CN108999283A - A kind of high intensity beam-to-column joint steel construction - Google Patents
A kind of high intensity beam-to-column joint steel construction Download PDFInfo
- Publication number
- CN108999283A CN108999283A CN201810805298.1A CN201810805298A CN108999283A CN 108999283 A CN108999283 A CN 108999283A CN 201810805298 A CN201810805298 A CN 201810805298A CN 108999283 A CN108999283 A CN 108999283A
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- Prior art keywords
- column
- mounting plate
- crossbeam
- bolt
- sliding
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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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- 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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2406—Connection nodes
-
- 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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2418—Details of bolting
Abstract
The present invention relates to beam-to-column joint technical fields, disclose a kind of high-intensitive beam-to-column joint steel construction, its key points of the technical solution are that including crossbeam and the column for installing crossbeam, the one end of the crossbeam is connected with the side wall of column, it is in inverted L-shaped and L-shaped limit plate that the side wall of the column is connected with two longitudinal sections up and down respectively, and the side wall of the limit plate and column surrounds to form a circle sliding rail；The side wall sliding of the column is connected with the mounting plate for being connected and fixed with crossbeam, and the mounting plate and sliding rail sliding connect；Two limit plates are equipped with the through-hole for being right against mounting plate upper and lower end faces respectively, and the through-hole is used for through the first bolt and connect with the first bolt thread；The upper and lower ends of the mounting plate are fixedly installed rubber sheet gasket, and first bolt thread is connected to through-hole and pushes against with rubber sheet gasket.The structure, which has, to be more convenient for mounting plate to be aligned with crossbeam, and then convenient for crossbeam to be mounted on to the effect of accurate location.
Description
Technical field
The present invention relates to beam-to-column joint technical fields, more specifically, it relates to a kind of high intensity beam-to-column joint steel construction.
Background technique
The structure that steel construction is made of steel material is one of main building construction types.Occasion is much being built,
The two will be connected and fixed as building element, and by connecting elements using girder steel and steel column, guarantee beam column and its connection
The high intensity of structure.
Such as application No. is 201610776903.8 Chinese patents to disclose a kind of beam-to-column joint structure of steel construction, it
The crossbeam of two sides comprising upper prop and corresponding lower prop and between upper prop and lower prop, the upper prop and lower prop it
Between be provided with and can extend outward crossbeam positioning respectively in the sleeve mating with upper prop or lower prop, the two sides of the sleeve respectively
Sleeve, the end of the crossbeam are inserted into crossbeam abutment sleeve, and the end of the crossbeam is described between upper prop and lower prop
Crossbeam and crossbeam abutment sleeve between be connected and fixed by welding.
The structure is using abutment sleeve as the connecting elements of crossbeam and column.Under construction, crossbeam, which generally requires, is mounted on
Accurate location；Therefore in the prior art, in order to make abutment sleeve accurately be right against the position of installation needed for crossbeam, need pair
The position of column is precisely determined.But in actual installation crossbeam, tends to abutment sleeve occur and crossbeam cannot essence
The case where quasi- alignment, result in the need for unclamping column and again rotation adjust column, by crossbeam be mounted on the work of accurate location compared with
For inconvenience.
Summary of the invention
In view of the deficiencies of the prior art, the object of the present invention is to provide a kind of high-intensitive beam-to-column joint steel construction, the structures
Mounting plate is aligned with crossbeam with more convenient, and then convenient for crossbeam to be mounted on to the effect of accurate location.
Above-mentioned technical purpose of the invention has the technical scheme that a kind of high-intensitive beam-to-column joint steel
Structure, the column including crossbeam and for installing crossbeam, the one end of the crossbeam are connected with the side wall of column, described vertical
It is in inverted L-shaped and L-shaped limit plate that the side wall of column is connected with two longitudinal sections up and down respectively, and two limit plates are around column one
The side wall of week, the limit plate and column surrounds to form a circle sliding rail；The side wall sliding of the column, which is connected with, to be used for and crossbeam
The mounting plate being connected and fixed, the upper and lower ends of the mounting plate are embedded in two sliding rails up and down respectively and slide with sliding rail and connect；
Two limit plates are equipped with the through-hole for being right against mounting plate upper and lower end faces respectively, and the through-hole on two limit plates is equal
Have around column circle distribution multiple, the through-hole is used for through the first bolt and connecting with the first bolt thread；The mounting plate
Upper and lower ends be fixedly installed rubber sheet gasket, first bolt thread is connected to through-hole and pushes against with rubber sheet gasket.
By using above-mentioned technical proposal, crossbeam is by being directly connected to the fixed side to be fixed on column with mounting plate
Wall, and crossbeam needs to be mounted on accurate location；Mounting plate sliding is connected to sliding rail, according to the actual situation, will when installing crossbeam
Mounting plate makes mounting plate turn to accurate location around column along sliding rail sliding, and the first bolt of precession makes in the through-hole of corresponding position
First bolt is pushed against in the rubber sheet gasket of mounting plate upper and lower side, and the frictional force of rubber sheet gasket and the first bolt is larger, and then will peace
Loading board is fixed；Mounting plate can be conveniently adjusted and fix, more convenient to be aligned mounting plate with crossbeam, consequently facilitating by crossbeam
It is mounted on accurate location.
Preferably, the head of first bolt, which is run through, the positioning screw connecting with the head threads of the first bolt, institute
It states limit plate and is equipped with the locating slot for matching with positioning screw and being embedded in for positioning screw far from the end face of rubber sheet gasket.
By using above-mentioned technical proposal, after the first bolt and rubber sheet gasket abutting, positioning screw is run through into the first spiral shell
The head of bolt and precession locating slot, so that the first bolt is less susceptible to rotate, the first bolt is fixed to the abutting of mounting plate more
Add stabilization.
Preferably, first bolt is equipped with the tubular abutting abutted against with rubber sheet gasket far from the end face on head
Cylinder.
It by using above-mentioned technical proposal, abuts cylinder and is cylindrical in shape, abut cylinder and support tighter with rubber sheet gasket, thus mounting plate
Fixation is more firm.
Preferably, first bolt is socketed with pressure spring, and the upper and lower ends of the pressure spring are connected to the first bolt respectively
When head and limit plate, first bolt and rubber sheet gasket push against, pressure spring is in compressive state.
By using above-mentioned technical proposal, when the first bolt and rubber sheet gasket push against, the pressure spring in compressive state is to the
One bolt has further positioning action, and the first bolt is made to be less susceptible to rotate.
Preferably, the end face of the crossbeam towards column be connected with mounting plate abutted against far from the end face of column it is convex
Plate, the cross-sectional area of the protrusive board be greater than the cross-sectional area of crossbeam, and the protrusive board runs through to have multiple to be threadedly coupled with mounting plate
Second bolt；The rubber tube that upper and lower ends are located in two sliding rails, second bolt-through is nested and fixed in the column
Mounting plate and push against in the outer wall of rubber tube；The mounting plate is equipped with inserted block, the protrusive board direction installation far from the end face of column
The surface of plate is equipped with the slot mating with inserted block.
By using above-mentioned technical proposal, protrusive board is abutted with mounting plate, and the second bolt fixes protrusive board and mounting plate, and is inserted
Block and slot grafting, and then easily by crossbeam and mounting plate fix stably；Second bolt-through mounting plate and push against in rubber
The frictional force of the outer wall of cylinder, the second bolt and rubber tube is larger, plays the role of further positioning to mounting plate, consolidates mounting plate
It is more firm after fixed.
Preferably, the mounting plate is equipped with the reinforcing rib of rectangular triangle far from the end face of column, the reinforcing rib
One right-angle side and mounting plate are affixed, and another right-angle side of the reinforcing rib is connected to the lower end of protrusive board.
By using above-mentioned technical proposal, reinforcing rib is connected to the lower end of protrusive board, so that protrusive board be made to be less susceptible to occur downwards
Minor shifts, protrusive board and crossbeam installation fixation are more steady.
Preferably, the outer wall of the column is connected with around the trapezoidal ring block of column one week and longitudinal section, the annular
Block is located at the lower section of limit plate, and the outer wall slip of the column is connected with slipping block, and the surface of the slipping block towards column is set
There is the dovetail groove with ring block sliding connection；The lower surface of the beam side wall is hinged with reinforcing rod, and the slipping block, which is equipped with, to be used
Fixation member in fixed reinforcing rod lower end.
By using above-mentioned technical proposal, after crossbeam installs, slipping block is slided, slipping block is slided into immediately below crossbeam；
Reinforcing rod is rotated, slipping block is fixed reinforcing rod by fixation member, and reinforcing rod plays a supporting role to crossbeam, to make crossbeam
It is fixed more firm.
Preferably, the fixation member includes set on the groove on surface of the slipping block far from dovetail groove, under groove
The holding tank of cell wall, up and down sliding be connected to holding tank closing piece, set on reinforcing rod lower end and protrude into groove bent rod and
The locked groove mating with closing piece set on bent rod lower surface；The fixation member further includes being set to holding tank slot bottom and closing piece
Between spring, in its natural state, and when closing piece and locked groove align, closing piece protrudes from holding tank and and locked groove to the spring
Grafting.
By using above-mentioned technical proposal, by closing piece retraction holding tank, spring is compressed, and rotation reinforcing rod makes bent rod
Protrude into groove；When closing piece is aligned with locked groove, closing piece spring-return power effect under protrude holding tank and with locked groove grafting, in turn
Conveniently and firmly fix reinforcing rod.
Preferably, the closing piece is inclined-plane far from holding tank and towards the end of groove notch, and the bent rod is separate to be added
The end of strong bar can mutually be abutted with inclined-plane and Relative sliding.
By using above-mentioned technical proposal, when rotating reinforcing rod protrudes into bent rod in groove, bent rod is far from reinforcing rod
End abutted with inclined-plane and Relative sliding, while closing piece sliding and compressed spring in holding tank automatically, to realize reinforcement
The fixation work of the automatic fixation of bar, reinforcing rod is more efficient and convenient.
Preferably, the slipping block is equipped with the through slot that is connected with holding tank far from the end of dovetail groove, on the through slot
Lower sliding is connected with driving lever, and one end of the driving lever is fixedly connected on closing piece, and the other end of the driving lever protrudes from through slot.
By using above-mentioned technical proposal, hand holds driving lever, can facilitate sliding lock block, so convenient for by closing piece to downslide
Locked groove out, to unclamp reinforcing rod and to remove crossbeam.
In conclusion the invention has the following advantages:
1, mounting plate sliding is connected to sliding rail, when installing crossbeam, rotates mounting plate around column along sliding rail sliding mounting plate
To accurate location, the first bolt of precession pushes against the first bolt in the rubber pad of mounting plate upper and lower side in the through-hole of corresponding position
Piece, and then mounting plate is fixed；Mounting plate can be conveniently adjusted and fix, consequently facilitating crossbeam is mounted on accurate position
It sets；
2, after crossbeam installs, slipping block is slided, slipping block is slided into immediately below crossbeam；Reinforcing rod is rotated, slipping block passes through solid
Determine component to fix reinforcing rod, reinforcing rod plays a supporting role to crossbeam, to keep crossbeam fixed more firm.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the embodiment of the present invention；
Fig. 2 is the attachment structure schematic diagram of mounting plate and column in the embodiment of the present invention；
Fig. 3 is the attachment structure schematic diagram of the first bolt and pressure spring in the embodiment of the present invention；
Fig. 4 is the attachment structure schematic diagram of mounting plate and crossbeam in the embodiment of the present invention；
Fig. 5 is the attachment structure schematic diagram of reinforcing rod in the embodiment of the present invention, closing piece and slipping block；
Fig. 6 is the structural schematic diagram of reinforcing rod and bent rod in the embodiment of the present invention.
In figure: 1, crossbeam；2, column；3, limit plate；4, sliding rail；5, mounting plate；6, through-hole；7, the first bolt；8, rubber
Gasket；9, positioning screw；10, locating slot；11, cylinder is abutted；12, pressure spring；13, protrusive board；14, the second bolt；15, rubber tube；16,
Inserted block；17, slot；18, reinforcing rib；19, ring block；20, slipping block；21, dovetail groove；22, reinforcing rod；231, groove；232,
Holding tank；233, closing piece；234, bent rod；235, locked groove；236, spring；24, inclined-plane；25, through slot；26, driving lever.
Specific embodiment
Below in conjunction with attached drawing, invention is further described in detail.
A kind of high intensity beam-to-column joint steel construction, as depicted in figs. 1 and 2, including crossbeam 1 and for installing crossbeam 1
The one end of column 2, crossbeam 1 is connected with the side wall of column 2.The side wall of column 2 is connected with two longitudinal sections up and down
Inverted L-shaped and L-shaped limit plate 3, around column 2 one weeks, limit plate 3 and the side wall of column 2 surround to form a circle two limit plates 3
Sliding rail 4.The side wall sliding of column 2 is connected with the mounting plate 5 for being connected and fixed with crossbeam 1, the upper and lower ends difference of mounting plate 5
It slides in upper and lower two sliding rails 4 and with sliding rail 4 and connects；The surface of mounting plate 5 towards column 2 is matched with column 2
Cambered surface, so that mounting plate 5 is rotated along the sliding of sliding rail 4 and around column 2 simultaneously.There are two mounting plates 5, so that column 2 connects two
Crossbeam 1.
Two limit plates 3 offer the through-hole 6 for being right against 5 upper and lower end faces of mounting plate respectively, on two limit plates 3
Through-hole 6 has around 2 circle distribution of column multiple, and through-hole 6 is used for through the first bolt 7 and being threadedly coupled with the first bolt 7.Installation
The upper and lower ends of plate 5 are fixedly installed rubber sheet gasket 8, and the first bolt 7 is threadedly connected to through-hole 6 and pushes against with rubber sheet gasket 8.
Crossbeam 1 is by being directly connected to the fixed side wall to be fixed on column 2 with mounting plate 5, and crossbeam 1 needs to install
In accurate location.The sliding of mounting plate 5 is connected to sliding rail 4, when installing crossbeam 1, according to the actual situation, by mounting plate 5 along sliding rail 4
Sliding makes mounting plate 5 turn to accurate location around column 2, and the first bolt of precession 7 makes the first bolt in the through-hole 6 of corresponding position
7 push against in the rubber sheet gasket 8 of 5 upper and lower side of mounting plate, and rubber sheet gasket 8 and the frictional force of the first bolt 7 are larger, and then by mounting plate
5 fix.Mounting plate 5 can be conveniently adjusted and fix, more convenient to be aligned mounting plate 5 with crossbeam 1, consequently facilitating by crossbeam
1 is mounted on accurate location.
Through there is the positioning screw 9 connecting with the head threads of the first bolt 7, limit plate 3 is separate on the head of first bolt 7
The end face of rubber sheet gasket 8 is provided with the locating slot 10 for matching with positioning screw 9 and being embedded in for positioning screw 9.When the first bolt 7 with
After rubber sheet gasket 8 pushes against, head and precession locating slot 10 by positioning screw 9 through the first bolt 7, so that the first bolt 7 is more
It is not susceptible to rotate, the first bolt 7 is more stable to the abutting fixation of mounting plate 5.
As shown in Figures 2 and 3, the first bolt 7 is fixed with far from the end face on head and tubular abuts against with rubber sheet gasket 8
Abutting cylinder 11, abut cylinder 11 length direction it is identical with the length direction of the first bolt 7, abutting cylinder 11 supported with rubber sheet gasket 8
Must be tighter, so that the fixation of mounting plate 5 is more firm.
First bolt 7 is socketed with pressure spring 12, and the upper and lower ends of pressure spring 12 are connected to head and the limit of the first bolt 7 respectively
Plate 3, when the first bolt 7 is pushed against with rubber sheet gasket 8, pressure spring 12 is in compressive state.When first bolt 7 is pushed against with rubber sheet gasket 8,
Pressure spring 12 in compressive state has further positioning action to the first bolt 7, and the first bolt 7 is made to be less susceptible to occur to turn
It is dynamic.
As shown in Figure 2 and Figure 4, the end face of crossbeam 1 towards column 2, which is connected with, offsets with mounting plate 5 far from the end face of column 2
The protrusive board 13 connect, the cross-sectional area of protrusive board 13 are greater than the cross-sectional area of crossbeam 1.Protrusive board 13, which runs through, multiple and 5 screw thread of mounting plate
Second bolt 14 of connection.The rubber tube 15 that upper and lower ends are located in two sliding rails 4, the second bolt is nested and fixed in column 2
14 through mounting plate 5 and abutting is in the outer wall of rubber tube 15.Mounting plate 5 is fixed with inserted block 16, protrusive board 13 far from the end face of column 2
The slot 17 mating with inserted block 16 is provided with towards the surface of mounting plate 5.
Protrusive board 13 is abutted with mounting plate 5, and the second bolt 14 is fixed by protrusive board 13 and mounting plate 5, and inserted block 16 and slot 17
Grafting, and then easily by crossbeam 1 and 5 fix stably of mounting plate.Second bolt 14 is through mounting plate 5 and pushes against in rubber tube 15
Outer wall, the frictional force of the second bolt 14 and rubber tube 15 is larger, plays the role of further positioning to mounting plate 5, makes to install
It is more firm after plate 5 is fixed.
Mounting plate 5 is provided with the reinforcing rib 18 of rectangular triangle, a right-angle side of reinforcing rib 18 far from the end face of column 2
Affixed with mounting plate 5, another right-angle side of reinforcing rib 18 is connected to the lower end of protrusive board 13, so that protrusive board 13 be made to be less susceptible to issuing
Raw minor shifts, protrusive board 13 and the installation fixation of crossbeam 1 are more steady.
As shown in Figure 1 and Figure 5, the outer wall of column 2 is connected with around the trapezoidal ring block 19 of column 2 one weeks and longitudinal section,
Ring block 19 is located at the lower section of limit plate 3.The outer wall slip of column 2 is connected with slipping block 20, table of the slipping block 20 towards column 2
Face offers the dovetail groove 21 with the sliding connection of ring block 19.The lower surface of 1 side wall of crossbeam is hinged with reinforcing rod 22, slipping block 20
It is provided with the fixation member for fixing 22 lower end of reinforcing rod.
After crossbeam 1 installs, slipping block 20 is slided, slipping block 20 is slided into immediately below crossbeam 1；Reinforcing rod 22 is rotated, it is sliding
It is by fixation member that reinforcing rod 22 is fixed to move block 20, reinforcing rod 22 plays a supporting role to crossbeam 1, to keep crossbeam 1 fixed
It is more firm.
As shown in Figure 5 and Figure 6, fixation member include the groove 231 for being opened in surface of the slipping block 20 far from dovetail groove 21,
It is opened in the holding tank 232 of the lower cell wall of groove 231, upper and lower sliding is connected to the closing piece 233 of holding tank 232, is fixed on reinforcement
It 22 lower end of bar and protrudes into the bent rod 234 of groove 231 and is opened in the mating with closing piece 233 of 234 lower surface of bent rod
Locked groove 235.Fixation member further includes the spring 236 being fixed between 232 slot bottom of holding tank and closing piece 233, and spring 236 is certainly
Under right state, and when closing piece 233 and locked groove 235 align, closing piece 233 protrude from holding tank 232 and with 235 grafting of locked groove.
By in 233 retraction holding tank 232 of closing piece, spring 236 is compressed, and it is recessed that rotation reinforcing rod 22 protrudes into bent rod 234
Slot 231；When closing piece 233 is aligned with locked groove 235, closing piece 233 236 restoring force of spring effect under protrude holding tank 232 and with
235 grafting of locked groove, and then conveniently and firmly fix reinforcing rod 22.
Closing piece 233 is inclined-plane 24 far from holding tank 232 and towards the end of 231 notch of groove, and bent rod 234 is far from reinforcement
The end of bar 22 can mutually be abutted with inclined-plane 24 and Relative sliding.Rotation reinforcing rod 22 protrudes into bent rod 234 in groove 231
When, end of the bent rod 234 far from reinforcing rod 22 is abutted with inclined-plane 24 and Relative sliding, while closing piece 233 is automatically toward holding tank
Sliding and compressed spring 236 in 232, to realize the automatic fixation of reinforcing rod 22, the fixation work of reinforcing rod 22 is more quick
It is convenient.
Slipping block 20 offers the through slot 25 being connected with holding tank 232, about 25 through slot far from the end of dovetail groove 21
Sliding is connected with driving lever 26, and one end of driving lever 26 is fixedly connected on closing piece 233, and the other end of driving lever 26 protrudes from through slot 25.Hand
Driving lever 26 is held in portion, can facilitate sliding lock block 233, and then convenient for closing piece 233 is skidded off downwards locked groove 235, is reinforced to unclamp
Bar 22 and remove crossbeam 1(referring to Fig.1).
Total course of work: when installing crossbeam 1, turn to mounting plate 5 around column 2 along the sliding of sliding rail 4 mounting plate 5
Accurate location, the first bolt of precession 7 pushes against the first bolt 7 in the rubber of 5 upper and lower side of mounting plate in the through-hole 6 of corresponding position
Gasket 8, so mounting plate 5 is fixed.
Crossbeam 1 is aligned with mounting plate 5, makes inserted block 16 and 17 grafting of slot, protrusive board 13 and peace are made by the second bolt 14
Loading board 5 is fixed to abut；Then rotational slip block 20 and rotation reinforcing rod 22, make bent rod 234 protrude into groove 231, pass through closing piece
233 is fixed by bent rod 234 and reinforcing rod 22 with the grafting of locked groove 235.
Above-described embodiment is only explanation of the invention, is not limitation of the present invention, those skilled in the art
It can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but as long as in this hair
All by the protection of Patent Law in bright scope of the claims.
Claims (10)
1. a kind of high intensity beam-to-column joint steel construction, the column (2) including crossbeam (1) and for installing crossbeam (1), the cross
The one end of beam (1) is connected with the side wall of column (2), indulges it is characterized in that: the side wall of the column (2) is connected with upper and lower two
Section is in inverted L-shaped and L-shaped limit plate (3) respectively, and two limit plates (3) are around column (2) one weeks, the limit plate
(3) it surrounds to form a circle sliding rail (4) with the side wall of column (2)；The side wall sliding of the column (2), which is connected with, to be used for and crossbeam
(1) mounting plate (5) being connected and fixed, the upper and lower ends of the mounting plate (5) be embedded in two sliding rails (4) up and down respectively and with cunning
Rail (4) sliding connection；Two limit plates (3) are equipped with the through-hole (6) for being right against mounting plate (5) upper and lower end faces respectively,
The through-hole (6) on two limit plates (3) have around column (2) circle distribution it is multiple, the through-hole (6) be used for run through first
It bolt (7) and is threadedly coupled with the first bolt (7)；The upper and lower ends of the mounting plate (5) are fixedly installed rubber sheet gasket
(8), first bolt (7) is threadedly connected to through-hole (6) and pushes against with rubber sheet gasket (8).
2. a kind of high-intensitive beam-to-column joint steel construction according to claim 1, it is characterized in that: first bolt (7)
Head is through there is the positioning screw (9) connecting with the head threads of the first bolt (7), and the limit plate (3) is far from rubber sheet gasket
(8) end face, which is equipped with, to be matched with positioning screw (9) and for the locating slot (10) of positioning screw (9) insertion.
3. a kind of high-intensitive beam-to-column joint steel construction according to claim 1 or 2, it is characterized in that: first bolt (7)
End face far from head is equipped with the tubular abutting cylinder (11) abutted against with rubber sheet gasket (8).
4. a kind of high-intensitive beam-to-column joint steel construction according to claim 1, it is characterized in that: first bolt (7) covers
It is connected to pressure spring (12), the upper and lower ends of the pressure spring (12) are connected to head and the limit plate (3) of the first bolt (7), institute respectively
When stating the first bolt (7) and rubber sheet gasket (8) abutting, pressure spring (12) is in compressive state.
5. a kind of high-intensitive beam-to-column joint steel construction according to claim 1, it is characterized in that: the crossbeam (1) direction is vertical
The end face of column (2) is connected with the protrusive board (13) abutted against with mounting plate (5) far from the end face of column (2), the protrusive board (13)
Cross-sectional area is greater than the cross-sectional area of crossbeam (1), and the protrusive board (13), which is run through, multiple second be threadedly coupled with mounting plate (5)
Bolt (14)；The column (2) is nested and fixed the rubber tube (15) that upper and lower ends are located in two sliding rails (4), and described
Two bolts (14) are through mounting plate (5) and push against in the outer wall of rubber tube (15)；End of the mounting plate (5) far from column (2)
Face is equipped with inserted block (16), and the protrusive board (13) is equipped with the slot mating with inserted block (16) towards the surface of mounting plate (5)
(17)。
6. a kind of high-intensitive beam-to-column joint steel construction according to claim 5, it is characterized in that: the mounting plate (5) is separate
The end face of column (2) is equipped with the reinforcing rib (18) of rectangular triangle, a right-angle side and mounting plate (5) of the reinforcing rib (18)
Affixed, another right-angle side of the reinforcing rib (18) is connected to the lower end of protrusive board (13).
7. a kind of high-intensitive beam-to-column joint steel construction according to claim 5, it is characterized in that: the outer wall of the column (2)
It is connected with around the trapezoidal ring block (19) of column (2) one weeks and longitudinal section, the ring block (19) is located under limit plate (3)
Side, the outer wall slip of the column (2) are connected with slipping block (20), and the surface of slipping block (20) towards the column (2) is equipped with
With the dovetail groove (21) of ring block (19) sliding connection；The lower surface of crossbeam (1) side wall is hinged with reinforcing rod (22), described
Slipping block (20) is equipped with the fixation member for fixing reinforcing rod (22) lower end.
8. a kind of high-intensitive beam-to-column joint steel construction according to claim 7, it is characterized in that: the fixation member includes setting
The holding tank of groove (231) in the surface of slipping block (20) far from dovetail groove (21), the lower cell wall set on groove (231)
(232), sliding is connected to the closing piece (233) of holding tank (232), is set to reinforcing rod (22) lower end and protrudes into groove (231) up and down
Bent rod (234) and be set to bent rod (234) lower surface the locked groove (235) mating with closing piece (233)；It is described solid
Determining component further includes set on the spring (236) between holding tank (232) slot bottom and closing piece (233), and the spring (236) is in nature
Under state, and when closing piece (233) and locked groove (235) align, closing piece (233) protrude from holding tank (232) and with locked groove (235)
Grafting.
9. a kind of high-intensitive beam-to-column joint steel construction according to claim 8, it is characterized in that: the closing piece (233) is separate
Holding tank (232) and be inclined-plane (24) towards the end of groove (231) notch, the bent rod (234) is far from reinforcing rod (22)
End can mutually be abutted and Relative sliding with inclined-plane (24).
10. a kind of high-intensitive beam-to-column joint steel construction according to claim 8 or claim 9, it is characterized in that: the slipping block (20)
End far from dovetail groove (21) is equipped with the through slot (25) that is connected with holding tank (232), the through slot (25) company of sliding up and down
It is connected to driving lever (26), one end of the driving lever (26) is fixedly connected on closing piece (233), and the other end of the driving lever (26) protrudes from
Through slot (25).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810805298.1A CN108999283B (en) | 2018-07-20 | 2018-07-20 | High-strength beam column connection steel structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
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| CN109653438A (en) * | 2019-01-14 | 2019-04-19 | 皖西学院 | A kind of steel core concrete column being equipped with connector |
| CN110593113A (en) * | 2019-09-26 | 2019-12-20 | 南昌大学 | Portable telescopic compression-resistant bending-resistant support and mounting method |
| CN110670727A (en) * | 2019-09-30 | 2020-01-10 | 江苏双鹏钢结构工程有限公司 | Steel structural member convenient to disassemble and assemble |
| CN111255098A (en) * | 2020-02-10 | 2020-06-09 | 湖南省西城建设有限公司 | Concrete-filled steel tubular column and cast-in-place reinforced concrete beam joint and construction method thereof |
| CN112081240A (en) * | 2019-06-14 | 2020-12-15 | 深圳市中固建筑加固技术有限公司 | Steel structure building reinforcing structure and reinforcing method thereof |
| CN112144650A (en) * | 2020-09-30 | 2020-12-29 | 抚州市恒强达绿色建筑科技有限公司 | Rapid assembly type house and installation method |
| CN113374077A (en) * | 2021-06-23 | 2021-09-10 | 中诚惠容实业集团有限公司 | Steel structure building assembly convenient to install quickly and using method thereof |
| CN114541579A (en) * | 2022-03-08 | 2022-05-27 | 金华鹏毅通信工程有限公司 | Combined steel structure of parking garage and communication tower |
| CN115182446A (en) * | 2022-08-22 | 2022-10-14 | 山东建筑大学 | Assembled beam column structure |
| CN115306041A (en) * | 2022-07-21 | 2022-11-08 | 北京建工集团有限责任公司 | Concrete frame beam and section steel column conversion node and construction method of building frame |
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| CN110593113A (en) * | 2019-09-26 | 2019-12-20 | 南昌大学 | Portable telescopic compression-resistant bending-resistant support and mounting method |
| CN110593113B (en) * | 2019-09-26 | 2024-03-29 | 南昌大学 | Portable telescopic compression-resistant bending-resistant bracket and installation method |
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| CN111255098A (en) * | 2020-02-10 | 2020-06-09 | 湖南省西城建设有限公司 | Concrete-filled steel tubular column and cast-in-place reinforced concrete beam joint and construction method thereof |
| CN111255098B (en) * | 2020-02-10 | 2021-09-17 | 湖南省西城建设有限公司 | Concrete-filled steel tubular column and cast-in-place reinforced concrete beam joint and construction method thereof |
| CN112144650A (en) * | 2020-09-30 | 2020-12-29 | 抚州市恒强达绿色建筑科技有限公司 | Rapid assembly type house and installation method |
| CN113374077A (en) * | 2021-06-23 | 2021-09-10 | 中诚惠容实业集团有限公司 | Steel structure building assembly convenient to install quickly and using method thereof |
| CN114541579B (en) * | 2022-03-08 | 2023-10-20 | 金华鹏毅通信工程有限公司 | Combined steel structure of parking garage and communication tower |
| CN114541579A (en) * | 2022-03-08 | 2022-05-27 | 金华鹏毅通信工程有限公司 | Combined steel structure of parking garage and communication tower |
| CN115306041A (en) * | 2022-07-21 | 2022-11-08 | 北京建工集团有限责任公司 | Concrete frame beam and section steel column conversion node and construction method of building frame |
| CN115306041B (en) * | 2022-07-21 | 2023-08-29 | 北京建工集团有限责任公司 | Concrete frame beam and steel column conversion node and construction method of building frame thereof |
| CN115182446A (en) * | 2022-08-22 | 2022-10-14 | 山东建筑大学 | Assembled beam column structure |
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