CN113882516A - Assembled steel construction building dysmorphism beam column connection structure - Google Patents
Assembled steel construction building dysmorphism beam column connection structure Download PDFInfo
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- CN113882516A CN113882516A CN202111288289.8A CN202111288289A CN113882516A CN 113882516 A CN113882516 A CN 113882516A CN 202111288289 A CN202111288289 A CN 202111288289A CN 113882516 A CN113882516 A CN 113882516A
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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
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
- E04B1/5806—Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile
- E04B1/5812—Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile of substantially I - or H - form
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
-
- 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
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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
- E04B2001/2448—Connections between open section profiles
-
- 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
- E04B2001/2466—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
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
- E04B2001/5875—Connections for building structures in general of bar-shaped building elements using exterior clamping plates or shells
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention relates to an assembly type steel structure building special-shaped beam-column connecting structure which comprises a supporting column and at least one cross beam arranged on the outer side of the supporting column; the outer side of the supporting column is sequentially provided with a first fixing piece and a second fixing piece for fixing the cross beam from top to bottom; the outer side of the supporting column is also provided with a connecting component connected with the end part of the beam; the connecting assembly comprises a first lug plate arranged on the supporting column and a second lug plate arranged at the end part of the cross beam; regular diamond-shaped through holes which are matched with each other are formed in the first ear plate and the second ear plate, and regular diamond-shaped connecting columns are inserted in the regular diamond-shaped through holes. The regular-diamond-shaped connecting column sequentially penetrates through the regular-diamond-shaped through holes in the first ear plate and the second ear plate to realize butt joint of the cross beam and the supporting column, and preliminary fixing of the two parts is completed, so that butt joint efficiency is improved; finally, the beam is connected with the supporting column through the first fixing piece and the second fixing piece; the structural strength is stable, and the bearing capacity is improved.
Description
Technical Field
The invention belongs to the technical field of beam column joints of steel structures, and particularly relates to an assembly type steel structure building special-shaped beam column connecting structure.
Background
The assembled steel structure building is a stressed structure formed by matching various prefabricated components with a steel structure system; the building is assembled by a steel structure and a containment system. The beam-column joint is the most representative core component, and the optimization of the beam-column joint directly influences the progress efficiency and the structural strength. And the conventional operation among the prior art adopts crossbeam direct bolted connection on the support column usually, though the easy operation when beginning to assemble, but the butt joint work of crossbeam and support column mounting point is comparatively loaded down with trivial details among the preliminary preparation work especially, and the bearing capacity of its structure is very limited simultaneously.
Disclosure of Invention
The invention provides a connecting structure for a special-shaped beam column of an assembly type steel structure building, which aims to solve the problems that butt joint between a cross beam and a support column is complicated and bearing capacity is weak.
The invention is realized by the following technical scheme:
an assembly type steel structure building special-shaped beam column connecting structure comprises a supporting column and at least one cross beam arranged on the outer side of the supporting column;
a first fixing piece and a second fixing piece for fixing the cross beam are sequentially arranged on the outer side of the supporting column from top to bottom;
the outer side of the supporting column is also provided with a connecting assembly connected with the end part of the cross beam;
the connecting assembly comprises a first lug plate arranged on the supporting column and a second lug plate arranged at the end part of the cross beam; regular diamond-shaped through holes matched with each other are formed in the first ear plate and the second ear plate, and a solid regular diamond-shaped connecting column connected with the first ear plate and the second ear plate is inserted in the regular diamond-shaped through holes.
The regular-diamond-shaped connecting column sequentially penetrates through the regular-diamond-shaped through holes in the first ear plate and the second ear plate to realize butt joint of the cross beam and the supporting column, and preliminary fixing of the two parts is completed, so that butt joint efficiency is improved; finally, the beam is connected with the supporting column through the first fixing piece and the second fixing piece; the structural strength is stable, and the bearing capacity is improved.
In a further development of the invention, the length of the first fastening element in the horizontal direction is smaller than the length of the second fastening element in the horizontal direction. The second fixing piece has a supporting effect on the cross beam and can increase the contact area.
The invention further improves the structure that the supporting column is of an H-shaped steel structure, and the first fixing piece, the second fixing piece and the first lug plate are arranged on the wing plate of the supporting column; and a vertical rib plate is arranged on the inner side of the wing plate of the support column, and the vertical rib plate penetrates through the wing plate of the support column through a fastener and then is respectively connected with the first fixing part and the second fixing part. The structure of H shaped steel improves self structural strength when reducing support column material, improves the wholeness of first mounting and second mounting on the support column through vertical floor.
In addition, the beam is of an H-shaped steel structure, a notch for accommodating the second lug plate is formed in the beam, and the length of the second lug plate in the horizontal direction is not greater than that of the notch in the horizontal direction. So as to ensure enough contact area between the cross beam and the first fixing piece and the second fixing piece.
In a further development of the invention, the distance between two adjacent first lug plates is matched to the thickness of the second lug plate. Install between two adjacent first otic placodes through the second otic placode to through spacing and then realize fixing before the crossbeam installation to the second otic placode.
In a further improvement of the present invention, the first ear plate has first inclined surfaces on both sides of the upper portion thereof. The second ear plate is placed between the two adjacent first ear plates from top to bottom through the first inclined plane to form installation guide.
In addition, the second ear plate is provided with a second inclined surface at two sides of the bottom of the second ear plate. The second inclined plane at the bottom of the second lug plate is used for improving the second lug plate to be placed between two adjacent first lug plates so as to provide installation guide.
The first lug plate is fixed on a lug plate seat, and the lug plate seat passes through a wing plate of the support column through a fastener to be connected with the vertical rib plate. Improve the nimble assembly nature of first otic placode through the otic placode seat, the otic placode seat passes behind the pterygoid lamina through the fastener and meets with vertical floor can effectively improve the bearing capacity of support column pterygoid lamina simultaneously.
The invention is further improved in that the web plate of the support column is provided with at least two transverse rib plates for supporting the vertical rib plates. The transverse rib plates on the web plates are connected with the vertical rib plates, so that the supporting strength of the vertical rib plates is improved.
In a further improvement of the present invention, the first fixing member and the second fixing member are both in a right-angled angle iron-like structure, and a first reinforcing rib and a second reinforcing rib are respectively disposed on an inner side of a corner of the first fixing member and an inner side of a corner of the second fixing member. The connecting area of the cross beam and the supporting column is reinforced through the angle iron-shaped structures of the first fixing piece and the second fixing piece; the structural strength of the first fixing piece and the second fixing piece is respectively increased through the first reinforcing rib and the second reinforcing rib.
According to the technical scheme, the invention has the beneficial effects that: 1. the regular-diamond-shaped connecting column sequentially penetrates through the regular-diamond-shaped through holes in the first ear plate and the second ear plate to realize butt joint of the cross beam and the supporting column, and preliminary fixing of the two parts is completed, so that butt joint efficiency is improved; finally, the beam is connected with the supporting column through the first fixing piece and the second fixing piece; the structural strength is stable, and the bearing capacity is improved. 2. The regular diamond-shaped through holes are matched with the regular diamond-shaped connecting columns, so that the convenience in connection between the first lug plate and the second lug plate is realized, and the assembly efficiency is improved; meanwhile, the structure of the regular diamond-shaped connecting column increases the shearing resistance with the second ear plate.
Drawings
In order to more clearly illustrate the technical solution of the present invention, the drawings used in the description will be briefly introduced, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained based on these drawings without creative efforts.
FIG. 1 is a first structural diagram of an embodiment of the present invention.
Fig. 2 is a second structural diagram of an embodiment of the present invention.
Fig. 3 is a schematic structural diagram of a second embodiment of the present invention.
FIG. 4 is a schematic diagram of a third structure of an embodiment of the present invention.
Fig. 5 is a first structural schematic diagram of a coupling assembly in accordance with an embodiment of the present invention.
Fig. 6 is a second structural schematic diagram of a connecting assembly according to an embodiment of the invention.
In the drawings: 1. the support column, 2, the crossbeam, 3, first mounting, 31, first strengthening rib, 4, second mounting, 41, second strengthening rib, 5, coupling assembling, 51, first otic placode, 52, second otic placode, 53, regular diamond-shaped spliced pole, 54, regular diamond-shaped through-hole, 55, otic placode seat, 6, vertical floor, 7, horizontal floor.
Detailed Description
In order to make the objects, features and advantages of the present invention more obvious and understandable, the technical solutions of the present invention will be clearly and completely described below with reference to the accompanying drawings in the present embodiment, and it is apparent that the embodiments described below are only a part of embodiments of the present invention, and not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the scope of protection of this patent.
The first embodiment is as follows:
as shown in fig. 1, 2, 5 and 6, the assembly type steel structure building special-shaped beam-column connecting structure comprises a supporting column 1 and at least one cross beam 2 arranged on the same side of the outer side of the supporting column 1. The support column 1 and the cross beam 2 are both H-shaped steel structures. Crossbeam 2 set up in the outside of one of them pterygoid lamina of support column 1, just the web of crossbeam 2 is vertical state setting.
Be equipped with in proper order from top to bottom on the pterygoid lamina of support column 1 with first mounting 3 and the second mounting 4 that crossbeam 2 meets. The length of the first fixing member 3 in the horizontal direction is smaller than the length of the second fixing member 4 in the horizontal direction. The second fixing part 4 has a supporting effect on the cross beam 2 and can increase the contact area. First mounting 3 and second mounting 4 are the right-angled angle bar column structure, the bent angle inboard of first mounting 3 and the bent angle inboard of second mounting 4 are equipped with first strengthening rib 31 and second strengthening rib 41 respectively. The connecting area of the beam 2 and the support column 1 is reinforced through the angle iron-shaped structures of the first fixing piece 3 and the second fixing piece 4; the first and second reinforcing beads 31 and 41 increase the structural strength of the first and second fixing members 3 and 4, respectively.
The transverse plate of the first fixing part 3 and the transverse plate of the second fixing part 4 are respectively connected with the upper wing plate and the lower wing plate of the cross beam 2 through fastening bolts and nuts. The connection strength of the first fixing piece 3 and the second fixing piece 4 with the cross beam 2 is improved through fastening bolts and nuts.
The vertical plate of the first fixing part 3 and the vertical plate of the second fixing part 4 are respectively connected with the wing plate of the support column 1 through fastening bolts and nuts. The connection strength of the first fixing piece 3 and the second fixing piece 4 and the support column 1 is improved through the fastening bolts and the nuts.
The inboard of the 1 pterygoid lamina of support column is equipped with vertical floor 6, first mounting 3 and second mounting 4 pass the pterygoid lamina of support column 1 through fastening bolt and nut respectively with vertical floor 6 is connected. The supporting strength of the supporting column 1 to the first fixing part 3 and the second fixing part 4 is improved through the vertical rib plates 6.
The web plate of the support column 1 is welded with a plurality of transverse rib plates 7 connected with the vertical rib plates 6. The support for the structural strength of the vertical ribs 6 is provided on the inside of the support column 1 by the transverse ribs 7.
The outside of support column 1 still be equipped with the coupling assembling 5 that the crossbeam 2 tip meets. The connecting assembly 5 comprises one to two first ear plates 51 arranged on the outer side of the wing plate of the supporting column 1 and one second ear plate 52 arranged at the end part of the cross beam 2; regular diamond-shaped through holes 54 matched with each other are formed in the first ear plate 51 and the second ear plate 52, and a solid regular diamond-shaped connecting column 53 connected with the first ear plate 51 and the second ear plate 52 is inserted in the regular diamond-shaped through holes 54.
A notch for accommodating a second lug plate 52 is formed on the end part of the cross beam 2, and the length of the second lug plate 52 in the horizontal direction is not more than that of the notch in the horizontal direction. So as to ensure a sufficient contact area between the cross beam 2 and the first and second fixing members 3 and 4. That is to say, the notch is provided at the end of the cross beam 2, below the upper wing plate of the cross beam 2. So as to facilitate the installation of the cross beam 2 from top to bottom.
The first lug plate 51 is fixed on a lug plate seat 55, and the lug plate seat 55 penetrates through a wing plate of the support column 1 through a fastening bolt and a nut to be connected with the vertical rib plate 6. Improve the nimble assembling nature of first otic placode 51 through otic placode seat 55, otic placode seat 55 meets with vertical floor 6 after passing the pterygoid lamina through the fastener simultaneously and can effectively improve the bearing capacity of support column 1 pterygoid lamina.
The distance between two adjacent first ear plates 51 is matched with the thickness of the second ear plate 52. The second ear plate 52 is installed between two adjacent first ear plates 51, so that the second ear plate 52 is limited to fix the cross beam 2 before installation. Both sides of the upper part of the first ear plate 51 are provided with a first guiding inclined plane. The second ear plate 52 is placed between two adjacent first ear plates 51 from top to bottom through the first inclined surface to form installation guide. And two sides of the bottom of the second ear plate 52 are provided with guiding second inclined planes. The second ear plate 52 is raised by the second slope at the bottom of the second ear plate 52 to provide a mounting guide for the insertion between two adjacent first ear plates 51.
In conclusion, when the device is used, S1, the second fixing piece 4, the vertical rib plate 6 and the transverse rib plate 7 are installed on the supporting column 1;
s2, placing the beam 2 on the second fixing piece 4, enabling the first lug plate 51 to be matched with the second lug plate 52, and inserting the first lug plate into the regular diamond through hole 54 through the regular diamond connecting column 53;
and S3, fixedly connecting the first fixing piece 3 with the cross beam 2 and the support column 1 respectively.
Example two:
as shown in fig. 3, 5 and 6, when the cross beam 2 is symmetrically arranged on the supporting column 1, the other parts are unchanged, and the two ends of the transverse rib plate 7 welded on the web plate of the supporting column 1 are respectively welded with the two vertical rib plates 6. So as to achieve the function of strengthening the supporting strength of the two symmetrical vertical rib plates 6.
Example three:
as shown in fig. 4, 5 and 6, when the included angle between adjacent beams 2 is a right angle, the support column 1 is a cross-shaped column structure as a whole, and the cross-shaped column is composed of two H-shaped steel with vertical web plates; at this time, the transverse rib plate 7 connecting the two adjacent vertical rib plates 6 is integrally bent, and two sides of the transverse rib plate 7 are respectively connected with the web plates of the two H-shaped steel.
According to the assembly type steel structure building special-shaped beam column connecting structure, the regular diamond-shaped connecting column sequentially penetrates through the regular diamond-shaped through holes in the first lug plate and the second lug plate so as to realize butt joint of the beam and the supporting column, and preliminary fixing of the two parts is completed, so that the butt joint efficiency is improved; finally, the beam is connected with the supporting column through the first fixing piece and the second fixing piece; the structural strength is stable, and the bearing capacity is improved. The regular diamond-shaped through holes are matched with the regular diamond-shaped connecting columns, so that the convenience in connection between the first lug plate and the second lug plate is realized, and the assembly efficiency is improved; meanwhile, the structure of the regular diamond-shaped connecting column increases the shearing resistance with the second ear plate.
The embodiments in the present description are described in a progressive manner, each embodiment focuses on differences from other embodiments, and the same and similar parts among the embodiments are referred to each other.
The terms "upper", "lower", "outside", "inside" and the like in the description and claims of the present invention and the above drawings are used for distinguishing relative positions if any, and are not necessarily given qualitatively. It is to be understood that the data so used is interchangeable under appropriate circumstances such that the embodiments of the invention described herein are capable of operation in sequences other than those illustrated or described herein. Furthermore, the terms "comprising" and "having," as well as any variations thereof, are intended to cover non-exclusive inclusions.
The previous description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the invention. Thus, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
Claims (10)
1. An assembly type steel structure building special-shaped beam column connecting structure is characterized by comprising a supporting column (1) and at least one cross beam (2) arranged on the outer side of the supporting column (1);
a first fixing piece (3) and a second fixing piece (4) for fixing the cross beam (2) are sequentially arranged on the outer side of the supporting column (1) from top to bottom;
the outer side of the supporting column (1) is also provided with a connecting component (5) connected with the end part of the cross beam (2);
the connecting assembly (5) comprises a first lug plate (51) arranged on the supporting column (1) and a second lug plate (52) arranged at the end part of the cross beam (2); all set up positive rhombus through-hole (54) of mutually supporting on first otic placode (51) and second otic placode (52), positive rhombus spliced pole (53) of connecting first otic placode (51) and second otic placode (52) are pegged graft in positive rhombus through-hole (54).
2. An assembled steel structural building profiled beam column connecting structure according to claim 1, characterized in that the length of the first fixing piece (3) in the horizontal direction is smaller than the length of the second fixing piece (4) in the horizontal direction.
3. The assembly type steel structure construction special-shaped beam column connecting structure as claimed in claim 1 or 2, wherein the supporting column (1) is of an H-shaped steel structure, and the first fixing part (3), the second fixing part (4) and the first lug plate (51) are arranged on a wing plate of the supporting column (1); the inner side of the wing plate of the support column (1) is provided with a vertical rib plate (6), and the vertical rib plate (6) penetrates through the wing plate of the support column (1) through a fastener and then is connected with the first fixing part (3) and the second fixing part (4) respectively.
4. An assembled steel structure building profiled beam column connecting structure according to claim 3, characterized in that, the crossbeam (2) is H-shaped steel structure, the crossbeam (2) is provided with a notch for accommodating the second lug plate (52), and the length of the second lug plate (52) in the horizontal direction is not more than the length of the notch in the horizontal direction.
5. An assembled steel structure building profiled beam column connecting structure according to claim 4, characterized in that, the interval between two adjacent first ear plates (51) matches the thickness of the second ear plate (52).
6. An assembled steel structure building profiled beam column connecting structure according to claim 4, characterized in that both sides of the upper portion of the first ear plate (51) are provided with a first inclined surface.
7. An assembled steel structure building profiled beam column connecting structure as claimed in claim 4, characterized in that, both sides of the bottom of the second ear plate (52) are provided with second inclined planes.
8. An assembled steel structure building profiled beam column connecting structure as claimed in claim 3, characterized in that, the first ear plate (51) is fixed on an ear plate seat (55), the ear plate seat (55) is connected with the vertical rib plate (6) by a fastener through the wing plate of the supporting column (1).
9. An assembled steel structure building profiled beam column connecting structure as claimed in claim 3, characterized in that, the web of the supporting column (1) is provided with at least two transverse ribs (7) supporting the vertical ribs (6).
10. An assembled steel structure building profiled beam column connecting structure according to claim 1, characterized in that, the first fixing member (3) and the second fixing member (4) are both in a right-angled angle iron-like structure, and the inside of the corner of the first fixing member (3) and the inside of the corner of the second fixing member (4) are respectively provided with a first reinforcing rib (31) and a second reinforcing rib (41).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111288289.8A CN113882516A (en) | 2021-11-02 | 2021-11-02 | Assembled steel construction building dysmorphism beam column connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111288289.8A CN113882516A (en) | 2021-11-02 | 2021-11-02 | Assembled steel construction building dysmorphism beam column connection structure |
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|---|---|
| CN113882516A true CN113882516A (en) | 2022-01-04 |
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|---|---|---|---|
| CN202111288289.8A Pending CN113882516A (en) | 2021-11-02 | 2021-11-02 | Assembled steel construction building dysmorphism beam column connection structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115162514A (en) * | 2022-07-21 | 2022-10-11 | 中国建筑第五工程局有限公司 | Assembled building beam column steel construction connecting elements |
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| JP2004353413A (en) * | 2003-05-30 | 2004-12-16 | Yasuhiro Kawachi | Connecting fitting for steel building member, and building member connecting structure using the same |
| CN201347588Y (en) * | 2008-12-12 | 2009-11-18 | 广州市设计院 | Universal hinged joint structure for building |
| CN107938838A (en) * | 2017-12-25 | 2018-04-20 | 合肥工业大学 | Frame beam column connecting node containing replaceable energy consumption part |
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| CN115162514A (en) * | 2022-07-21 | 2022-10-11 | 中国建筑第五工程局有限公司 | Assembled building beam column steel construction connecting elements |
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