CN115434423A - Assembled steel construction building beam column connection structure - Google Patents
Assembled steel construction building beam column connection structure Download PDFInfo
- Publication number
- CN115434423A CN115434423A CN202211294444.1A CN202211294444A CN115434423A CN 115434423 A CN115434423 A CN 115434423A CN 202211294444 A CN202211294444 A CN 202211294444A CN 115434423 A CN115434423 A CN 115434423A
- Authority
- CN
- China
- Prior art keywords
- steel
- shaped
- column
- transverse
- plates
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Images
Classifications
-
- 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
-
- 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
- E04B1/62—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
-
- 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
-
- 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
- E04B2001/2415—Brackets, gussets, joining plates
-
- 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
-
- 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
Abstract
The invention discloses an assembly type steel structure building beam column connecting structure which comprises a first I-steel stand column, a second I-steel stand column and an I-steel cross beam, wherein the I-steel cross beam penetrates through column through holes formed in the first I-steel stand column and the second I-steel stand column which are parallel and vertical, arc-shaped sliding holes are formed in the connecting part of the first I-steel stand column and the second I-steel stand column and a fixed side plate on the outer side of the first I-steel stand column and the second I-steel stand column, and two ends of a transverse support rod arranged on the I-steel cross beam are clamped in the arc-shaped sliding holes; and a suspension rod is arranged between the I-shaped steel upright post I and the I-shaped steel upright post II, and a limiting stop lever fixed with the transverse supporting rod and the I-shaped steel cross beam is suspended below the suspension rod through a lock chain. The beam-column connecting structure of the fabricated steel structure building has a compact structure, adopts elastic connection, is convenient and quick to install, improves the structural strength of a node, reduces the bearing capacity of a bolt, and has good integrity, collaboration, anti-seismic and energy-consumption effects and high comprehensive strength.
Description
Technical Field
The invention relates to the technical field of building connection nodes, in particular to a beam-column connection structure of an assembly type steel structure building.
Background
In a beam-column frame structure, particularly a steel structure beam column, beam-column joints connect the steel structure beam column into a whole, the connecting joints play roles in load transfer and earthquake resistance and energy consumption, and the connecting parts of stressed members occupy a great position in the frame structure. The traditional steel structure beam column node is completely connected and fixed by the high-strength bolt, so that the integral stability of the structure can be improved, but the high-strength bolt has very high bearing strength and higher rigidity requirement; meanwhile, in the existing steel structure beam column frame structure, the connecting nodes are in rigid connection and do not have the anti-seismic and energy-dissipation effects, when an earthquake occurs, the connecting nodes cannot deform well aiming at vibration, the energy dissipation coefficient is very low, and the beam column nodes are easy to damage.
Disclosure of Invention
The invention aims to: the utility model provides an assembled steel construction building beam column connection structure to solve above defect.
In order to achieve the above purpose, the invention provides the following technical scheme:
an assembly type steel structure building beam column connecting structure comprises a first I-steel stand column, a second I-steel stand column and an I-steel cross beam, wherein the first I-steel stand column and the second I-steel stand column are parallel and stand, the first I-steel stand column, the second I-steel stand column and the I-steel cross beam are respectively composed of an upper transverse plate, a lower transverse plate and a vertical plate which is connected with the upper transverse plate and the lower transverse plate, column through holes are formed in the vertical plates of the first I-steel stand column and the second I-steel stand column, and the I-steel cross beam penetrates through the column through holes; fixed side plates are arranged on the outer sides of the two upper transverse plates and the two lower transverse plates of the first I-shaped steel upright post and the second I-shaped steel upright post, arc-shaped sliding holes are formed in the joints of the two upper transverse plates and the two lower transverse plates of the first I-shaped steel upright post and the second I-shaped steel upright post and the fixed side plates on the outer sides of the first I-shaped steel upright post and the second I-shaped steel upright post, transverse supporting rods penetrating through the upper transverse plates and the lower transverse plates are arranged on the I-shaped steel transverse beams, and two ends of each transverse supporting rod are clamped in the joints of the first I-shaped steel upright post and the second I-shaped steel upright post and the arc-shaped sliding holes of the fixed side plates; a suspension rod is arranged between two vertical plates of the first I-shaped steel column and the second I-shaped steel column, a limiting stop lever is suspended below the suspension rod through a lock chain, and the limiting stop lever is fixed with the transverse supporting rod and the vertical plate of the I-shaped steel beam.
Preferably, the number of the transverse supporting rods and the number of the arc-shaped sliding holes are two, and the two transverse supporting rods and the two arc-shaped sliding holes are located on the same vertical line; spring fixing seats are arranged on the end faces of the outer sides of the fixed side plates on two sides below the arc-shaped sliding holes, and limiting springs are arranged on the transverse supporting rods on the outer sides of the fixed side plates and between the two spring fixing seats.
Preferably, all be provided with the roof beam fixed orifices on last diaphragm, the lower diaphragm of below on the riser of I-steel crossbeam, two horizontal branch sets up respectively on the riser of I-steel crossbeam below and runs through in the roof beam fixed orifices of last diaphragm, lower diaphragm, and two fixing nut is all installed to the horizontal branch end in the fixed curb plate outside.
Preferably, the edges of the two upper transverse plates and the two lower transverse plates at the joint of the first I-shaped steel upright post and the second I-shaped steel upright post are respectively provided with a semi-arc-shaped notch, and the two semi-arc-shaped notches of the two upper transverse plates and the two lower transverse plates are matched to form an arc-shaped sliding hole and are overlapped with the arc-shaped sliding hole on the fixed side plate at the outer side of the arc-shaped sliding hole.
Preferably, spacing shelves pole middle part is provided with the screw thread, the I-steel crossbeam adopts the setting of lying on one's side, the side lie be provided with on the riser of I-steel crossbeam and suspend the mounting hole in midair, spacing shelves pole runs through perpendicularly in the mounting hole that suspends in midair of the riser of I-steel crossbeam, just all be provided with lock nut on the spacing shelves pole of the riser upper and lower both sides of I-steel crossbeam, lock nut locks through the screw thread that sets up on the spacing shelves pole.
Preferably, the limiting stop levers on two sides of the vertical plate of the I-shaped steel cross beam are provided with support rod through holes, the two transverse support rods respectively penetrate through the two support rod through holes of the limiting stop levers, and two ends of each transverse support rod respectively penetrate through beam fixing holes fixed on the upper transverse plate and the lower transverse plate.
Preferably, a fixed suspension base is installed on the suspension rod, the chain is a chain in a serial ring, the upper end of the chain is fixed on the fixed suspension base, and the lower end of the chain is fixed at the top end of the limit stop rod.
Preferably, steel plate rubber shock-absorbing pads are arranged on the inner side end faces of vertical plates of the I-shaped steel upright post I and the I-shaped steel upright post II on the two sides of the limiting stop lever.
The invention has the beneficial effects that:
the invention relates to an assembled steel structure building beam column connecting structure.A connecting part of a first I-steel stand column and a second I-steel stand column and a fixed side plate at the outer side are respectively provided with an arc-shaped sliding hole, two ends of a transverse supporting rod on an I-steel cross beam are clamped in the two arc-shaped sliding holes, and a limiting spring arranged on the fixed side plate is used for limiting the transverse supporting rod; meanwhile, a limiting stop rod fixed on the I-shaped steel cross beam is suspended by a lock chain, steel plate rubber shock absorption pads are arranged on the inner side end faces of the I-shaped steel upright post I and the I-shaped steel upright post II on the two sides of the limiting stop rod, the I-shaped steel cross beam can move forwards and backwards in an earthquake, the energy of the forward and backward movement generated in the earthquake is reduced under the multiple actions of the arc-shaped sliding hole, the limiting spring, the lock chain and the steel plate rubber shock absorption pads, and the I-shaped steel cross beam can gradually move back to the initial position to achieve the shock-resistant and energy-consuming effect. The beam column connecting structure of the assembled steel structure building has a compact structure, adopts elastic connection for the beam columns, is convenient and quick to install, improves the structural strength of beam column joints, reduces the bearing capacity of bolts, improves the integrity and the cooperativity of the beam columns, has a good anti-seismic energy consumption effect, is high in comprehensive strength, is not easy to cause damage of beam column joints, and is strong in practicability.
Drawings
FIG. 1: the invention has a schematic structure;
FIG. 2 is a schematic diagram: the structure A in FIG. 1 is enlarged;
FIG. 3: the invention relates to an internal structure schematic diagram of a beam-column connection node;
FIG. 4 is a schematic view of: the invention discloses a schematic diagram of a connection structure of an I-shaped steel beam, a suspension rod and a chain.
Detailed Description
The following description of the embodiments of the present invention is made with reference to the accompanying drawings 1-4:
as shown in fig. 1-4, an assembly type steel structure building beam column connecting structure comprises a first i-steel upright column 1, a second i-steel upright column 2 and an i-steel cross beam 3, wherein the first i-steel upright column 1, the second i-steel upright column 2 and the i-steel cross beam 3 are respectively composed of an upper transverse plate, a lower transverse plate and a vertical plate connecting the upper transverse plate and the lower transverse plate. The I-shaped steel upright post 1 and the I-shaped steel upright post 2 are arranged in parallel and stand, so that the tail ends of the upper transverse plate and the lower transverse plate of the I-shaped steel upright post 1 are respectively connected with the front ends of the upper transverse plate and the lower transverse plate of the I-shaped steel upright post 2. Column through holes 11 are formed in vertical plates of the I-shaped steel upright post I1 and the I-shaped steel upright post II 2, and the I-shaped steel cross beam 3 is horizontally arranged and penetrates through the column through holes 11.
The outer sides of the two upper transverse plates and the two lower transverse plates of the I-shaped steel upright post 1 and the I-shaped steel upright post 2 are respectively provided with a fixed side plate 4, and the joint of the two upper transverse plates and the two lower transverse plates of the I-shaped steel upright post 1 and the I-shaped steel upright post 2 and the fixed side plates 4 at the outer sides are respectively provided with an arc-shaped sliding hole 41. The two upper transverse plates and the two lower transverse plates at the joint of the I-steel upright post I1 and the I-steel upright post II 2 are respectively provided with a semi-arc notch at the edge, and the two semi-arc notches of the two upper transverse plates and the two lower transverse plates are matched to form an arc-shaped sliding hole 41 and are overlapped with the arc-shaped sliding hole 41 on the fixed side plate 4 at the outer side.
The I-shaped steel crossbeam 3 is provided with two transverse struts 31 penetrating through the upper transverse plate and the lower transverse plate, the two transverse struts 31 and the two arc-shaped sliding holes 41 are arranged, and the two transverse struts 31 and the two arc-shaped sliding holes 41 are positioned on the same vertical line. Beam fixing holes are formed in the upper transverse plate and the lower transverse plate above and below the vertical plate of the I-shaped steel cross beam 3, and two transverse supporting rods 31 are firstly respectively arranged above and below the vertical plate of the I-shaped steel cross beam 3 and penetrate through the beam fixing holes of the upper transverse plate and the lower transverse plate; then, the two ends of the transverse strut 31 are clamped at the joint of the I-shaped steel upright post 1 and the I-shaped steel upright post 2 and in the arc-shaped sliding hole 41 of the fixed side plate 4; finally, fixing nuts are mounted at the tail ends of the transverse supporting rods 31 on the outer sides of the two fixing side plates 4 for limiting.
In addition, spring fixing seats 42 are arranged on the end faces, on the outer side, of the fixed side plates 4 on the two sides below the arc-shaped sliding holes 41, limiting springs 43 are arranged between the transverse supporting rods 31 on the outer sides of the fixed side plates 4 and the two spring fixing seats 42, and the transverse supporting rods 31 are limited in the arc-shaped sliding holes 41 through the limiting springs 43.
