CN114809287A - Assembled steel frame construction for building - Google Patents

Assembled steel frame construction for building Download PDF

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Publication number
CN114809287A
CN114809287A CN202210394974.7A CN202210394974A CN114809287A CN 114809287 A CN114809287 A CN 114809287A CN 202210394974 A CN202210394974 A CN 202210394974A CN 114809287 A CN114809287 A CN 114809287A
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CN
China
Prior art keywords
fixedly connected
connecting piece
steel frame
truss
truss girder
Prior art date
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Granted
Application number
CN202210394974.7A
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Chinese (zh)
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CN114809287B (en
Inventor
翟拯国
翟拯军
翟恒年
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Tianchang Dacheng Construction Co ltd
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Tianchang Dacheng Construction Co ltd
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Priority to CN202210394974.7A priority Critical patent/CN114809287B/en
Publication of CN114809287A publication Critical patent/CN114809287A/en
Application granted granted Critical
Publication of CN114809287B publication Critical patent/CN114809287B/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/58Connections for building structures in general of bar-shaped building elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/58Connections for building structures in general of bar-shaped building elements
    • E04B1/5825Connections for building structures in general of bar-shaped building elements with a closed cross-section
    • E04B1/5831Connections for building structures in general of bar-shaped building elements with a closed cross-section of substantially rectangular form
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2406Connection nodes
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2451Connections between closed section profiles
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/50Photovoltaic [PV] energy

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

The invention relates to the technical field of constructional engineering, and provides an assembled steel frame structure for buildings, which comprises a supporting column, wherein the right sides of the front end and the rear end of the supporting column are respectively connected with a limiting fixing plate through nuts, the upper part and the lower part of the adjacent side of the limiting fixing plate are respectively fixedly connected with a clamping block, the upper part and the lower part of the right side of the supporting column are respectively connected with one side of an I-shaped connecting piece through nuts, the right side of the I-shaped connecting piece is respectively and fixedly connected with a first truss girder, the adjacent side of the first truss girder is respectively and fixedly connected with an extending block, the middle part of the extending block is fixedly connected with a fixed column, and the outer wall of the fixed column is respectively and rotatably connected with one end of an angle supporting rod. According to the invention, through the assembly and installation of the steel frame structure, the cross beam is reinforced and fixed without adopting a large number of welding modes in the beam-column connection and beam-to-beam connection processes, so that the disassembly of a building frame is facilitated, and the cross beam can be reused after being disassembled, thereby improving the utilization rate and the working efficiency.

Description

Assembled steel frame construction for building
Technical Field
The invention relates to the technical field of constructional engineering, in particular to an assembly type steel frame structure for a building.
Background
The steel frame in the prior art is a structure which consists of steel beams and steel columns and can bear vertical and horizontal loads, is used for large-span or high-rise or heavy-load industrial and civil buildings, and has the advantages of high strength, light weight, uniform material, high structural reliability, low carbon, energy conservation, environmental friendliness, reusability and the like. In the current assembled steel structure installation, in the connection of roof beam, column junction, roof beam and roof beam, when the span is great between the girder, need adopt a large amount of welded modes to fix the crossbeam, lead to the building frame difficult to dismantle, also can not used repeatedly and can't be better after dismantling simultaneously control the welding seam quality, welding seam detection work volume is big, and the expense is too high, reduces work efficiency.
Therefore, it is necessary to develop an assembly type steel frame structure for construction to solve at least one of the above-mentioned technical problems.
Disclosure of Invention
The invention aims to provide an assembly type steel frame structure for buildings, which is characterized in that a beam column is connected and a beam are connected in the process of reinforcing and fixing a cross beam without adopting a large number of welding modes through the assembly and installation of a steel frame structure, so that the assembly type steel frame structure is beneficial to the disassembly of a building frame, can be reused after being disassembled, and improves the utilization rate and the working efficiency.
The above object of the present invention can be achieved by the following technical solutions:
the invention provides an assembly type steel frame structure for buildings, which comprises a supporting column, wherein the right sides of the front end and the rear end of the supporting column are respectively connected with a limiting fixing plate through nuts, the upper part and the lower part of the adjacent side of the limiting fixing plate are respectively fixedly connected with a clamping block, the upper part and the lower part of the right side of the supporting column are respectively connected with one side of an I-shaped connecting piece through nuts, the right side of the I-shaped connecting piece is respectively fixedly connected with a first truss girder, the adjacent side of the first truss girder is respectively and fixedly connected with an extending block, the middle part of the extending block is fixedly connected with a fixing column, the outer wall of the fixing column is respectively and rotatably connected with one end of an angle supporting rod, the upper part and the lower part of the right side of the supporting column are respectively and fixedly connected with a T-shaped connecting piece, the right side of the T-shaped connecting piece is respectively connected with the other end of the angle supporting rod through nuts, the upper part and the lower part of the left side of the supporting column are respectively connected with one side of the U-shaped connecting piece through nuts, the equal fixedly connected with fixed block in left side of U-shaped connecting piece, the front side inside of fixed block all is provided with the square positive groove, equal sliding connection has the second truss roof beam in the square positive groove, the one end of roof beam structure is erect to adjacent one side difference fixed connection of second truss roof beam.
As a further description of the above technical solution:
and one sides of the first truss girder and the second truss girder are fixedly connected at one end of the extension connecting sleeve head.
As a further description of the above technical solution:
the equal fixedly connected with link of adjacent one side of fixed block, the link all is connected with the one end of twisting elasticity ring.
As a further description of the above technical solution:
the top bottom end of the square groove is provided with a pressing plate, one side of the pressing plate is fixedly connected to one end of the spring, and the other end of the spring is fixedly connected to the top bottom end of the square groove respectively.
As a further description of the above technical solution:
the upper side and the lower side of the front end of the fixed block are connected with the rear end of the right-angle connecting piece through nuts, and one side, adjacent to the right-angle connecting piece, of the right-angle connecting piece is in contact with the top end and the bottom end of the second truss girder respectively.
As a further description of the above technical solution:
the left side of fixed block all is provided with stabilizes the spliced pole, stabilize the spliced pole and all run through the left side of fixed block and second truss roof beam in proper order and with the right side block in the positive groove of side.
As a further description of the above technical solution:
the length of the first truss girder is greater than that of the second truss girder, and the first truss girder and the second truss girder are perpendicular to each other.
As a further description of the above technical solution:
the angle of the angle support rod is a forty-five degree angle, and the angle support rod is in a relative mirror image state.
As a further description of the above technical solution:
rubber sleeves are arranged on the outer sides of the top ends and the bottom ends of the vertical beam frames, and ethylene propylene diene monomer materials are adopted for the rubber sleeves.
As a further description of the above technical solution: the first truss girder and the second truss girder are both made of carbon steel and low alloy steel.
The invention has the characteristics and advantages that: when the device is used, the support column is vertically fixed, the I-shaped connecting piece and the first truss girder are fixed on the support column through the nut, one side of the limiting fixing plate is fixed on the support column, the clamping block fixedly connected with the other side of the limiting fixing plate is clamped with the top end and the bottom end of the I-shaped steel groove in the I-shaped connecting piece, the angle supporting rod for rotating the extending block and the fixing column on one side of the first truss girder is rotated to the position of the T-shaped connecting piece at the same time, the T-shaped connecting piece is fixed through the nut, the first truss girder is installed, the U-shaped connecting piece and the fixing block are connected with the support column through the nut, the second truss girder slides into the square groove of the fixing block and is fixed through the stable connecting column on the left side of the square groove, the second truss girder is installed, and the device is assembled and installed in the whole process, In the connection process of roof beam and roof beam, need not adopt a large amount of welded modes to fix the crossbeam, be favorable to building frame's dismantlement, also can used repeatedly after dismantling simultaneously, improve utilization ratio and work efficiency.
Drawings
In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings needed to be used in the description of the embodiments will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art to obtain other drawings based on these drawings without creative efforts.
FIG. 1 is a front perspective view of an assembled steel frame structure for construction according to the present invention;
FIG. 2 is a rear side perspective view of an assembled steel frame structure for construction according to the present invention;
fig. 3 is a schematic view illustrating a disassembled structure of a second truss girder of an assembled steel frame structure for a building according to the present invention;
fig. 4 is a schematic view of a first truss girder splitting structure of an assembled steel frame structure for a building according to the present invention.
The reference numbers illustrate: 1. a support pillar; 2. an I-shaped connecting piece; 3. a torsional elastic ring; 4. a first truss beam; 5. a limiting fixing plate; 6. a bit block; 7. an extension block; 8. fixing a column; 9. an angle support bar; 10. a rubber sleeve; 11. a T-shaped connector; 12. an extension connecting sleeve head; 13. a U-shaped connector; 14. a fixed block; 15. a square groove; 16. a second truss beam; 17. a right angle connector; 18. a spring; 19. pressing a plate; 20. a stable connecting column; 21. erecting a beam frame; 22. and (5) hanging a ring.
Detailed Description
Reference will now be made in detail to embodiments of the present invention, examples of which are illustrated in the accompanying drawings, wherein like or similar reference numerals refer to the same or similar elements or elements having the same or similar function throughout. The embodiments described below with reference to the accompanying drawings are illustrative only for the purpose of explaining the present invention, and are not to be construed as limiting the present invention.
In the description of the present invention, it is to be understood that the terms "center," "longitudinal," "lateral," "length," "width," "thickness," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," "clockwise," "counterclockwise," "axial," "radial," "circumferential," and the like are used in the orientations and positional relationships indicated in the drawings for convenience in describing the present invention and to simplify the description, and are not intended to indicate or imply that the referenced devices or elements must have a particular orientation, be constructed and operated in a particular orientation, and are therefore not to be considered limiting of the present invention. Furthermore, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a plurality" means two or more unless otherwise specified.
In the description of the present invention, it should be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning either a fixed connection, a removable connection, or an integral connection; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
The first embodiment;
as shown in figures 1-4, the invention provides an assembly type steel frame structure for buildings, which comprises a support pillar 1, wherein the right sides of the front end and the rear end of the support pillar 1 are respectively connected with a limit fixing plate 5 through nuts, the upper part and the lower part of the adjacent side of the limit fixing plate 5 are respectively fixedly connected with a clamping block 6, the clamping blocks 6 are clamped with the top bottom end of an I-shaped steel groove in an I-shaped connecting piece 2, so that the whole I-shaped connecting piece 2 is firmer, the upper part and the lower part of the right side of the support pillar 1 are respectively connected with one side of the I-shaped connecting piece 2 through nuts, the right side of the I-shaped connecting piece 2 is respectively and fixedly connected with a first truss girder 4, the adjacent side of the first truss girder 4 is respectively and fixedly connected with an extending block 7, the middle part of the extending block 7 is fixedly connected with a fixed column 8, the outer wall of the fixed column 8 is respectively and rotatably connected with one end of an angle supporting rod 9, the upper part and the lower part of the right side of the support pillar 1 are respectively and fixedly connected with a T-shaped connecting piece 11, the right side of T-shaped connecting piece 11 all is connected with the other end of angular support pole 9 through the nut, interconnect through rotation and nut, make the angle of angular support pole 9 present the best forty-five degree angle, improve the fixed degree of first truss-girder 4, the lower part all is connected with one side of U-shaped connecting piece 13 through the nut on the support column 1 left side, the equal fixedly connected with fixed block 14 in left side of U-shaped connecting piece 13, the inside square straight groove 15 that all is provided with in front side of fixed block 14, equal sliding connection has second truss-girder 16 in the square straight groove 15, the one end of erecting roof beam structure 21 is erect to adjacent one side difference fixed connection roof beam structure of second truss-girder 16, through the vertical effect of erectting roof beam structure 21, further improve the stability of second truss-girder 16.
The second embodiment;
the present embodiment differs from the above embodiments in that: one side of each of the first truss girder 4 and the second truss girder 16 is fixedly connected with one end of an extension connecting sleeve 12, the length of the first truss girder 4 and the second truss girder 16 can be lengthened through the extension connecting sleeve 12, the application range of the equipment is improved, one side adjacent to each of the fixed blocks 14 is fixedly connected with a hanging ring 22, the hanging ring 22 is connected with one end of a torsion elastic ring 3, the upper fixed block 14 and the lower fixed block 14 are mutually associated through the elastic fixing action of the torsion elastic ring 3, the integral firmness of the equipment is improved, the top bottom end of the square groove 15 is provided with a pressing plate 19, one side of the pressing plate 19 is fixedly connected with one end of a spring 18, the other end of the spring 18 is respectively and fixedly connected with the top bottom end of the square groove 15, the fixing degree of the second truss girder 16 in the square groove 15 is improved through the elastic pressing action of the spring 18 and the pressing plate 19, the upper side and the lower side of the front end of the fixed block 14 are connected with the rear end of a right-angle connecting piece 17 through nuts, and the adjacent one side of right angle connecting piece 17 contacts with the top bottom end of second truss roof beam 16 respectively, improve the contact range of fixed block 14 and second truss roof beam 16 through right angle connecting piece 17, further improve stability, the left side of fixed block 14 all is provided with stabilizes spliced pole 20, stabilize spliced pole 20 all run through the left side of fixed block 14 and second truss roof beam 16 in proper order and with the right side block of square groove 15, lock and fix second truss roof beam 16 through stabilizing spliced pole 20, ensure the normal clear of operation.
Example three;
the present embodiment differs from the above embodiments in that: the length of first truss girder 4 is greater than the length of second truss girder 16, and first truss girder 4 is mutually perpendicular state with second truss girder 16, the angle of angular bracing piece 9 is the forty-five degree angle, and angular bracing piece 9 is relative mirror image state, best angle through angular bracing piece 9, improve the fixed degree of first truss girder 4, the top bottom outside of erectting roof beam structure 21 all is provided with rubber sleeve 10, all adopt the EPT material of rubber sleeve 10, first truss girder 4 and second truss girder 16 all adopt carbon steel material and low alloy steel material to make, through firm, the life of whole device is further ensured to durable and anticorrosive material.
The working principle is as follows: when the device is used, the supporting column 1 is taken out for vertical fixation, the I-shaped connecting piece 2 is fixed on the upper and lower parts of one side of the supporting column 1 respectively through the nut, the first truss girder 4 fixedly connected with the I-shaped connecting piece 2 is fixed on the supporting column 1 together, one side of the limiting fixing plate 5 is fixed on the supporting column 1, the clamping block 6 fixedly connected with the other side is clamped with the top and bottom ends of the I-shaped steel groove in the I-shaped connecting piece 2, so that the whole I-shaped connecting piece 2 is firmer, the angle supporting rod 9 rotating the extending block 7 on one side of the first truss girder 4 and the fixing column 8 rotates towards the supporting column 1 at the same time, after the T-shaped connecting piece 11 is rotated to the position, the T-shaped connecting piece is connected with one end of the angle supporting rod 9 through the nut, the angle of the angle supporting rod 9 presents the best forty-five degree angle, the fixing degree of the first truss girder 4 is improved, the whole process completes the installation of the first truss girder 4, then the U-shaped connecting piece 13 is connected with the left side of the supporting column 1 through a nut, the connection of the U-shaped connecting piece 13 also drives the fixed block 14 fixedly connected with the U-shaped connecting piece to be connected with the supporting column 1, then the second truss girder 16 slides into the square groove 15 of the fixed block 14 and is fixed through the stable connecting column 20 on the left side of the square groove 15, the stability of the second truss girder 16 is ensured, meanwhile, the middle part of the second truss girder 16 is fixed with the vertical girder frame 21, the stability of the second truss girder 16 is further improved, the whole process completes the installation of the second truss girder 16, and through assembly and installation, the device does not need to adopt a large number of welding modes to fix the crossbeam in the connection process of the girder, the column connection and the girder, thereby being beneficial to the disassembly of the building frame and being capable of being reused after the disassembly, the utilization rate and the working efficiency are improved.
In the description herein, references to the description of the term "one embodiment," "some embodiments," "an illustrative embodiment," "an example," "a specific example," or "some examples" or the like mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
While embodiments of the invention have been shown and described, it will be understood by those of ordinary skill in the art that: various changes, modifications, substitutions and alterations can be made to the embodiments without departing from the principles and spirit of the invention, the scope of which is defined by the claims and their equivalents.

Claims (10)

1. An assembled steel frame structure for construction, comprising: the support column comprises a support column (1), the right sides of the front end and the rear end of the support column (1) are connected with a limiting fixing plate (5) through nuts, the upper and lower parts of the adjacent side of the limiting fixing plate (5) are fixedly connected with a clamping block (6), the upper and lower parts of the right side of the support column (1) are connected with one side of an I-shaped connecting piece (2) through nuts, the right side of the I-shaped connecting piece (2) is fixedly connected with a first truss beam (4), the adjacent side of the first truss beam (4) is fixedly connected with an extending block (7), the middle part of the extending block (7) is fixedly connected with a fixed column (8), the outer wall of the fixed column (8) is rotatably connected with one end of an angle supporting rod (9), the upper and lower parts of the right side of the support column (1) are fixedly connected with a T-shaped connecting piece (11), and the right side of the T-shaped connecting piece (11) is connected with the other end of the angle supporting rod (9) through nuts, the utility model discloses a truss structure, including support column (1), U-shaped connecting piece (13), square right groove (15), equal sliding connection has second truss roof beam (16) in the square right groove (15), the one end of roof beam structure (21) is erect to adjacent one side difference fixed connection of second truss roof beam (16), the lower part all is connected with one side of U-shaped connecting piece (13) through the nut on the left side of support column (1), the equal fixedly connected with fixed block (14) in the left side of U-shaped connecting piece (13), the front side inside of fixed block (14) all is provided with square right groove (15).
2. The assembled steel frame structure for construction according to claim 1, wherein: one sides of the first truss girder (4) and the second truss girder (16) are fixedly connected with one end of the extension connecting sleeve head (12).
3. The assembled steel frame structure for construction according to claim 1, wherein: the adjacent side of fixed block (14) all fixedly connected with link (22), link (22) all are connected with the one end of twisting elasticity ring (3).
4. The assembled steel frame structure for construction according to claim 1, wherein: the top bottom end of the square positive groove (15) is provided with a pressing plate (19), one side of the pressing plate (19) is fixedly connected to one end of a spring (18), and the other end of the spring (18) is fixedly connected to the top bottom end of the square positive groove (15) respectively.
5. The assembled steel frame structure for construction according to claim 1, wherein: the upper side and the lower side of the front end of the fixed block (14) are connected with the rear end of the right-angle connecting piece (17) through nuts, and the adjacent side of the right-angle connecting piece (17) is in contact with the top end and the bottom end of the second truss girder (16) respectively.
6. The assembled steel frame structure for construction according to claim 1, wherein: the left side of fixed block (14) all is provided with stabilizes spliced pole (20), stabilize spliced pole (20) and all run through the left side of fixed block (14) and second truss roof beam (16) in proper order and with the right side block of square groove (15).
7. The assembled steel frame structure for construction according to claim 1, wherein: the length of the first truss girder (4) is greater than that of the second truss girder (16), and the first truss girder (4) and the second truss girder (16) are perpendicular to each other.
8. The assembled steel frame structure for construction as set forth in claim 1, wherein: the angle of the angle support rod (9) is a forty-five degree angle, and the angle support rod (9) is in a relative mirror image state.
9. The assembled steel frame structure for construction according to claim 1, wherein: rubber sleeves (10) are arranged on the outer sides of the top and bottom ends of the vertical beam frame (21), and ethylene propylene diene monomer materials are adopted for the rubber sleeves (10).
10. The assembled steel frame structure for construction according to claim 1, wherein: the first truss girder (4) and the second truss girder (16) are both made of carbon steel and low alloy steel.
CN202210394974.7A 2022-04-15 2022-04-15 Assembled steel frame structure for building Active CN114809287B (en)

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CN114809287B CN114809287B (en) 2023-06-27

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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4441287A (en) * 1980-07-24 1984-04-10 Engineered Roof Trusses Pty. Ltd. Framed building construction
CN110325691A (en) * 2017-01-19 2019-10-11 维克托布洛克公司 Modular architectural connector
CN211816922U (en) * 2019-11-15 2020-10-30 广西立兴建设工程有限公司 Steel construction assembled house frame construction
CN214423590U (en) * 2020-12-20 2021-10-19 杭州合耀机械制造有限公司 Steel structure beam column connecting and damping device
CN214739016U (en) * 2020-01-19 2021-11-16 鞍钢中电建筑科技股份有限公司 Steel frame structure supporting device and steel frame structure

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4441287A (en) * 1980-07-24 1984-04-10 Engineered Roof Trusses Pty. Ltd. Framed building construction
CN110325691A (en) * 2017-01-19 2019-10-11 维克托布洛克公司 Modular architectural connector
CN211816922U (en) * 2019-11-15 2020-10-30 广西立兴建设工程有限公司 Steel construction assembled house frame construction
CN214739016U (en) * 2020-01-19 2021-11-16 鞍钢中电建筑科技股份有限公司 Steel frame structure supporting device and steel frame structure
CN214423590U (en) * 2020-12-20 2021-10-19 杭州合耀机械制造有限公司 Steel structure beam column connecting and damping device

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