plate (4), the lower end part of the reinforcing frame (7) penetrates through the inside of the limiting underframe (16), and a rubber air bag (17) is connected with the inside of the limiting underframe (16) in an adhesive mode;
the limiting plate (24) is arranged on the outer side of the end part of the mounting plate (3);
and the connecting hole (21) is formed in the splice plate (4), a locking plate (14) is arranged on the inner side of the connecting hole (21), and the position of the connecting hole (21) and the position of the reinforcing hole (22) are correspondingly arranged.
2. The shock-reinforced building beam-column connection structure according to claim 1, wherein: one side of the splice plate (4) away from the limiting underframe (16) is connected with an adjusting air bag (19) in an adhering mode, the other side of the adjusting air bag (19) is connected with a pressing plate (20), the end portion of the adjusting air bag (19) is communicated with an air pipe (18), and the other end of the air pipe (18) is communicated with the rubber air bag (17).
3. The shock-reinforced building beam-column connection structure according to claim 1, wherein: the mounting plate (3) and the splice plate (4) are of arc-shaped structures, and the thickness of the mounting plate (3) is smaller than that of the splice plate (4).
4. The shock-reinforced building beam-column connection structure according to claim 1, wherein: the reinforcing frame (7) is of a Chinese character 'ri' shaped structure, the reinforcing frame (7) can slide in the limiting underframe (16), and the limiting underframe (16) is of a Chinese character 'hui' shaped structure.
5. The shock-reinforced building beam-column connection structure according to claim 1, wherein: the end part of the moving rod (8) penetrates through the side wall of the splice plate (4) and is in sliding connection with the splice plate (4), and one end of the moving rod (8) extending into the mounting groove (15) is mutually attached to the pressing rod (11).
6. The shock-reinforced building beam-column connection structure according to claim 1, wherein: the supporting rod (13) penetrates through the inner wall of the splice plate (4) and is in sliding connection with the splice plate (4), and the supporting rod (13) and the pressing rod (11) are connected with each other through the driving rod (12) in hinged connection.
7. The shock-reinforced building beam-column connection structure according to claim 2, wherein: the rubber air bag (17) and the adjusting air bag (19) are mutually communicated through the air pipe (18), and the outer part of the rubber air bag (17) and the side surface of the lower end part of the reinforcing frame (7) are mutually attached.
8. The shock-reinforced building beam-column connection structure according to claim 2, wherein: the adjusting air bag (19) and the pressing plate (20) are of arc structures, the connecting holes (21) are formed in the middle of the adjusting air bag (19) and the middle of the pressing plate (20), and the side surface, away from the adjusting air bag (19), of the pressing plate (20) is of a rough structure.
9. The shock-reinforced building beam-column connection structure according to claim 1, wherein: the limiting plate (24) is of an arc-shaped structure, and the limiting plate (24) intercepts one end of the mounting plate (3) in a splicing state.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310712370.7A CN116446541B (en) | 2023-06-16 | 2023-06-16 | Building beam column connection structure of antidetonation reinforcement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310712370.7A CN116446541B (en) | 2023-06-16 | 2023-06-16 | Building beam column connection structure of antidetonation reinforcement |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN116446541A true CN116446541A (en) | 2023-07-18 |
| CN116446541B CN116446541B (en) | 2023-08-18 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202310712370.7A Active CN116446541B (en) | 2023-06-16 | 2023-06-16 | Building beam column connection structure of antidetonation reinforcement |
Country Status (1)
| Country | Link |
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| CN (1) | CN116446541B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117306720A (en) * | 2023-10-25 | 2023-12-29 | 无锡安鑫卓越智能科技有限公司 | Building beam column connection structure of antidetonation reinforcement |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
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| US10876282B1 (en) * | 2019-09-21 | 2020-12-29 | Qingdao university of technology | Fabricated limiting-reinforced steel-wood frosted sleeve composite joint |
| CN111733973A (en) * | 2020-06-23 | 2020-10-02 | 安徽东凯信息科技有限公司 | Anti-seismic building steel structure of high-rise building and connecting method thereof |
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| CN117306720A (en) * | 2023-10-25 | 2023-12-29 | 无锡安鑫卓越智能科技有限公司 | Building beam column connection structure of antidetonation reinforcement |
| CN117306720B (en) * | 2023-10-25 | 2024-05-24 | 河南商湖建筑工程有限公司 | Building beam column connection structure of antidetonation reinforcement |
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