A suspension rod 5 is arranged between two vertical plates of the I-shaped steel upright post I1 and the I-shaped steel upright post II 2, a fixed suspension base 51 is installed on the suspension rod 5, a limiting stop lever 32 is suspended below the fixed suspension base 51 of the suspension rod 5 through a lock chain 6, and the limiting stop lever 32 is fixed with the transverse support rod 31 and the vertical plate of the I-shaped steel cross beam 3. Wherein, the chain 6 is a serial chain, the upper end of the chain 6 is fixed on the fixed suspension base 51, and the lower end is fixed on the top end of the limit stop lever 32. The inner side end faces of vertical plates of the I-steel upright post 1 and the I-steel upright post 2 on two sides of the limiting stop lever 32 are respectively provided with a steel plate rubber shock pad 7, and the steel plate rubber shock pads 7 are formed by alternately arranging a plurality of layers of steel plates and rubber layers and have certain elasticity.
The middle of the limiting stop lever 32 is provided with threads, the I-shaped steel beam 3 is arranged in a side-lying manner, suspension mounting holes are formed in the vertical plate of the I-shaped steel beam 3 in the side-lying manner, the limiting stop lever 32 vertically penetrates through the suspension mounting holes in the vertical plate of the I-shaped steel beam 3 in the lying manner, locking nuts 33 are arranged on the limiting stop lever 32 on the upper side and the lower side of the vertical plate of the I-shaped steel beam 3, and the locking nuts 33 are locked through the threads formed in the limiting stop lever 32.
Wherein, the limiting stop lever 32 on both sides of the vertical plate of the i-steel beam 3 is provided with a strut through hole, two transverse struts 31 respectively penetrate through the two strut through holes of the limiting stop lever 32, and both ends of the transverse struts 31 respectively penetrate through and are fixed in the beam fixing holes of the upper transverse plate and the lower transverse plate.
The invention relates to an assembled steel structure building beam column connecting structure.A connecting part of a first I-steel upright post 1 and a second I-steel upright post 2 and a fixed side plate 4 at the outer side are respectively provided with an arc-shaped sliding hole 41, two ends of a transverse strut 31 on an I-steel cross beam 3 are clamped in the two arc-shaped sliding holes 41, and the transverse strut 31 is limited by a limiting spring 43 arranged on the fixed side plate 4; meanwhile, a limiting stop lever 32 fixed on the I-shaped steel cross beam 3 is suspended by using a chain 6, and steel plate rubber shock absorption pads 7 are arranged on the inner side end faces of the I-shaped steel upright post I and the I-shaped steel upright post II on the two sides of the limiting stop lever. During earthquake, the i-beam 3 can move in the front-back direction, and the i-beam 3 can be limited under multiple actions during the movement process, such as: 1. the front and back movement of the transverse strut 31 of the i-steel beam 3 is limited by the arc-shaped sliding hole 41, so that the simple front and back movement is gradually converted into the front and back movement and the vertical movement, and the vertical movement makes the i-steel beam 3 generate the return movement trend under the action of self gravity. 2. When the transverse strut 31 of the i-steel beam 3 moves in the arc-shaped sliding hole 41, the i-steel beam 3 also tends to move back under the action of the limiting spring 43. 3. The limit stop lever 32 fixed on the i-steel beam 3 will also have a tendency to move back to the original position when the chain 6 is suspended. And once the I-shaped steel cross beam 3 moves forwards and backwards to displace excessively, the I-shaped steel cross beam 3 is limited by the arc-shaped sliding hole 41 and is prevented from moving excessively due to the damping and energy dissipation effects of the limiting stop rod 32 and the steel plate rubber damping pad 7 after contacting. Finally, under the multiple actions of the arc-shaped sliding hole 41, the limiting spring 43, the chain 6 and the steel plate rubber shock pad 7, the I-shaped steel cross beam 3 reduces the energy of forward and backward movement generated by an earthquake, and can gradually move back to the initial position, so that the earthquake-resistant and energy-consuming effects are achieved.
The beam column connecting structure of the assembled steel structure building has a compact structure, adopts elastic connection for the beam columns, is convenient and quick to install, improves the structural strength of beam column joints, reduces the bearing capacity of bolts, improves the integrity and the cooperativity of the beam columns, has a good anti-seismic energy consumption effect, is high in comprehensive strength, is not easy to cause damage of beam column joints, and is strong in practicability.
The invention has been described above with reference to the accompanying drawings, it is obvious that the invention is not limited to the specific implementation in the above-described manner, and it is within the scope of the invention to adopt such insubstantial modifications of the inventive concept and solution, or to apply the inventive concept and solution directly to other applications without such modifications.
Claims (8)
1. An assembly type steel structure building beam column connecting structure is characterized by comprising a first I-steel stand column (1), a second I-steel stand column (2) and an I-steel cross beam (3), wherein the first I-steel stand column (1) and the second I-steel stand column (2) are parallel and stand, the first I-steel stand column (1), the second I-steel stand column (2) and the I-steel cross beam (3) are respectively composed of an upper transverse plate, a lower transverse plate and a vertical plate for connecting the upper transverse plate and the lower transverse plate, column through holes (11) are formed in the vertical plates of the first I-steel stand column (1) and the second I-steel stand column (2), and the I-steel cross beam (3) penetrates through the column through holes (11); the fixing side plates (4) are arranged on the outer sides of the two upper transverse plates and the two lower transverse plates of the I-shaped steel upright post I (1), the two upper transverse plates and the two lower transverse plates of the I-shaped steel upright post II (2), and the fixing side plates (4) on the outer sides of the two upper transverse plates and the two lower transverse plates of the I-shaped steel upright post I (1), the transverse supporting rod (31) penetrating through the upper transverse plates and the lower transverse plates is arranged on the I-shaped steel cross beam (3), and two ends of the transverse supporting rod (31) are clamped in the connecting part of the I-shaped steel upright post I (1) and the I-shaped steel upright post II (2) and the arc-shaped sliding holes (41) of the fixing side plates (4); be provided with between the two risers of I-steel stand one (1), I-steel stand two (2) suspension link (5), suspension link (5) below has suspended spacing shelves pole (32) through chain (6), spacing shelves pole (32) are fixed with the riser of horizontal branch (31) and I-steel crossbeam (3).
2. The assembly type steel structure building beam column connection structure according to claim 1, wherein there are two transverse supporting rods (31) and two arc sliding holes (41), and the two transverse supporting rods (31) and the two arc sliding holes (41) are located on the same vertical line; spring fixing seats (42) are arranged on the end faces of the outer sides of the fixed side plates (4) on the two sides below the arc-shaped sliding holes (41), and limiting springs (43) are arranged between the transverse supporting rods (31) on the outer sides of the fixed side plates (4) and the two spring fixing seats (42).
3. The assembly type steel structure building beam column connection structure according to claim 1, wherein beam fixing holes are formed in the upper transverse plate and the lower transverse plate above and below the vertical plate of the I-shaped steel beam (3), two transverse support rods (31) are respectively arranged above and below the vertical plate of the I-shaped steel beam (3) and penetrate through the beam fixing holes in the upper transverse plate and the lower transverse plate, and two fixing nuts are installed at the tail ends of the transverse support rods (31) outside the fixing side plates (4).
4. The assembled steel structure building beam column connecting structure according to claim 1, wherein the edges of the two upper transverse plates and the two lower transverse plates at the connecting part of the I-steel upright post I (1) and the I-steel upright post II (2) are respectively provided with a semi-arc-shaped notch, and the two semi-arc-shaped notches of the two upper transverse plates and the two lower transverse plates are combined to form an arc-shaped sliding hole (41) and are overlapped with the arc-shaped sliding hole (41) on the fixed side plate (4) at the outer side of the arc-shaped sliding hole.
5. The assembly type steel structure building beam column connection structure of claim 1, wherein a thread is arranged in the middle of the limit stop lever (32), the I-shaped steel beam (3) is arranged in a side-lying manner, a hanging mounting hole is formed in a vertical plate of the I-shaped steel beam (3) in the side-lying manner, the limit stop lever (32) vertically penetrates through the hanging mounting hole in the vertical plate of the I-shaped steel beam (3), locking nuts (33) are arranged on the limit stop lever (32) on the upper side and the lower side of the vertical plate of the I-shaped steel beam (3), and the locking nuts (33) are locked through the thread arranged on the limit stop lever (32).
6. The assembled steel structure building beam column connecting structure according to claim 5, wherein the limiting stop rods (32) on both sides of the riser of the I-steel beam (3) are provided with rod through holes, the two transverse rods (31) respectively penetrate through the two rod through holes of the limiting stop rods (32), and both ends of the transverse rods (31) respectively penetrate through and are fixed in the beam fixing holes of the upper transverse plate and the lower transverse plate.
7. An assembled steel structure building beam column connection structure according to claim 1, wherein a fixed suspension base (51) is installed on the suspension rod (5), the chain (6) is a chain in a chain, the upper end of the chain (6) is fixed on the fixed suspension base (51), and the lower end of the chain is fixed on the top end of the limit stop rod (32).
8. The assembled steel structure building beam column connecting structure as claimed in claim 1, wherein the i-steel uprights (1) and (2) on both sides of the limit stop lever (32) are provided with steel plate rubber shock-absorbing pads (7) on the inner side end faces of the risers.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211294444.1A CN115434423B (en) | 2022-10-21 | 2022-10-21 | Assembled steel construction building beam column connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211294444.1A CN115434423B (en) | 2022-10-21 | 2022-10-21 | Assembled steel construction building beam column connection structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN115434423A true CN115434423A (en) | 2022-12-06 |
| CN115434423B CN115434423B (en) | 2023-08-22 |
Family
ID=84252958
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202211294444.1A Active CN115434423B (en) | 2022-10-21 | 2022-10-21 | Assembled steel construction building beam column connection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN115434423B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109386067A (en) * | 2018-11-16 | 2019-02-26 | 南宁学院 | A kind of beam column shock-absorption connecting structure |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5660017A (en) * | 1994-12-13 | 1997-08-26 | Houghton; David L. | Steel moment resisting frame beam-to-column connections |
| US20020100229A1 (en) * | 2001-01-26 | 2002-08-01 | Siontech Engineering Consultants, Inc. | Seismic-resistant beam-to-column moment connection |
| CN206599863U (en) * | 2017-03-18 | 2017-10-31 | 浙江立信建设发展有限公司 | A kind of beam column of steel structure |
| CN207176935U (en) * | 2017-05-04 | 2018-04-03 | 西京学院 | A kind of structures with semi-rigid joints bolt fastening structure of the beam column on weak direction of principal axis |
| CN111677116A (en) * | 2020-06-15 | 2020-09-18 | 安徽跨宇钢结构网架工程有限公司 | H-shaped steel beam and H-shaped steel column weak axis assembled node and construction method |
| CN112854450A (en) * | 2021-01-13 | 2021-05-28 | 盛尔建设集团有限公司 | Novel adjustable biography power roof beam of assembled steel construction |
| CN213741638U (en) * | 2020-09-17 | 2021-07-20 | 刘立成 | Steel pipe concrete beam column cross connection node structure |
| CN113931309A (en) * | 2021-11-05 | 2022-01-14 | 西安建筑科技大学 | Assembled steel construction beam column weak axis connected node |
| CN114351885A (en) * | 2022-01-18 | 2022-04-15 | 安徽富煌钢构股份有限公司 | Assembled steel construction wind-resistant shock attenuation building |
| CN115110637A (en) * | 2022-08-10 | 2022-09-27 | 窦晓刚 | Assembled prefabricated building steel structure beam column connecting member and using method thereof |
-
2022
- 2022-10-21 CN CN202211294444.1A patent/CN115434423B/en active Active
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5660017A (en) * | 1994-12-13 | 1997-08-26 | Houghton; David L. | Steel moment resisting frame beam-to-column connections |
| US20020100229A1 (en) * | 2001-01-26 | 2002-08-01 | Siontech Engineering Consultants, Inc. | Seismic-resistant beam-to-column moment connection |
| CN206599863U (en) * | 2017-03-18 | 2017-10-31 | 浙江立信建设发展有限公司 | A kind of beam column of steel structure |
| CN207176935U (en) * | 2017-05-04 | 2018-04-03 | 西京学院 | A kind of structures with semi-rigid joints bolt fastening structure of the beam column on weak direction of principal axis |
| CN111677116A (en) * | 2020-06-15 | 2020-09-18 | 安徽跨宇钢结构网架工程有限公司 | H-shaped steel beam and H-shaped steel column weak axis assembled node and construction method |
| CN213741638U (en) * | 2020-09-17 | 2021-07-20 | 刘立成 | Steel pipe concrete beam column cross connection node structure |
| CN112854450A (en) * | 2021-01-13 | 2021-05-28 | 盛尔建设集团有限公司 | Novel adjustable biography power roof beam of assembled steel construction |
| CN113931309A (en) * | 2021-11-05 | 2022-01-14 | 西安建筑科技大学 | Assembled steel construction beam column weak axis connected node |
| CN114351885A (en) * | 2022-01-18 | 2022-04-15 | 安徽富煌钢构股份有限公司 | Assembled steel construction wind-resistant shock attenuation building |
| CN115110637A (en) * | 2022-08-10 | 2022-09-27 | 窦晓刚 | Assembled prefabricated building steel structure beam column connecting member and using method thereof |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109386067A (en) * | 2018-11-16 | 2019-02-26 | 南宁学院 | A kind of beam column shock-absorption connecting structure |
| CN109386067B (en) * | 2018-11-16 | 2024-01-23 | 南宁学院 | Beam column shock attenuation connection structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN115434423B (en) | 2023-08-22 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108951908B (en) | Frame shear wall structure with swing energy dissipation column | |
| CN115434423A (en) | Assembled steel construction building beam column connection structure | |
| CN109386067B (en) | Beam column shock attenuation connection structure | |
| CN111395574A (en) | Assembled self-resetting energy dissipation shear wall | |
| CN203361397U (en) | One-way energy dissipation supporting member | |
| CN215254852U (en) | A consolidate strutting arrangement for building engineering | |
| CN214784747U (en) | Reinforced structure of steel structure connecting node | |
| CN212001590U (en) | Steel pipe constructs support with antidumping function | |
| CN210342425U (en) | Assembled building truss | |
| CN211447999U (en) | Building steel structure that shock resistance is good | |
| CN210562585U (en) | Light steel structure building structure | |
| CN215925726U (en) | Integral reinforcing device for anti-seismic bridge | |
| CN202455709U (en) | Shock absorption and seismic-resistant communication cabinet frame | |
| CN217630432U (en) | Novel truss structure with energy dissipation and shock absorption mechanism | |
| CN111622349A (en) | Assembled brace rod connection form suitable for cable support prestressed steel column | |
| CN220352627U (en) | Single-column pier double-hoop capping beam support | |
| CN210917957U (en) | High-strength supporting device | |
| CN219175950U (en) | Reinforced structure of steel structure joint | |
| CN220848127U (en) | Assembled building truss | |
| CN112962810B (en) | Comprehensive anti-seismic steel structure and installation and construction method thereof | |
| CN114427270B (en) | A antidetonation steel skeleton and antidetonation wall body for steel construction building | |
| CN212080504U (en) | High-resistance anti-seismic connecting support combined structure | |
| CN217559189U (en) | Multipurpose anti-seismic support for building | |
| CN211200788U (en) | Novel antidetonation steel construction | |
| CN210888147U (en) | Temporary construction steel structure support frame |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |