CN221052844U - Building beam column node structure - Google Patents
Building beam column node structure Download PDFInfo
- Publication number
- CN221052844U CN221052844U CN202322698445.9U CN202322698445U CN221052844U CN 221052844 U CN221052844 U CN 221052844U CN 202322698445 U CN202322698445 U CN 202322698445U CN 221052844 U CN221052844 U CN 221052844U
- Authority
- CN
- China
- Prior art keywords
- beam column
- frame
- column
- limiting plate
- node structure
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 238000005192 partition Methods 0.000 claims description 11
- 230000003014 reinforcing effect Effects 0.000 claims description 11
- 235000000396 iron Nutrition 0.000 abstract description 7
- 230000000149 penetrating effect Effects 0.000 abstract 1
- 229910000746 Structural steel Inorganic materials 0.000 description 17
- 238000009434 installation Methods 0.000 description 9
- 229910000831 Steel Inorganic materials 0.000 description 8
- 230000002787 reinforcement Effects 0.000 description 8
- 239000010959 steel Substances 0.000 description 8
- 230000000712 assembly Effects 0.000 description 4
- 238000000429 assembly Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000011835 investigation Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000005728 strengthening Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model belongs to the field of buildings, in particular to a building beam column node structure, which comprises a support column, a beam column abutting against the surface of the support column, and a limiting component mounted on the outer surface of the support column, wherein the limiting component comprises angle irons abutting against the outer surface of the support column, bolts I penetrating through screw holes formed in the surfaces of the angle irons, and frames slidingly connected in sliding grooves formed in the surfaces of the angle irons.
Description
Technical Field
The utility model belongs to the field of buildings, and particularly relates to a building beam column node structure.
Background
The steel structure is a structure formed by steel materials, is one of main building structure types, mainly comprises beam steel, steel columns, steel trusses and other members made of section steel, steel plates and the like, and beam column joints are the most important joints in the steel structure, and directly influence the construction speed and assembly degree of the structure;
Through investigation publication (bulletin) number: CN217925044U discloses a beam column node reinforcement for building structure, this technology discloses "a beam column node reinforcement for building structure, including beam slab, column slab, riser, diaphragm and diagonal brace, riser, diaphragm pass through high strength bolt fixed mounting respectively in column slab, beam slab, the movable groove has been seted up to one side that the diaphragm kept away from the beam slab, the middle part of riser is the concave structure that matches with the column slab, just two bellied side of riser all slidable mounting has movable cardboard, the inside of movable groove and two all install technical content such as movable cardboard between the movable cardboard to this kind of beam column node reinforcement for building structure can be applicable to beam column node reinforcing operation of different design demands through the adjustment to diagonal brace angle, improves the technical effect such as stability that beam column node consolidated";
Although this design can be through the adjustment to diagonal brace angle to beam column node reinforcing operation, but this design is limited when in actual use to the reinforcement face of beam column, only can consolidate the bottom side of beam column, is difficult to guarantee the stability of beam column when beam column and pillar appear horizontal skew.
In order to solve the above problems, the present application provides a building beam column node structure.
Disclosure of utility model
To solve the problems set forth in the background art. The utility model provides a building beam column node structure which can be used for splicing a beam column and a pillar, can be used for stably splicing the beam column and the pillar together, is Liang Zhuan arranged on one side of the pillar, and has the characteristics of certain lateral stress and easy pull of the pillar to break.
In order to achieve the above purpose, the present utility model provides the following technical solutions: the building beam column node structure comprises a support column, a beam column abutting against the surface of the support column, and a limiting assembly arranged on the outer surface of the support column;
The limiting component comprises angle irons which are abutted to the outer surfaces of the support posts and a frame which penetrates through the angle irons and is arranged in screw holes formed in the surfaces of the angle irons, the frame is slidably connected in screw holes formed in the surfaces of the angle irons, the frame is abutted to the outer surfaces of the support posts, the frame is slidably connected to the outer surfaces of the beam columns, the top surface of the frame is abutted to a limiting plate, the limiting plate is clamped to the outer surfaces of the support posts, fixing strips are arranged on the top surface of the limiting plate, bolts II are spirally connected in screw holes formed in the surfaces of the fixing strips, one ends of the bolts II sequentially penetrate through the fixing strips and the support posts, and are spirally connected in the screw holes formed in the surfaces of the support posts.
As the building beam column node structure is preferable, the bottom surface of the limiting plate is provided with a plurality of limiting rods at equal intervals, the limiting rods are inserted into one side of the two adjacent frames, and the limiting rods are attached to the two frames.
As the building beam column node structure is preferable, the bottom surface of the limiting plate is provided with a clamping groove matched with the frame.
The building beam column node structure preferably further comprises a reinforcing component arranged on the outer surface of the support column, wherein the reinforcing component comprises a first outer frame abutting against the top surfaces of a plurality of beam columns, a plurality of partition plates arranged on the bottom surface of the first outer frame and a second outer frame abutting against the bottom surface of the beam column, and the second outer frame is connected with the partition plates.
Preferably, in the building beam column node structure of the present utility model, two sides of the partition plates adjacent to each other are attached to the support columns.
Preferably, the first frame and the second frame have the same size.
Compared with the prior art, the utility model has the beneficial effects that:
1. The limiting assembly is added on the basis, when the angle iron and the frame are used, the angle iron is arranged on the support column, then the beam column is placed on the angle iron through the crane, the frame is sleeved on the beam column, the frame is pushed into the sliding groove formed in the surface of the angle iron, then the limiting plate and the limiting rod are inserted between the two frames, the frame is limited, the limiting plate is fixed through the second bolt, so that the beam column is prevented from falling off during installation, and the installation safety is improved;
2. Meanwhile, the reinforcing component is further added on the foundation, and the first outer frame and the second outer frame can splice the plurality of beams and columns together, so that the lateral tension of the beams and columns is uniformly spread on the plurality of beams and columns, and the single beam and column is prevented from falling.
Drawings
The accompanying drawings are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this specification, illustrate the utility model and together with the embodiments of the utility model, serve to explain the utility model. In the drawings:
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is a schematic view of a limiting assembly according to the present utility model;
FIG. 3 is an exploded view of the spacing assembly of the present utility model;
fig. 4 is a schematic structural view of the reinforcing component according to the present utility model.
In the figure:
1. A support post;
2. A limit component; 201. angle iron; 202. a first bolt; 203. a frame; 204. a limiting plate; 205. a limit rod; 206. a fixing strip; 207. a second bolt;
3. A reinforcement assembly; 301. an outer frame I; 302. a partition plate; 303. and a second outer frame.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Example 1
As shown in fig. 1-4;
A building beam column node structure comprises a support column 1 and a beam column 4 abutting against the surface of the support column 1.
In this embodiment: through investigation publication (bulletin) number: CN217925044U discloses a beam column node reinforcement for building structure, this technology discloses "a beam column node reinforcement for building structure, including beam slab, column slab, riser, diaphragm and diagonal brace, riser, diaphragm pass through high strength bolt fixed mounting respectively in column slab, beam slab, the movable groove has been seted up to one side that the diaphragm kept away from the beam slab, the middle part of riser is the concave structure that matches with the column slab, just two bellied side of riser all slidable mounting has movable cardboard, the inside of movable groove and two all install technical content such as movable cardboard between the movable cardboard to this kind of beam column node reinforcement for building structure can be applicable to beam column node reinforcing operation of different design demands through the adjustment to diagonal brace angle, improves the technical effect such as stability that beam column node consolidated";
Although the design can strengthen the beam column joint through the adjustment of the angle of the diagonal brace, the design has limited strengthening surface to the beam column during actual use, can only strengthen the bottom side of the beam column, is difficult to ensure the stability of the beam column when the beam column and the support are transversely deviated, and is obviously a problem which is actually present and is difficult to solve in combination with actual use, therefore, in order to solve the technical problem, the limiting component 2 and the strengthening component 3 are added on the file of the application.
According to the above, in order to prevent the beam and column from sliding off during installation, the device further comprises a limiting component 2 installed on the outer surface of the strut 1; the limiting component 2 comprises an angle iron 201 which is abutted to the outer surface of the support column 1, a first bolt 202 which penetrates through a screw hole formed in the surface of the angle iron 201, and a frame 203 which is connected in a sliding way in the surface of the angle iron 201 in a sliding way, wherein the first bolt 202 is connected in the screw hole formed in the surface of the support column 1 in a screwed way, the frame 203 is abutted to the outer surface of the support column 1, the frame 203 is connected to the outer surface of a beam column in a sliding way, the top surface of the frame 203 is abutted to a limiting plate 204, the limiting plate 204 is clamped to the outer surface of the support column 1, a fixing strip 206 is mounted on the top surface of the limiting plate 204, a second bolt 207 is connected in the screw hole formed in the surface of the fixing strip 206 in a screwed way, and one end of the second bolt 207 penetrates through the fixing strip 206 and the support column 1 in sequence and is connected in the screw hole formed in the surface of the support column 1 in a screwed way.
In this embodiment: the angle iron 201 is installed on the support column 1 through the first bolt 202, then a beam column is placed on the angle iron 201 through a crane, the frame 203 is sleeved on the beam column, the frame 203 is pushed into a sliding groove formed in the surface of the angle iron 201, the limiting plate 204 is installed on the support column 1 through the second bolt 207 and screwed into a fixing strip 206 on the top surface of the limiting plate 204, the limiting plate 204 is fixed, clamping grooves matched with the frames 203 are formed in the bottom surface of the limiting plate 204, the frames 203 can be limited, accordingly, the beam column is prevented from falling off during installation, and the installation safety is improved.
In an alternative embodiment: a plurality of limiting rods 205 are installed on the bottom surface of the limiting plate 204 at equal intervals, the limiting rods 205 are inserted into one side, adjacent to the two frames 203, of the limiting rods 205, and the limiting rods 205 are attached to the two frames 203.
In this embodiment: then, the limiting rod 205 on the limiting plate 204 is inserted between the two frames 203, so that the limiting rod 205 can be accurately clamped between the two frames 203 to limit the frames 203.
In an alternative embodiment: the bottom surface of the limiting plate 204 is provided with a clamping groove matched with the frame 203.
In this embodiment: the plurality of frames 203 can be limited simultaneously through the grooves formed in the bottom surface of the limiting plate 204, and the frames 203 are prevented from falling off.
According to the above, in order to prevent the column side surface from pulling and bending the column 1, the column further comprises a reinforcing component 3 disposed on the outer surface of the column 1, wherein the reinforcing component 3 comprises a first frame 301 abutting against the top surfaces of the plurality of columns, a plurality of partition boards 302 mounted on the bottom surface of the first frame 301, and a second frame 303 abutting against the bottom surface of the column, and the second frame 303 is connected with the partition boards 302.
In this embodiment: the beam and column assembly structure has the advantages that the beam and column assemblies can be spliced together, so that the lateral tension of the beam and column assemblies is uniformly spread on the beam and column assemblies, and the single beam and column assemblies are prevented from falling.
In an alternative embodiment: the side of the two spacers 302 adjacent to each other is attached to the pillar 1.
In this embodiment: can carry out spacingly to the beam column, prevent that the beam column from rocking, the pulling force between a plurality of beam columns of balance.
In an alternative embodiment: the first frame 203 is the same size as the second frame 203.
In this embodiment: the beam column can be supported.
The working principle and the using flow of the utility model are as follows: the angle iron 201 is installed on the support column 1 through the first bolt 202, then the beam column is placed on the angle iron 201 through the crane, the frame 203 is sleeved on the beam column, the frame 203 is pushed into a sliding groove formed in the surface of the angle iron 201, then the limiting rod 205 on the limiting plate 204 is inserted between the two frames 203, the limiting rod 205 can be accurately clamped between the two frames 203, the frames 203 are limited, the limiting plate 204 is installed on the support column 1 through the second bolt 207 and screwed into the fixing strip 206 on the top surface of the limiting plate 204, the limiting plate 204 is fixed, clamping grooves matched with the frames 203 are formed in the bottom surface of the limiting plate 204, the frames 203 can be limited, so that the beam column is prevented from falling off during installation, the safety of installation is improved, the beam column is supported through the first outer frame 301 and the second outer frame 303, a plurality of beam columns are spliced together through the partition plate 302, lateral pulling forces of the beam column are uniformly spread on the plurality of beam columns, and meanwhile, and a single beam column is prevented from falling off.
The working principle and the using flow of the utility model are as follows: the angle iron is installed on the support column through the first bolt, then the beam column is placed on the angle iron through the crane, the frame is sleeved on the beam column, the frame is pushed into the sliding groove formed in the surface of the angle iron, then the limiting rod on the limiting plate is inserted between the two frames, the limiting rod can be accurately clamped between the two frames, the frames are limited, the limiting plate is installed on the support column through the second bolt and screwed into the fixing strip on the top surface of the limiting plate, the limiting plate is fixed, clamping grooves matched with the frames are formed in the bottom surface of the limiting plate, the frames can be limited, so that the beam column is prevented from falling during installation, the installation safety is improved, the beam column is supported through the first outer frame and the second outer frame, the beam columns are spliced together through the partition plate, the lateral tension of the beam column is uniformly spread on the beam columns, and the single beam column is prevented from falling.
Finally, it should be noted that: the foregoing description is only a preferred embodiment of the present utility model, and the present utility model is not limited thereto, but it is to be understood that modifications and equivalents of some of the technical features described in the foregoing embodiments may be made by those skilled in the art, although the present utility model has been described in detail with reference to the foregoing embodiments. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present utility model should be included in the protection scope of the present utility model.
Claims (6)
1. The utility model provides a building beam column node structure, includes pillar (1) and butt is in beam column (4) on pillar (1) surface, its characterized in that: the limiting assembly (2) is arranged on the outer surface of the support column (1);
Limiting component (2) are in including butt angle bar (201) and the run through setting up in the screw is seted up on angle bar (201) surface bolt one (202) and sliding connection in the spout is seted up on angle bar (201) surface frame (203), bolt one (202) screwed connection is in the screw that pillar (1) surface was seted up, frame (203) butt is in the surface of pillar (1), frame (203) sliding connection is in the surface of beam column (4), frame (203) top surface butt has limiting plate (204), limiting plate (204) joint is in the surface of pillar (1), fixed strip (206) are installed to limiting plate (204) top surface, screwed connection has bolt two (207) in the screw that fixed strip (206) surface was seted up, the one end of bolt two (207) runs through in proper order fixed strip (206) with in the screw that pillar (1) surface was seted up.
2. The building beam column node structure according to claim 1, wherein: a plurality of limiting rods (205) are installed on the bottom surface of the limiting plate (204) at equal intervals, the limiting rods (205) are inserted into two adjacent sides of the frames (203), and the limiting rods (205) are attached to the two frames (203).
3. The building beam column node structure according to claim 1, wherein: the bottom surface of the limiting plate (204) is provided with a clamping groove matched with the frame (203).
4. The building beam column node structure according to claim 1, wherein: the reinforcing component (3) is arranged on the outer surface of the strut (1), the reinforcing component (3) comprises a first outer frame (301) which is abutted to the top surfaces of the beam columns (4), a plurality of partition boards (302) which are arranged on the bottom surface of the first outer frame (301) and a second outer frame (303) which is abutted to the bottom surface of the beam columns (4), and the second outer frame (303) is connected with the partition boards (302).
5. The building beam column node structure according to claim 4, wherein: one side of each partition plate (302) adjacent to the other is attached to the corresponding pillar (1).
6. The building beam column node structure according to claim 4, wherein: the first frame (203) is the same size as the second frame (203).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202322698445.9U CN221052844U (en) | 2023-10-09 | 2023-10-09 | Building beam column node structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202322698445.9U CN221052844U (en) | 2023-10-09 | 2023-10-09 | Building beam column node structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN221052844U true CN221052844U (en) | 2024-05-31 |
Family
ID=91202245
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202322698445.9U Active CN221052844U (en) | 2023-10-09 | 2023-10-09 | Building beam column node structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN221052844U (en) |
-
2023
- 2023-10-09 CN CN202322698445.9U patent/CN221052844U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN110656698B (en) | Shock resistance connection structure of concrete beam column | |
CN111827712B (en) | Assembled concrete truss building structure reinforcing equipment | |
CN213597221U (en) | Three-section column steel frame connecting node structure | |
CN114411970A (en) | Beam column node structure of steel construction assembly type structure | |
CN110630014A (en) | Detachable beam-string type temporary supporting structure for floor bearing plate | |
CN110748063B (en) | Assembled steel bar truss floor support plate with support | |
CN221052844U (en) | Building beam column node structure | |
CN113513147A (en) | Steel beam building platform structure and installation process thereof | |
CN212376021U (en) | Steel corbel and support-free installation connecting node comprising same | |
CN210105338U (en) | Construction operation support is assembled on large-span steel construction pipe truss ground | |
CN215858982U (en) | Follow-on corner support of encorbelmenting | |
CN217027740U (en) | Quick-mounting low-level prestress rigid frame beam | |
CN214302987U (en) | Connecting device for connecting joint of buckling restrained brace and existing concrete beam | |
CN114607172A (en) | Device and method for uniformly distributing supporting stress of building reinforcement engineering | |
CN114250909A (en) | Quick-mounting low-level prestressed rigid frame beam | |
CN221298248U (en) | Assembled steel aluminium component connected node | |
CN221256122U (en) | Building templates with shape structure of preapring for an unfavorable turn of events | |
CN111677112A (en) | Stable assembly type bearing support standard section assembling structure | |
CN115324198B (en) | Precast concrete beam column connection structure and construction method thereof | |
CN220035200U (en) | Beret piece structure reinforcing assembly | |
CN212835904U (en) | Anti-seismic steel structure | |
CN215106208U (en) | Friction-buckling-restrained supporting structure and supporting frame system thereof | |
CN221481190U (en) | I-shaped steel beam | |
CN219887145U (en) | Assembled concrete truss building structure | |
CN218091277U (en) | Girder stand connecting device |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |