CN216839843U - Assembled steel-wood beam-column connecting structure - Google Patents
Assembled steel-wood beam-column connecting structure Download PDFInfo
- Publication number
- CN216839843U CN216839843U CN202123069724.6U CN202123069724U CN216839843U CN 216839843 U CN216839843 U CN 216839843U CN 202123069724 U CN202123069724 U CN 202123069724U CN 216839843 U CN216839843 U CN 216839843U
- Authority
- CN
- China
- Prior art keywords
- column
- fixed
- assembled steel
- wood beam
- wood
- 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
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses an assembly type steel-wood beam-column connecting structure, which comprises a lower column; putting the column on; the supporting component comprises a supporting beam connected to the periphery of the lower column; the middle connecting assembly comprises a connecting support connected to the upper side of the lower column, four horizontal connecting plates which correspond to the supporting beams one by one are arranged above the connecting support and connected with the corresponding supporting beams, and the upper column is connected with the connecting support; the damping component is provided with a plurality of groups, and at least one group of damping components is connected between the supporting beam and the outer side of the lower column; the utility model discloses simple to operate, the outward appearance is succinct.
Description
Technical Field
The utility model relates to a civil engineering technical field, especially an assembled steel wood beam column connection structure.
Background
At present, the building industry in China is in a high-speed development stage, and the wood structure building is widely applied to the existing structure. The traditional beam-column connection method of the wood structure basically adopts mortise-tenon connection (semi-rigid connection), and the mechanical properties of mortise-tenon are obviously influenced by the properties of wood, such as anisotropy, transverse grain stress, longitudinal grain stress energy absorption and the like of the wood. The wood structure building in the new period starts to adopt steel-wood combined connection, so that the connection strength between the members can be enhanced, but the rigid connection is adopted in the existing assembly type beam-column joint connection, so that the energy dissipation is not facilitated when an earthquake or a disaster occurs, and the rigid damage often occurs between the members.
SUMMERY OF THE UTILITY MODEL
This section is for the purpose of summarizing some aspects of embodiments of the invention and to briefly introduce some preferred embodiments. Some simplifications or omissions may be made in this section and in the abstract of the specification and the title of the application to avoid obscuring the purpose of this section, the abstract of the specification and the title of the application, and such simplifications or omissions are not intended to limit the scope of the invention.
The present invention has been made in view of the above and/or other problems occurring in the conventional beam column connection.
Therefore, the utility model aims at providing an assembled steel-wood beam column connection structure, its connection is convenient, and the structure is reliable.
In order to solve the technical problem, the utility model provides a following technical scheme: an assembled steel-wood beam-column connecting structure, which comprises,
column descending;
putting the column on;
the support assembly comprises a support beam connected to the periphery of the lower column;
the middle connecting assembly comprises a connecting support connected to the upper side of the lower column, four horizontal connecting plates which correspond to the supporting beams one by one are arranged above the connecting support, the horizontal connecting plates are connected with the corresponding supporting beams, and the upper column is connected with the connecting support;
the damping assembly is provided with a plurality of groups, and at least one group of damping assembly is connected between the supporting beam and the outer side of the lower column.
As an assembled steel wood beam column connection structure's an preferred scheme, wherein: the connecting support comprises a bottom plate, a connecting piece is fixed on the upper side of the bottom plate, a slot with the same shape as the connecting piece is formed in the downward end of the upper column, the upper column is inserted into the connecting piece through the slot, and the bottom of the upper column abuts against the upper side of the bottom plate.
As an assembled steel wood beam column connection structure's an preferred scheme, wherein: the lower side of the horizontal connecting plate is connected with two vertical connecting plates, the two vertical connecting plates are respectively attached to two sides of the supporting beam, and the vertical connecting plates are connected with the supporting beam.
As an assembled steel wood beam column connection structure's an optimal selection scheme, wherein: four fixing plates which are in one-to-one correspondence with the horizontal connecting plates are arranged on the upper sides of the horizontal connecting plates, the horizontal connecting plates are fixed on the outward side of the upper portions of the fixing plates, and the inner sides of the vertical connecting plates are fixed on the fixing plates.
As an assembled steel wood beam column connection structure's an preferred scheme, wherein: the upper column is provided with first preformed holes which are arranged at intervals in the left-right direction and are conveniently connected with the supporting beam, and the first preformed holes penetrate through the upper column in the front-back direction.
As an assembled steel wood beam column connection structure's an preferred scheme, wherein: the utility model discloses a bottom plate of upper prop, including the horizontal connecting plate upside of upper prop front and back both sides, the horizontal connecting plate upside of upper prop front and back both sides all is fixed with the first piece of pretightening that two intervals set up, it has the first hole of pretightening with the axle center with the first preformed hole that corresponds to open on the first piece of pretightening, the bottom laminating of upper prop is when the bottom plate upside, and first preformed hole is with the axle center with the first preformed hole that corresponds.
As an assembled steel wood beam column connection structure's an preferred scheme, wherein: the upper column is provided with second preformed holes which are arranged at intervals in the front-back direction and are conveniently connected with the supporting beam, the second preformed holes penetrate through the upper column in the left-right direction, and the second preformed holes and the first preformed holes are arranged in a staggered mode in the height direction.
As an assembled steel wood beam column connection structure's an optimal selection scheme, wherein: the horizontal connection board upside of the upper column left and right sides all is fixed with the second that two intervals set up and prefastens the piece, it has the second to prefasten the hole to open on the second prefasten the piece, the second is prefastened the hole and is coaxial with the second preformed hole that corresponds.
As an assembled steel wood beam column connection structure's an preferred scheme, wherein: damping subassembly sets up the first fixed column of one side and fixes the second fixed column in the lower post outside including fixing at a supporting beam relative lower post, be connected with damping spring between first fixed column and the second fixed column.
As an assembled steel wood beam column connection structure's an preferred scheme, wherein: two groups of damping assemblies are connected between the supporting beam and the outer side of the lower column, and the two groups of damping assemblies are arranged in a manner of central symmetry on the supporting beam in the width direction.
The utility model has the advantages that: the connecting nodes between the beam columns are connected in a hidden manner, the connecting pieces are embedded into the wood columns and the wood beams, no redundant external connection is arranged outside, and the appearance is concise; the connecting piece ensures the integral performance and the stress performance of the structure, the upper column and the lower column are conveniently connected, the pre-stressed block and the upper column are connected by adopting the pre-stressed steel bars, and the pre-stressed steel bars and the vibration reduction assembly can reduce the rigid impact under the earthquake and delay the damage of the key node position of the beam column in the building structure; the installation is convenient.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings required 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 that other drawings can be obtained according to these drawings without inventive labor. Wherein:
fig. 1 is a structural diagram of the present invention.
Fig. 2 is a structure diagram of the local explosion of the present invention.
Fig. 3 is a first three-dimensional structure diagram of the middle support assembly, the middle connection assembly and the lower column of the present invention.
Fig. 4 is a three-dimensional structure diagram of the middle connection assembly of the present invention.
Fig. 5 is a three-dimensional structure diagram of the middle upper column of the present invention.
Fig. 6 is a first three-dimensional structure diagram of the middle support assembly, the middle connection assembly and the lower column of the present invention.
Fig. 7 is a perspective view of the damping module of the present invention.
In the figure, 100 upper columns, 101 first preformed holes, 102 second preformed holes, 103 slots, 200 supporting components, 201 supporting beams, 300 middle connecting components, 301 first preformed blocks, 301a first preformed holes, 302 second preformed blocks, 302a second preformed holes, 303 connecting supports, 303a bottom plates, 303b connecting components, 304 horizontal connecting plates, 305 fixing plates, 306 vertical connecting plates, 400 lower columns, 500 damping components, 501 second fixing columns, 502 springs, 503 first fixing columns and 600 prestressed reinforcement bars.
Detailed Description
In order to make the aforementioned objects, features and advantages of the present invention more comprehensible, embodiments accompanying the present invention are described in detail below with reference to the accompanying drawings.
In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention, but the present invention may be implemented in other ways different from the specific details set forth herein, and one skilled in the art may similarly generalize the present invention without departing from the spirit of the present invention, and therefore the present invention is not limited to the specific embodiments disclosed below.
Furthermore, the references herein to "one embodiment" or "an embodiment" refer to a particular feature, structure, or characteristic that may be included in at least one implementation of the invention. The appearances of the phrase "in one embodiment" in various places in the specification are not necessarily all referring to the same embodiment, nor are separate or alternative embodiments mutually exclusive of other embodiments.
Example 1
Referring to fig. 1 to 5, for the first embodiment of the present invention, this embodiment provides an assembly type steel-wood beam-column connection structure, which is easy to assemble and disassemble and has a simple appearance.
An assembled steel-wood beam-column connecting structure comprises a lower column 400, an upper column 100 and a support assembly 200, wherein the support assembly 200 comprises a support beam 201 connected to the periphery of the lower column 400;
middle coupling assembling 300, middle coupling assembling 300 is including connecting the linking bridge 303 of post 400 upside down, four horizontal connecting plate 304 with a supporting beam 201 one-to-one have been arranged to linking bridge 303 top, horizontal connecting plate 304 is connected with a supporting beam 201 that corresponds, it is connected with linking bridge 303 to go up post 100.
Further, the connecting bracket 303 includes a bottom plate 303a, a connecting member 303b is fixed on the upper side of the bottom plate 303a, in this embodiment, the connecting member 303b is cross-shaped, a slot 103 having the same shape as the connecting member 303b is formed at a downward end of the upper column 100, the upper column 100 is inserted into the connecting member 303b through the slot 103, and the bottom of the upper column 100 abuts against the upper side of the bottom plate 303 a.
Further, the downside of horizontal connecting plate 304 is connected with two vertical connecting plates 306, two vertical connecting plates 306 laminate respectively in a supporting beam 201's both sides, and vertical connecting plate 306 is connected with a supporting beam 201, four fixed plates 305 with horizontal connecting plate 304 one-to-one have been arranged to horizontal connecting plate 304 upside, horizontal connecting plate 304 is fixed in fixed plate 305 upper portion one side outwards, and the inboard of vertical connecting plate 306 is fixed on fixed plate 305.
Further, it has the first preformed hole 101 that the convenience that sets up at the interval is connected with a supporting beam 201 to go up to open on post 100, first preformed hole 101 runs through post 100 in the front and back direction, the horizontal connection board 304 upside of both sides all is fixed with the first piece 301 of pretightening that two intervals set up around going up post 100, it has the first hole 301a of pretightening that can be with the axle center of the first preformed hole 101 that corresponds to open on the first piece 301 of pretightening, when the bottom laminating of going up post 100 was in bottom plate 303a upside, first hole 301a of pretightening was with the axle center of the first preformed hole 101 that corresponds.
After the upper column 100 is inserted into the connecting piece 303b through the slot 103, two prestressed reinforcements are screwed into the first pre-tightening hole 301a and the first preformed hole 101 in sequence, and then a nut is screwed onto the prestressed reinforcement outside the upper column 100 and abuts against the outside of the upper column 100.
Furthermore, it has the second preformed hole 102 that the convenience is connected with a supporting beam 201 that sets up in the front and back direction interval to open on upper prop 100, second preformed hole 102 passes through upper prop 100 in the left and right sides direction, second preformed hole 102 and first preformed hole 101 stagger in the direction of height and set up, and the horizontal connecting plate 304 upside of the left and right sides of upper prop 100 all is fixed with the second of two interval settings and reserves piece 302, it has second preformed hole 302a to open on the second to reserve piece 302, second preformed hole 302a and the coaxial heart of second preformed hole 102 that corresponds.
After two prestressed reinforcements are screwed into the second pre-tightening hole 302a and the second pre-tightening hole 102 in sequence, the nut is screwed on the prestressed reinforcement outside the upper column 100 and abuts against the outer side of the upper column 100, connection between the lower column 400, the upper column 100 and the supporting beam 201 is achieved, and the mounting is convenient.
The connecting nodes between the beam columns are connected in a hidden mode, the connecting pieces 303b are embedded into the wood columns and the wood beams, no redundant external connection exists outside, and the appearance is concise; the upper column 100 is inserted into the connecting piece 303b, meanwhile, the bottom plate 303a is fixedly connected with the lower column 400, the overall performance and the stress performance of the structure are guaranteed, the upper column 100 and the lower column 400 are convenient to connect, the pre-tightening block and the upper column 100 are connected through the pre-stressed steel bars, and the reliability of structural connection is improved.
Example 2
Referring to fig. 6 and 7, a second embodiment of the present invention is different from embodiment 1 in that it can reduce the rigid impact under an earthquake.
An assembled steel-wood beam-column connecting structure is characterized in that at least one group of damping assemblies 500 is connected between the outer sides of a supporting beam 201 and a lower column 400, in the embodiment, two groups of damping assemblies 500 are connected between the outer sides of the supporting beam 201 and the lower column 400, the two groups of damping assemblies 500 are symmetrically arranged on the center of the supporting beam 201 in the width direction, each damping assembly 500 comprises a first fixing column 503 fixed on one side, opposite to the lower column 400, of the supporting beam 201 and a second fixing column 501 fixed on the outer side of the lower column 400, and a damping spring 502 is connected between the first fixing column 503 and the second fixing column 501.
Through the setting of damping subassembly 500, reduce the rigidity impact under the earthquake, delay the destruction of beam column key node in the building structure.
It should be noted that the above embodiments are only used for illustrating the technical solutions of the present invention and not for limiting, and although the present invention has been described in detail with reference to the preferred embodiments, those skilled in the art should understand that the technical solutions of the present invention can be modified or replaced with equivalents without departing from the spirit and scope of the technical solutions of the present invention, which should be covered by the scope of the claims of the present invention.
Claims (10)
1. The utility model provides an assembled steel wood beam column connection structure which characterized in that: which comprises the steps of preparing a mixture of a plurality of raw materials,
a lower column (400);
an upper column (100);
a support assembly (200), the support assembly (200) comprising a support beam (201) connected around a lower column (400);
the middle connecting assembly (300) comprises a connecting support (303) connected to the upper side of the lower column (400), four horizontal connecting plates (304) corresponding to the supporting beams (201) one by one are arranged above the connecting support (303), the horizontal connecting plates (304) are connected with the corresponding supporting beams (201), and the upper column (100) is connected with the connecting support (303);
the damping component (500), damping component (500) is provided with a plurality of groups, be connected with at least a set of damping component (500) between supporting beam (201) and lower post (400) outside.
2. The assembled steel-wood beam-column connection structure of claim 1, wherein: the connecting support (303) comprises a bottom plate (303 a), a connecting piece (303 b) is fixed on the upper side of the bottom plate (303 a), a slot (103) with the same shape as the connecting piece (303 b) is formed in the downward end of the upper column (100), the upper column (100) is inserted into the connecting piece (303 b) through the slot (103), and the bottom of the upper column (100) is abutted to the upper side of the bottom plate (303 a).
3. The assembled steel-wood beam-column connection structure of claim 2, wherein: the lower side of the horizontal connecting plate (304) is connected with two vertical connecting plates (306), the two vertical connecting plates (306) are respectively attached to two sides of the supporting beam (201), and the vertical connecting plates (306) are connected with the supporting beam (201).
4. The assembled steel-wood beam-column connection structure of claim 3, wherein: four fixed plates (305) which correspond to the horizontal connecting plates (304) one by one are arranged on the upper sides of the horizontal connecting plates (304), the horizontal connecting plates (304) are fixed on one side, facing outwards, of the upper portions of the fixed plates (305), and the inner sides of the vertical connecting plates (306) are fixed on the fixed plates (305).
5. An assembled steel-wood beam-column connecting structure according to any one of claims 1 to 4, wherein: the upper column (100) is provided with first preformed holes (101) which are arranged at intervals in the left-right direction and are conveniently connected with the supporting beam (201), and the first preformed holes (101) penetrate through the upper column (100) in the front-rear direction.
6. The assembled steel-wood beam-column connection structure of claim 5, wherein: go up horizontal connection board (304) upside of post (100) front and back both sides all to be fixed with first pre-tightening block (301) that two intervals set up, it has first pre-tightening hole (301 a) with the axle center with first preformed hole (101) that correspond to open on first pre-tightening block (301), when the bottom laminating of going up post (100) was in bottom plate (303 a) upside, first pre-tightening hole (301 a) with the axle center with first preformed hole (101) that correspond.
7. An assembled steel-wood beam-column connecting structure according to any one of claims 1 to 4, wherein: the upper column (100) is provided with second preformed holes (102) which are arranged at intervals in the front-rear direction and are convenient to be connected with the supporting beam (201), the second preformed holes (102) penetrate through the upper column (100) in the left-right direction, and the second preformed holes (102) and the first preformed holes (101) are arranged in a staggered mode in the height direction.
8. The assembled steel-wood beam-column connection structure of claim 5, wherein: go up horizontal connecting plate (304) upside of post (100) left and right sides all to be fixed with the second that two intervals set up and to tighten piece (302), it has second to tighten hole (302 a) in advance to open on second is tight piece (302) in advance, second is tight hole (302 a) in advance and is coaxial with second preformed hole (102) that correspond.
9. An assembled steel-wood beam-column connecting structure according to any one of claims 1 to 4, wherein: damping subassembly (500) including fix supporting beam (201) relative lower post (400) set up first fixed column (503) of one side and fixed second fixed column (501) in the lower post (400) outside, be connected with damping spring (502) between first fixed column (503) and second fixed column (501).
10. The assembled steel-wood beam-column connection structure of claim 9, wherein: two groups of damping assemblies (500) are connected between the supporting beam (201) and the outer side of the lower column (400), and the two groups of damping assemblies (500) are symmetrically arranged relative to the center of the supporting beam (201) in the width direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123069724.6U CN216839843U (en) | 2021-12-08 | 2021-12-08 | Assembled steel-wood beam-column connecting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123069724.6U CN216839843U (en) | 2021-12-08 | 2021-12-08 | Assembled steel-wood beam-column connecting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216839843U true CN216839843U (en) | 2022-06-28 |
Family
ID=82107194
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202123069724.6U Active CN216839843U (en) | 2021-12-08 | 2021-12-08 | Assembled steel-wood beam-column connecting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216839843U (en) |
-
2021
- 2021-12-08 CN CN202123069724.6U patent/CN216839843U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205776734U (en) | A kind of assembly concrete connecting structure of beam column nodes | |
| CN102995789B (en) | Built-in section steel column-lattice steel beam-mesh steel support concrete wall body and manufacturing method | |
| CN110656698B (en) | Shock resistance connection structure of concrete beam column | |
| CN210857538U (en) | Assembled concrete frame beam column connection structure | |
| CN103711227B (en) | Metal flexing type bamboo (wood) Damping for Frame Structure node | |
| CN112942573A (en) | Assembled beam-column node mortise-tenon structure and construction method | |
| CN110761580A (en) | Displacement-preventing support for steel structure engineering and operation method thereof | |
| CN211665987U (en) | Energy dissipation shock attenuation node reaches shock attenuation post including this node | |
| CN216839843U (en) | Assembled steel-wood beam-column connecting structure | |
| CN114856035A (en) | Assembled coincide and crack buckling restrained steel sheet shear wall structure | |
| CN210597740U (en) | Assembled shear force wall | |
| CN216429190U (en) | A assembled building supporting seat for among building engineering | |
| CN112459584B (en) | Wallboard concatenation and ground absorbing assembled frame construction | |
| CN214833403U (en) | Steel pipe concrete special-shaped column connection node structure for building engineering | |
| KR101259247B1 (en) | Damping type structure | |
| CN214329256U (en) | Concrete assembled frame roof beam | |
| CN219825647U (en) | Shock-resistant steel beam and concrete column rigid joint point | |
| CN221219169U (en) | Column foot connection structure of wooden column | |
| CN215166768U (en) | Assembled building structure damping device | |
| CN212453079U (en) | Concrete thin-shell building | |
| CN218028285U (en) | Anti-seismic building steel structure | |
| CN219732333U (en) | Vertical baffle steel pipe concrete column-H shaped steel girder mortise-tenon joint structure | |
| CN215978581U (en) | Novel building engineering frame roof beam is consolidated device | |
| CN212478719U (en) | Novel prefabricated assembled concrete beam connected node structure | |
| CN215106207U (en) | Lead-buckling-restrained supporting structure and supporting frame system thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |