CN214497861U - Wood structure beam column connected node - Google Patents
Wood structure beam column connected node Download PDFInfo
- Publication number
- CN214497861U CN214497861U CN202022080618.7U CN202022080618U CN214497861U CN 214497861 U CN214497861 U CN 214497861U CN 202022080618 U CN202022080618 U CN 202022080618U CN 214497861 U CN214497861 U CN 214497861U
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- Prior art keywords
- timber
- column
- wood
- plate
- wallboard
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- Expired - Fee Related
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- 239000002023 wood Substances 0.000 title claims abstract description 74
- 229910000831 Steel Inorganic materials 0.000 claims description 9
- 239000010959 steel Substances 0.000 claims description 9
- 238000005452 bending Methods 0.000 claims description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
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- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model provides a wood structure beam column connection node, which comprises a wood beam and a wood column, wherein the wood beam and the wood column are mutually perpendicular, the wood beam and the wood column are connected through mortise and tenon joints, at least one angle plate is arranged in at least one vertical angle between the wood beam and the wood column, the angle plate comprises a first wall plate, a second wall plate which is perpendicular to the first wall plate, and an arc-shaped bearing plate, the two ends of the arc-shaped bearing plate are respectively connected on the first wall plate and the second wall plate and are arranged in the vertical angle of the first wall plate and the second wall plate, bolt holes are arranged on the parts of the first wall plate and the second wall plate which are positioned outside the arc-shaped bearing plate, the first wall plate and the second wall plate are respectively placed close to the surface of the wood column or the wood beam and are respectively fastened and connected with the wood column or the wood beam through stud bolts, and the triangular structures of the first wall plate and the second wall plate of the angle plate can strengthen the firm connection between the wood beam and the wood column, and the arc-shaped bearing plate can help maintain the semi-rigid advantage of the mortise and tenon joint.
Description
Technical Field
The utility model relates to a timber structure building technical field specifically is a timber structure beam column connected node.
Background
The wood structure building is a dazzling bright pearl in Chinese characteristic ancient buildings, the artistic historical value of the wood structure building is immeasurable, the tenon-and-mortise joints are used as the main mode of wood structure connection, the mechanical property of the wood structure building has the characteristic of semi-rigidity, and the wood structure building has outstanding bending resistance, shearing resistance and earthquake resistance.
The nodes in the timber frame are usually connected by adopting tenons, but the mortise and tenon joints have a plurality of problems in the use process, when the mortise and tenon joints are loosened, inclined or subjected to tenon pulling, the rigidity of the joints is sharply reduced, and under the condition that the rigidity value exceeds a critical value, the beam column is unstable, and further the timber structure building collapses. In order to enhance the overall performance of a house, wooden components such as inclined struts and the like are often required to be arranged to strengthen connection, and the rigidity of the mortise and tenon joint is enhanced by the strengthening modes, but the original semi-rigidity advantage of the mortise and tenon joint cannot be exerted.
SUMMERY OF THE UTILITY MODEL
To the problem that the background art provided, this application provides a timber structure beam column connected node, can stabilize the nodal connection, can maintain the semirigid of nodal connection again.
The technical scheme of the utility model as follows:
the utility model provides a timber structure beam column connected node, includes timber beams and timber column, timber beams and timber column mutually perpendicular set up, through mortise-tenon joint connection between timber beams and the timber column, set up at least one scute in at least one perpendicular angle between timber beams and the timber column, the scute includes first wallboard, the second wallboard that sets up perpendicularly with first wallboard and both ends connect respectively on first wallboard and second wallboard and set up the arc bearing plate in the perpendicular angle of first wallboard and second wallboard, the part that first wallboard and second wallboard are located the arc bearing plate outside sets up the bolt hole, the face that timber columns or timber beams are hugged closely respectively to first wallboard and second wallboard is placed to respectively through stud and timber column or timber beam fastening connection.
Furthermore, a top plate is arranged on the outer side of the surface, which is not in contact with each other, of the wood beam column, holes corresponding to the bolt holes in the corner plates are formed in the top plate, and the corner plates and the top plate which are arranged oppositely are connected through the stud bolts.
Furthermore, the angle plate and the top plate are made of steel plates.
Further, the first wallboard and the second wallboard of scute adopt the steel sheet to bend and form, arc bearing plate adopts the arc steel sheet to with both ends weld respectively in the inboard face of first wallboard and second wallboard.
Furthermore, more than two groups of double-end bolts can be installed on the angle plate.
Furthermore, more than two corner plates are correspondingly placed in each vertical corner.
Further, the timber beams is located on the timber column top, the timber column top sets up the tenon fourth of the twelve earthly branches and connects in timber beam bottom, the timber beams both ends extend to outside the timber column both sides put into respectively in forming two perpendicular angles between timber beams and the timber column, the top of timber beams corresponds the scute and sets up the roof, adopts stud to pass corresponding bolt hole and timber column connection between the scute of putting into respectively in two perpendicular angles, adopt stud to pass corresponding bolt hole and timber beam connection between roof and the scute.
Further, the timber beams is located the post middle part, the one end of timber beams sets up the tenon fourth of the twelve earthly branches and connects in the post middle part, the post both ends extend to outside the timber beams both sides, the scute is placed respectively in two perpendicular angles that timber beams and post formed, one side of keeping away from the timber beams of post corresponds the scute and sets up the roof, adopts stud to pass corresponding bolt hole and timber beams to be connected between the scute of putting into respectively in two perpendicular angles, adopt stud to pass corresponding bolt hole and post connection between roof and the scute.
Further, the timber beams include two, are located timber column middle part both sides respectively, the one end of timber beams sets up the tenon fourth of the twelve earthly branches and connects in timber column middle part, the timber column both ends extend to outside timber beam both sides, the scute is placed respectively in four perpendicular angles of formation between timber beam and the timber column, arbitrary two sets of relative setting the scute adopts stud to connect.
The utility model has the advantages that: after timber structure beam column passes through tenon fourth of twelve earthly branches nodal connection, through adding the utility model discloses consolidate the connection, add the scute in the perpendicular angle of timber beam column tenon fourth of twelve earthly branches node, there is contactless face between the timber beam column then to add the roof, through the relative scute that sets up of stud connection or relative scute and the roof that sets up, adopt behind nut fastening stud's the both ends, then can realize the utility model discloses a connection, first wallboard and second wallboard triangle-shaped structure can strengthen the firm connection between timber beam and the timber column, and arc bearing plate can help to maintain the semi-rigid advantage of tenon fourth of twelve earthly branches node.
Drawings
FIG. 1 is a schematic structural view of an embodiment 1 of a beam-column connection node of a wood structure;
FIG. 2 is a schematic structural view of an embodiment 2 of a beam-column connection node of a wood structure;
FIG. 3 is a schematic structural view of an embodiment 3 of a beam-column connection node of a wood structure;
description of reference numerals: wooden beam 1, post 2, scute 3, roof 4, stud 5, mortise and tenon joint 6, first wallboard 31, second wallboard 32, arc bearing plate 33.
Detailed Description
The present invention will be further described with reference to the accompanying drawings so as to facilitate the understanding of the present invention by those skilled in the art.
In the embodiment of the present invention, all the directional indicators (such as upper, lower, left, right, front, and rear … …) are only used to explain the relative position relationship between the components, the motion situation, etc. in a specific posture (as shown in the drawings), and if the specific posture changes, the directional indicator changes accordingly; the description herein of "first", "second", etc. is for descriptive purposes only and is not to be construed as indicating or implying any relative importance or implicit indication of the number of technical features indicated; the technical solution described in this specification aims to achieve the object of the present invention, and the parts not described in detail are realized by using the prior art.
Example 1: as shown in the attached figure 1, the beam-column connection node of the wood structure comprises a wood beam 1 and a wood column 2, wherein the wood beam 1 and the wood column 2 are arranged perpendicular to each other, the wood beam 1 and the wood column 2 are connected through mortise and tenon joints 6, at least one corner plate 3 is arranged in at least one vertical angle between the wood beam 1 and the wood column 2, the corner panel 3 comprises a first wall panel 31, a second wall panel 32 arranged perpendicular to the first wall panel 31, and an arc-shaped bearing plate 33 connected at both ends to the first wall panel 31 and the second wall panel 32 respectively and arranged in a perpendicular corner between the first wall panel 31 and the second wall panel 32, bolt holes are arranged on the parts of the first wall plate 31 and the second wall plate 32 which are positioned at the outer side of the arc-shaped bearing plate 33, the first wall plate 31 and the second wall plate 32 are respectively and tightly attached to the surface of the wood column 2 or the surface of the wood beam 1 and are respectively and tightly connected with the wood column 2 or the surface of the wood beam 1 through the stud bolts 5.
Specifically, in this embodiment, the wood beam 1 is located on the top of the wood column 2, the top of the wood column 2 is provided with a tenon-and-mortise joint at the bottom of the wood beam 1, two ends of the wood beam 1 extend out of two sides of the wood column 2, and further, two vertical corners can be formed between the wood beam 1 and the wood column 2, the corner plates 3 are respectively placed in the two vertical corners, the width of each corner plate 3 can be wider, two or more sets of stud bolts 5 can be installed on the corner plate 3, and also can be narrower, two or more corner plates are correspondingly placed in each vertical corner, the top of the wood beam 1 is provided with a top plate 4 corresponding to the corner plate 3, the top plate 4 is provided with holes corresponding to the bolt holes on the corner plates 3, the corner plates 3 respectively placed in the two vertical corners are connected by the stud bolts 5 penetrating through the corresponding bolt holes and the wood column 2, and the top plate 4 is connected with the wood beam 1 by the stud bolts 5 penetrating through the corresponding bolt holes (the wood beam 1 and the wood column 2 can be directly drilled to realize the connection Connect), adopt nut fastening stud 5's both ends back, first wallboard 31 and second wallboard 32 can strengthen the firm connection between wooden beam 1 and the post 2, and arc bearing plate 33 can help to maintain the semi-rigid advantage of tenon fourth of the twelve earthly branches node 6, furtherly, scute 3 and roof 4 adopt the steel sheet preparation, the first wallboard 31 and the second wallboard 32 of scute 3 adopt the steel sheet to bend and form, arc bearing plate 33 adopts the arc steel sheet to weld both ends respectively in the inboard of first wallboard 31 and second wallboard 32.
Example 2: as shown in fig. 2, in this embodiment, the wood beam 1 is located in the middle of the wood column 2, one end of the wood beam 1 is provided with a tenon, and the tenon is riveted to the middle of the wood column 2, two ends of the wood column 2 extend out of two sides of the wood beam 1, the corner plates 3 are respectively placed in two vertical corners formed by the wood beam 1 and the wood column 2, one side of the wood column 2, which is far away from the wood beam 1, is provided with a top plate 4 corresponding to the corner plate 3, the corner plates 3 respectively placed in the two vertical corners are connected to the wood beam 1 by passing through corresponding bolt holes with stud bolts 5, the top plate 4 is connected to the corner plates 3 by passing through corresponding bolt holes with stud bolts 5, and the arrangement and principle of the rest parts of this embodiment are similar to those of embodiment 1, and are not described again.
Example 3: as shown in fig. 3, in this embodiment, the two wood beams 1 are respectively located on two sides of the middle of the wood column 2, one end of the wood beam 1 is provided with a tenon in a mortise joint in the middle of the wood column 2, two ends of the wood column 2 extend out of two sides of the wood beam 1, and further, four vertical angles can be formed between the wood beam 1 and the wood column 2, the angle plates 3 are respectively placed in the four vertical angles formed by the wood beam 1 and the wood column 2, and any two sets of the angle plates 3 which are oppositely arranged are connected by the stud bolts 5.
The principle of the utility model is as follows: after timber structure beam column passes through tenon fourth of twelve earthly branches node 6 and connects, through adding the utility model discloses consolidate the connection, add scute 3 in the perpendicular angle of present timber beam column tenon fourth of twelve earthly branches node, there is contactless face then to add roof 4 between the timber beam column, connect relative scute 3 that sets up or relative scute 3 and roof 4 that sets up through stud 5, then can realize the utility model discloses a connection, after connecting, the effect that scute 3 passes through triangle-shaped structure and arc bearing plate 33 can stabilize the nodal connection, can maintain the semi-rigidity of nodal connection again.
The above embodiments are only used to illustrate the preferred embodiments of the present invention, but not to limit the present invention, and to those skilled in the art, according to the idea of the present invention, there will be some changes in the detailed description and the application scope, and the content of the present description should not be interpreted as a limitation to the present invention.
Claims (9)
1. The utility model provides a timber structure beam column connected node, its characterized in that, includes timber roof beam and timber pillar, timber roof beam and timber pillar mutually perpendicular set up, through tenon fourth of the twelve earthly branches nodal connection between timber roof beam and the timber pillar, set up at least one scute in at least one perpendicular angle between timber roof beam and the timber pillar, the scute includes first wallboard, the second wallboard that sets up perpendicularly with first wallboard and both ends connect respectively on first wallboard and second wallboard and set up the arc bearing plate in the perpendicular angle of first wallboard and second wallboard, the part that first wallboard and second wallboard are located the arc bearing plate outside sets up the bolt hole, first wallboard and second wallboard are hugged closely the face of timber pillar or timber beam respectively and are placed to respectively through stud and timber pillar or timber beam fastening connection.
2. The wood-structure beam-column connection node according to claim 1, wherein a top plate is provided outside surfaces of the wood beams and columns which do not contact each other, the top plate is provided with holes corresponding to the bolt holes of the corner plates, and the corner plates and the top plate which are oppositely disposed are connected by stud bolts.
3. A timber structural beam and column connecting node according to claim 2 wherein the corner and roof panels are formed from steel sheet.
4. The timber structural beam column connecting node according to claim 1 or 2, wherein the first wall plate and the second wall plate of the corner plate are formed by bending steel plates, the arc-shaped bearing plate is formed by arc-shaped steel plates, and both ends of the arc-shaped bearing plate are welded in the inner side surfaces of the first wall plate and the second wall plate respectively.
5. A timber structure beam column connecting node according to claim 1 or claim 2, wherein two or more sets of double-ended bolts are attached to the corner plate.
6. A timber structure beam column connecting node according to claim 1 or claim 2 wherein more than two corner panels are placed in each vertical corner.
7. The timber structure beam column connection node of claim 2, wherein the timber beam is located on the top of the timber column, the top of the timber column is provided with a tenon-and-mortise joint at the bottom of the timber beam, two ends of the timber beam extend out of two sides of the timber column, corner plates are respectively placed in two vertical corners formed between the timber beam and the timber column, the top of the timber beam is provided with a top plate corresponding to the corner plates, the corner plates respectively placed in the two vertical corners penetrate through corresponding bolt holes and are connected with the timber column by using stud bolts, and the top plate and the corner plates penetrate through corresponding bolt holes and are connected with the timber beam by using stud bolts.
8. The timber structure beam column connection node of claim 2, wherein the timber beam is located in the middle of a timber column, one end of the timber beam is provided with a tenon-and-mortise joint in the middle of the timber column, two ends of the timber column extend out of two sides of the timber beam, the corner plates are respectively placed in two vertical corners formed by the timber beam and the timber column, one side of the timber column, far away from the timber beam, is provided with a top plate corresponding to the corner plate, the corner plates respectively placed in the two vertical corners are connected with the timber beam by passing through corresponding bolt holes by using stud bolts, and the top plate is connected with the corner plates by passing through corresponding bolt holes by using stud bolts.
9. The timber structure beam column connected node of claim 1, wherein the timber beams comprise two timber beams, the two timber beams are respectively located on two sides of the middle of the timber column, one end of the timber beam is provided with a tenon-and-mortise joint in the middle of the timber column, two ends of the timber column extend out of two sides of the timber beam, the angle plates are respectively placed in four vertical angles formed between the timber beam and the timber column, and any two groups of the angle plates which are oppositely arranged are connected through the stud bolts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022080618.7U CN214497861U (en) | 2020-09-22 | 2020-09-22 | Wood structure beam column connected node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022080618.7U CN214497861U (en) | 2020-09-22 | 2020-09-22 | Wood structure beam column connected node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214497861U true CN214497861U (en) | 2021-10-26 |
Family
ID=78196566
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022080618.7U Expired - Fee Related CN214497861U (en) | 2020-09-22 | 2020-09-22 | Wood structure beam column connected node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214497861U (en) |
-
2020
- 2020-09-22 CN CN202022080618.7U patent/CN214497861U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20211026 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |