CN113585458A - Cross-shaped section column steel frame beam column assembly type node with space inclined strut - Google Patents
Cross-shaped section column steel frame beam column assembly type node with space inclined strut Download PDFInfo
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- CN113585458A CN113585458A CN202110568020.9A CN202110568020A CN113585458A CN 113585458 A CN113585458 A CN 113585458A CN 202110568020 A CN202110568020 A CN 202110568020A CN 113585458 A CN113585458 A CN 113585458A
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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
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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
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- 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
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- 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
- E04H9/024—Structures with steel columns and beams
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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
- E04B2001/2406—Connection nodes
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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
- E04B2001/2466—Details of the elongated load-supporting parts
Abstract
The invention relates to the technical field of industrial production and large-span building structures of cement, steel and the like, in particular to a cross-shaped cross-section column steel frame beam column assembly type node with a space diagonal brace, which comprises a beam column connecting node and a double-groove steel inserting plate node, wherein the beam column connecting node comprises a cross-shaped cross-section column, an H-shaped cross-section beam, a beam upper flange connecting plate, a beam lower flange connecting plate, a double-web connecting plate, a flange connecting plate stiffening rib and a cross-shaped cross-section column stiffening rib; the beam end of the beam with the H-shaped section is cut and inserted into a gap of the connecting plate, and the connecting plate is connected with the beam through a bolt to form a whole assembly type node; the bending rigidity of the node is enhanced, the integral rigidity of the structure is improved, the rigidity of the beam-column node area is enhanced, the beam-column node is simple in structure, convenient to install and high in assembling degree.
Description
Technical Field
The invention relates to the technical field of industrial production of cement, steel and the like and large-span building structures, in particular to a cross-shaped cross-section column steel frame beam column assembly type node with a space diagonal brace.
Background
In heavy industrial factory building and the long-span building structure, the requirement for the integral rigidity of the structure is difficult to guarantee only through the plane inclined strut, and the space constraint capacity of the space inclined strut to the structure is stronger, so that the structural integrity can be guaranteed more effectively. The insertion plate connecting joint is a joint type in which a branch pipe and a main pipe are bolted through an insertion plate and a joint plate. The plate joint has the advantages of free adjustment of joint size, simple connection, convenient construction and installation, shortened construction period, convenient processing and easy quality guarantee, and is widely applied to supporting connection.
Common types of board nodes are: the structure comprises I-type, T-type and single-groove type plug board connecting nodes, wherein the difference of the ultimate bearing capacity of different types of plug board connecting nodes is large, and the ultimate bearing capacity of the I-type plug board connecting nodes is the lowest and is only 1/3-1/2 of other two types of plug board connecting nodes; the T-shaped and single-groove type inserting plate connecting node reduces the lateral deformation of the inserting plate and effectively improves the rigidity of the node by arranging the stiffening rib at one side of the inserting plate, thereby delaying the buckling of a plate and improving the ultimate bearing capacity of the node; the resultant force of the gusset plates and the resultant force of the inserting plates in the single-groove type inserting plate joint have certain eccentricity, so that the eccentricity is generated, the axial center stress component of the branch pipe is easily changed into an eccentric stress component, and the instability mode of the branch pipe is changed when the branch pipe is pressed, so that the ultimate bearing capacity is reduced. The double-slot steel inserting plate joint solves the problem that the resultant force of the joint plate and the resultant force of the branch pipes are eccentric, and improves the rigidity and the bearing capacity of the inserting plate joint.
At present, for beam-column connection nodes, one common method is beam web bolt connection and beam flange welded connection bolt welding, and the other method is to weld a section of cantilever beam to a column flange and then connect the beam end and the cantilever beam through a bolt and a cover plate. The bolt welding connection has a field welding process on the flange, so that the welding quality and the assembling speed are difficult to guarantee, and the construction period is influenced to a certain extent. The bolted connection of cantilever beam end, the apron is too much, and the web all cuts at same cross-section with the edge of a wing, and this cross-section department stress is more concentrated, is in the weak position of whole root roof beam.
Based on the current situation, the invention provides a cross-shaped cross-section column steel frame beam column assembly type node with a space inclined strut.
Disclosure of Invention
Aiming at the defects of the prior art, the invention provides a cross-shaped section column steel frame beam column assembly type node with a space inclined strut, which improves the rigidity, the strength and the stability of the space inclined strut, and simultaneously provides a beam column assembly type connecting node, so that the rigidity, the strength and the anti-seismic performance of the rectified and improved space node are improved, the high bearing capacity of a frame structure is ensured, the structure of the node is simplified, and the whole node has high industrialization degree, is convenient to process, is simple to mount and is easy to maintain.
In order to achieve the purpose, the invention is realized by the following technical scheme:
the utility model provides a cross section post steel frame beam column assembled node of area space bracing, includes beam column connected node and double flute steel picture peg node, beam column connected node includes cross section post, H type cross section roof beam, roof beam top flange connecting plate, roof beam bottom flange connecting plate, two web connecting plates, flange connecting plate stiffening rib and cross section post stiffening rib, double flute steel picture peg node includes vertical node plate of space bracing, double flute steel picture peg and round branch pipe space bracing.
Furthermore, the double-groove steel inserting plates are arranged in a back-to-back mode, two inserting grooves are formed in the circular branch pipe space inclined strut, the double-groove steel inserting plates are inserted into the inserting grooves, and then the circular branch pipe space inclined strut and the double-groove steel inserting plates are connected through welding seams in a surrounding welding mode.
Furthermore, cross-shaped cross-section column stiffening ribs are arranged at the upper and lower wing edges of the beam in the beam-column connecting node and are welded with the cross-shaped cross-section columns, a space inclined support vertical node plate is arranged between the two cross-shaped cross-section column stiffening ribs and is welded with the upper and lower cross-shaped cross-section column stiffening ribs; the space diagonal bracing vertical gusset plate is arranged in a gap between the double-groove steel spiles, the bolt holes are positioned and drilled by combining the angle of the space diagonal bracing of the circular branch pipe, and the double-groove steel spiles are connected with the space diagonal bracing vertical gusset plate through bolts.
Furthermore, a double-web connecting plate is welded on the flange of the cross-section column, a beam upper flange connecting plate is welded on the flange of the cross-section column, and a 1-2 mm gap is reserved between the beam upper flange connecting plate and the upper edge of the double-web connecting plate; the beam lower flange connecting plate is arranged below the double-web connecting plate and is positioned at the position of the beam lower flange connecting plate with the thickness of 1-2 mm; flange connecting plate stiffening ribs are arranged on the lower sides of the positions where the upper beam flange connecting plate and the upper beam flange connecting plate are intersected with the flange of the cross-shaped section column; and then bolts are used for connecting the flange of the H-shaped section beam with the upper flange connecting plate of the beam, the lower flange connecting plate of the beam and the web plate of the H-shaped section beam with the double-web connecting plate.
Furthermore, the joints of the cross-shaped section column stiffening ribs, the space diagonal bracing vertical gusset plates and the cross-shaped section column are provided with chamfers, and the length of each chamfer is 5 mm.
Due to the adoption of the technical scheme, compared with the prior art, the invention has the beneficial effects that:
1) the space diagonal brace adopts a double-channel steel inserting plate node, both sides of the node are channel steel structures, and webs of the two channel steel structures are arranged oppositely; the double-channel steel resultant force and the round branch pipe resultant force are on the same axis, so that the additional eccentricity is reduced; compared with the existing I-shaped, single-channel steel-shaped and T-shaped sections, the double-channel steel section has higher section inertia moment and stronger bending rigidity, and can effectively ensure the stability of the space diagonal brace. The space diagonal brace has higher bending rigidity in and out of the plane, so that the integrity and the bearing capacity of the whole structure are relatively improved, and the space diagonal brace can be widely applied to heavy industrial plants and building structures. The double-groove steel inserting plate and the vertical gusset plate of the space diagonal bracing are provided with bolt holes, so that the space diagonal bracing is convenient to process, industrially produce, install and replace.
2) According to the beam-column connecting joint of the cross-shaped section column, the double-web connecting plate, the upper beam flange connecting plate and the lower beam flange connecting plate are welded on the column flange, the upper flange connecting plate is close to the double-web connecting plate, and a space for the beam flange to be inserted is reserved between the lower flange connecting plate and the double webs; stiffening ribs are arranged on the lower sides of the upper flange connecting plate and the lower flange connecting plate so as to improve the plate rigidity of the upper flange connecting plate and the lower flange connecting plate; after the upper end of the upper flange and the upper end of the web plate at the end part of the beam are cut, the gap between the double web plates and the lower flange connecting plate just meets the insertion of the beam end, so that the beam end is tightly matched with the gusset plate; the upper flange of the beam end of the continuous beam in the frame structure is generally stressed by the tensioned lower flange, the bolt connection position of the upper flange of the beam and the upper flange joint plate of the beam is far away from the edge of the column while the upper flange joint plate of the beam meets the tensile stress, and the lower flange is provided with two steel plates close to the edge of the column, so that the instability of the plate after the lower flange is stressed is avoided; the beam flange and the web plate are both installed on the construction site by bolts, so that the industrial production efficiency is improved, the construction period is shortened, and the comprehensive cost is saved.
3) The double-channel steel space diagonal brace is combined with the novel beam-column connecting assembly type node, and the bearing capacity and the overall rigidity of the whole structure are effectively improved through the effect of the space diagonal brace; in addition, all the plate members and the cross-shaped column sections are welded in a factory, and the gusset plates are connected with the beams and the space diagonal braces through bolts on site, so that the on-site welding operation is avoided, the assembly speed is improved, the production and the installation are convenient, and the comprehensive construction cost of a project is saved.
4) The cross-shaped column stiffening rib is divided into two parts by the vertical gusset plate of the space diagonal bracing to serve as a supporting edge of the stiffening rib, so that the calculated width of the stiffening rib is reduced, the thickness of the stiffening rib can be reduced under the condition of a certain external force, and the manufacturing cost is saved; under the condition of not changing the thickness of the stiffening rib, the rotational rigidity of the whole beam-column joint is improved, and the bending resistance bearing capacity of the joint is improved.
5) The stiffening ribs below the beam column node flange connecting plates improve the plane external rigidity of the plate of the upper flange connecting plate and the lower flange connecting plate, ensure the stress distribution uniformity of the upper flange plate and the lower flange plate, improve the rotational rigidity of the whole beam column node and improve the bending resistance bearing capacity of the node.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings 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 that other drawings can be obtained according to these drawings without creative efforts.
FIG. 1 is a schematic diagram of the overall three-dimensional structure of the present invention;
FIG. 2 is a schematic illustration of the present invention in assembled form;
FIG. 3 is a schematic view of a cross-section column according to the present invention;
FIG. 4 is a schematic view of an H-section beam according to the present invention;
FIG. 5 is a schematic view of the beam upper flange connecting plate of the present invention;
FIG. 6 is a schematic view of the beam lower flange connecting plate of the present invention;
FIG. 7 is a schematic view of a dual web connecting plate according to the present invention;
FIG. 8 is a schematic view of a stiffening rib of the flange connecting plate according to the present invention;
FIG. 9 is a perspective view of the bolt of the present invention;
FIG. 10 is a schematic view of a cross-section column stiffener according to the present invention;
FIG. 11 is a schematic view of a spatial diagonal bracing vertical gusset plate of the present invention;
FIG. 12 is a schematic view of a double-slot type board according to the present invention;
FIG. 13 is a schematic view of a space diagonal round branch pipe according to the present invention;
in the drawings, the reference numerals denote the following components:
1-cross section column, 2-H section beam, 3-beam upper flange connecting plate, 4-beam lower flange connecting plate, 5-double-web connecting plate, 6-flange connecting plate stiffening rib, 7-bolt, 8-cross section column stiffening rib, 9-space diagonal bracing vertical connecting plate, 10-double-groove type inserting plate and 11-space diagonal bracing circular branch pipe.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the 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 protection scope of the present invention.
As shown in fig. 1 to 13, the steel column of the present invention is a cross-section steel column, and the steel beam is an H-section steel beam; the end part of the steel beam cuts the upper flange and the web plate, and the end part of the steel beam is inserted into the gap of the gusset plate; the upper flange connecting plate is tightly attached to the double-web connecting plate, and the lower flange connecting plate and the double-web connecting plate reserve a mounting gap slightly larger than the thickness of the lower flange of the steel beam.
The beam column connecting parts are all connected through bolts, and bolt holes are formed in the web plate and the flange connecting plate as well as the steel beam web plate and the flange; the steel beam upper flange is arranged on the upper flange connecting plate, the steel beam lower flange is arranged on the lower flange connecting plate, and the steel beam web plate is inserted between the double-web plate connecting plates; the web and the flange connecting plate are connected to the cross section column through welding, and the flange stiffening rib is connected to the cross section column through welding.
The cross-shaped cross-section column stiffening ribs are arranged at the flange of the steel beam through welding connection, and a spatial diagonal bracing vertical gusset plate is arranged in the middle of each column stiffening rib; cutting slots on the spatial diagonal support round branch pipes, inserting the double-groove steel inserting plate into the slots of the spatial diagonal support round branch pipes, and performing three-side girth welding connection by welding; bolt holes are formed in the double-groove steel inserting plate and the vertical node plate, and the double-groove steel inserting plate and the vertical node plate are connected through bolts.
The slot is formed along the neutral axis direction of the spatial diagonal bracing round branch pipe; the end parts of the spatial diagonal bracing round branch pipes are connected with the webs of the two channel steel structures through three-side girth welding; the specification size and the number of the bolts need to meet the requirements on structure and stress; the stiffening ribs, the gusset plates, the beam flanges and the web connecting plates all need to meet the requirements on construction and stress.
Examples
The cross-shaped column beam-column connection assembly type node with the space diagonal braces comprises a beam-column connection node and a double-groove steel inserting plate node, wherein the beam-column connection node comprises a cross-shaped section column 1, an H-shaped section beam 2, a beam upper flange connection plate 3, a beam lower flange connection plate 4, a double-web connection plate 5, a flange connection plate stiffening rib 6 and cross-shaped section column stiffening ribs 8, and the double-groove steel inserting plate node comprises a space diagonal brace vertical node plate 9, a double-groove steel inserting plate 10 and a round branch pipe space diagonal brace 11; the beam upper flange connecting plate 3, the beam lower flange connecting plate 4 and the double-web connecting plate 5 are fixed with the cross-shaped section column 1 through welding, the fixing positions are determined by the designed elevation of the beam, the gap in the middle of the double-web connecting plate 5 is 'the thickness of the web of the beam 2 with the H-shaped section + 1-2 mm', the beam upper flange connecting plate 3 is tightly attached to the upper end of the double-web connecting plate 5, and the beam lower flange connecting plate 4 and the double-web connecting plate 5 are provided with 'the thickness of the lower flange of the beam 2 with the H-shaped section + 1-2 mm' to ensure successful installation; the beam flange connecting plate stiffening rib 6 is respectively fixed with the beam upper flange connecting plate 3, the flange of the cross-shaped section column 1, the beam lower flange connecting plate 4 and the flange of the cross-shaped section column 1 through welding; cutting an upper flange and a web of an H-shaped section beam 2, as shown in fig. 3, inserting the H-shaped section beam 2 into a clamping groove formed by a double-web connecting plate 5, a beam upper flange connecting plate 3 and a beam lower flange connecting plate 4, arranging the upper flange of the H-shaped section beam 2 on the beam upper flange connecting plate 3, arranging the web of the H-shaped section beam 2 between the double-web connecting plates 5, arranging the lower flange of the H-shaped section beam 2 on the beam lower flange connecting plate 4, and respectively connecting the flange and the web of the H-shaped section beam 2, the beam upper flange connecting plate 3 and the beam lower flange connecting plate 4 with the double-web connecting plate 5 through bolts 7 to form a beam-column node; the cross-section column stiffening rib 8 is arranged at the parallel part of the upper flange and the lower flange of the H-shaped section beam 2 and is fixed with the web plate and the flange of the cross-section column 1 by welding; the angle of the space diagonal bracing vertical gusset plate 9 combined with the space diagonal bracing round branch pipe 11 is vertically arranged between the upper and lower cross-shaped column stiffening ribs 8 and is welded and fixed; two slots are cut in the spatial diagonal-bracing round branch pipe 11, the thickness of each slot is 'the thickness of a web plate of the double-slot steel inserting plate 10 + 1-2 mm', the length of each slot is determined by calculation and construction, the double-slot steel inserting plate 10 is inserted into the spatial diagonal-bracing round branch pipe 11 with the slots opened, and the spatial diagonal-bracing round branch pipe 11 is fixed by surrounding welding on three sides at the connecting part of the double-slot steel inserting plate 10 and the spatial diagonal-bracing round branch pipe 11; bolt holes are formed in the space diagonal bracing vertical node plate 9 and the double-groove steel inserting plate 10 and are fixed through bolts. The diameter of the opening is 1 mm-2 mm larger than the diameter of the bolt obtained by calculation according to the stress. The size of the welding line is calculated according to the welding line stress specified in the national standard of the people's republic of China, namely Steel Structure design Standard GB 50017-2017. The space, the margin, the size and the number of the bolt holes meet the national standard of the people's republic of China, namely the Steel Structure design Standard GB 50017-2017. It should be noted that the positions, numbers and angles of the plates such as the connecting plates, the stiffening ribs, the inserting plates and the like are designed according to the arrangement of the practical application of the engineering, and the sizes of the components are enlarged and reduced in the same proportion.
From the above, the present invention has the following advantages:
1. the bending rigidity of the node is enhanced, and the integral rigidity of the structure is improved
The arrangement of the space diagonal bracing increases the constraint freedom degree of the node and improves the rigidity of the structure; compared with the common I-shaped, T-shaped and single-groove steel inserting plate nodes, the double-groove steel inserting plate node has large section inertia moment, and the bending rigidity of the inserting plate node is improved.
2. Beam column node region rigidity enhancement
Set up vertical space bracing gusset plate in the middle of the cross type post stiffening rib, the gusset plate is each other with the stiffening rib and is retrained, has reduced the stable calculation span of plate, has improved the stable bearing capacity of plate to the rigidity in node region has been increased.
3. The beam column joint has simple structure and convenient installation
The beam flange connecting plate and the web connecting plate are welded on the cross column flange in a factory, the beam end can be directly inserted into the gap of the connecting plate in a construction site after being cut, and then the beam end is connected through the bolt, so that the installation is convenient, and the construction speed is high.
4. The node assembly type degree is high
The whole nodes are all connected through bolts, are easy to replace, disassemble and maintain, and are convenient to construct, simple to process, low in cost and high in assembly degree.
The preferred embodiments of the invention disclosed above are intended to be illustrative only. The preferred embodiments are not intended to be exhaustive or to limit the invention to the precise forms disclosed. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the invention and the practical application, to thereby enable others skilled in the art to best utilize the invention. The invention is limited only by the claims and their full scope and equivalents.
Claims (8)
1. The utility model provides a cross section post steel frame beam column assembled node of area space bracing, a serial communication port, including beam column connected node and double flute steel picture peg node, beam column connected node includes cross section post (1), H type cross section roof beam (2), roof beam upper limb connecting plate (3), roof beam lower limb connecting plate (4), two web connecting plates (5), flange connecting plate stiffening rib (6) and cross section post stiffening rib (8), double flute steel picture peg node includes vertical gusset plate of space bracing (9), double flute steel picture peg (10) and round branch pipe space bracing (11).
2. The fabricated node of a cross-shaped cross-section column steel frame beam column with a space diagonal brace is characterized in that the round branch space diagonal brace (11) is welded with a double-groove steel insertion plate (10) after being cut, and the space diagonal brace vertical node plate (9) is connected with the double-groove steel insertion plate (10) through a bolt (7).
3. The fabricated node of a cross-shaped cross-section column steel frame beam column with a space diagonal brace as claimed in claim 2, wherein the round branch space diagonal brace (11) is provided with a slot, the slot is provided along the neutral axis direction of the round branch space diagonal brace (11), and the double-slot steel inserting plate (10) is inserted into the slot and then is welded with the slot.
4. The cross-shaped cross-section column steel frame beam-column assembled node with the space diagonal braces is characterized in that the beam upper flange connecting plate (3), the beam lower flange connecting plate (4) and the double-web connecting plate (5) are fixedly welded on the flange of the cross-shaped cross-section column (1), and the H-shaped cross-section beam (2) is connected with the beam upper flange connecting plate (3), the beam lower flange connecting plate (4) and the double-web connecting plate (5) through bolts (7).
5. The fabricated node of the cross-shaped section column steel frame beam column with the space diagonal braces as claimed in claim 4, wherein after the upper flanges and the webs of the H-shaped section beams (2) are cut, the H-shaped section beams (2) are inserted into clamping grooves formed by double-web connecting plates (5), beam upper flange connecting plates (3) and beam lower flange connecting plates (4), the upper flanges of the H-shaped section beams (2) are arranged on the beam upper flange connecting plates (3), the webs of the H-shaped section beams (2) are arranged between the double-web connecting plates (5), and the lower flanges of the H-shaped section beams (2) are arranged on the beam lower flange connecting plates (4).
6. The cross-shaped cross-section column steel frame beam-column fabricated node with the space diagonal braces according to claim 1, wherein the gap of the double-web connecting plate (5) is more than or equal to the thickness of the web of the H-shaped section beam (2).
7. The fabricated node of the cross-shaped cross-section column steel frame beam column with the space diagonal braces as claimed in claim 4, is characterized in that the beam upper flange connecting plate (3) is attached to the upper end of the double-web connecting plate (5), and the gap between the beam lower flange connecting plate (4) and the double-web connecting plate (5) is more than or equal to the thickness of the lower flange of the H-shaped cross-section beam (2).
8. The cross-section column steel frame beam-column fabricated node with space diagonal braces of claim 1, wherein the beam flange stiffening ribs (6) are fixed with the beam upper flange connecting plate (3) and the cross-section column (1) flange, the beam lower flange connecting plate (4) and the cross-section column (1) flange respectively through welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110568020.9A CN113585458A (en) | 2021-05-25 | 2021-05-25 | Cross-shaped section column steel frame beam column assembly type node with space inclined strut |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110568020.9A CN113585458A (en) | 2021-05-25 | 2021-05-25 | Cross-shaped section column steel frame beam column assembly type node with space inclined strut |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN113585458A true CN113585458A (en) | 2021-11-02 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110568020.9A Pending CN113585458A (en) | 2021-05-25 | 2021-05-25 | Cross-shaped section column steel frame beam column assembly type node with space inclined strut |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115030307A (en) * | 2022-07-18 | 2022-09-09 | 东南大学 | Local steel-concrete combined assembled beam column node |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115030307A (en) * | 2022-07-18 | 2022-09-09 | 东南大学 | Local steel-concrete combined assembled beam column node |
| CN115030307B (en) * | 2022-07-18 | 2024-03-12 | 东南大学 | Local steel-concrete combined assembled beam column node |
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