CN208329694U - A kind of semi-rigid bracing means of timber structure panel point - Google Patents
A kind of semi-rigid bracing means of timber structure panel point Download PDFInfo
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- CN208329694U CN208329694U CN201820950525.5U CN201820950525U CN208329694U CN 208329694 U CN208329694 U CN 208329694U CN 201820950525 U CN201820950525 U CN 201820950525U CN 208329694 U CN208329694 U CN 208329694U
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- steel plate
- coating member
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- groove
- panel point
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Abstract
The utility model discloses a kind of semi-rigid bracing means of timber structure panel point, including triangular steel plate, first coating member and several second coating members, wherein, timber structure panel point includes crossbeam and diagonal brace, the end of diagonal brace is fixed on crossbeam, the bevel edge of triangular steel plate is located on the outer wall of diagonal brace, the bottom edge of triangular steel plate is located on crossbeam, first coating member is socketed on crossbeam, each second coating member is socketed on diagonal brace, the bottom edge of triangular steel plate offers the first groove, the side of first coating member is embedded in first groove, several second grooves are provided on the bevel edge of triangular steel plate, wherein, corresponding second coating member of one the second groove, wherein, the side of second coating member is embedded in corresponding second groove；Through-hole is offered in the middle part of triangular steel plate, which can be realized the reinforcing to timber structure panel point, and can effectively improve the energy consumption ability of timber structure panel point.
Description
Technical field
The utility model relates to a kind of semi-rigid ruggedized constructions, and in particular to a kind of semi-rigid reinforcing of timber structure panel point
Device.
Background technique
Timber structure is a kind of ancient times common architecture structure form, since timber has good bending resistance, resistance to compression, shock resistance
The advantages that energy and easy to process and maintenance, therefore the building of Ancient Times in China is substantially and is built using timber, is such as handed down to posterity so far
A large amount of wood-structure old buildings: Beijing's Imperial Palace, Chengde Mountain Resort, Shanxi Wooden Pagoda at Yingxian County etc..Mortise-tenon joint is ancient building node
The principal mode of connection.For mortise-tenon joint node mainly by the friction energy-dissipating of contact surface between node, energy dissipation capacity is small, and node
Typically no reinforcing, under load action, tenon is easy to fall off, and causes serious destruction.This is also timber buildings although matter
Amount is light, but the main reason for there is no therefore and from earthquake disaster.Pulling out tenon will be so that the effective bearing surface of beam-ends reduces, and tenon
Fourth of the twelve Earthly Branches node is changed into the hinged state for being easy to rotate by original semi-rigid state, is not only made the bending resistance of node itself, is cut, turns round energy
Power reduces, and whole structural stability is affected, it is likely that generates toppling property and destroys.Therefore, for pulling out the truss section of tenon
Point needs to repair reinforcing.
System timber structure joint reinforcing mode mainly has U-shaped iron hoop to reinforce, dog is reinforced, FRP is reinforced etc..These reinforcing modes
It is all to have although traditional reinforcing mode is simple and convenient to wooden component itself from the angle for increasing connection stiffness mostly
Destruction, and these reinforcing modes are while relative displacement between limiting Tenon, the energy dissipation capacity of timber structure also under
Drop.
Utility model content
The shortcomings that the purpose of the utility model is to overcome the above-mentioned prior arts provides a kind of timber structure panel point half
Rigid reinforcement device, which can be realized the reinforcing to timber structure panel point, and can effectively improve timber structure truss
The energy consumption ability of node.
In order to achieve the above objectives, the semi-rigid bracing means of timber structure panel point described in the utility model includes triangle
Steel plate, the first coating member and several second coating members, wherein timber structure panel point includes crossbeam and diagonal brace, the end of diagonal brace
It being fixed on crossbeam, the bevel edge of triangular steel plate is located on the outer wall of diagonal brace, and the bottom edge of triangular steel plate is located on crossbeam, and first
Coating member is socketed on crossbeam, and each second coating member is socketed on diagonal brace, and the bottom edge of triangular steel plate offers the first groove, the
The side of one coating member is embedded in first groove, and several second grooves are provided on the bevel edge of triangular steel plate, wherein
Corresponding second coating member of one the second groove, wherein the side of the second coating member is embedded in corresponding second groove；
Through-hole is offered in the middle part of triangular steel plate.
Between first coating member and the bottom of the first groove and between the second coating member and the bottom of corresponding second groove
It is provided with gasket.
First coating member and each second coating member include the first connector and the second connector being interlocked, the first connection
One end of part is swallow-tail form tenon structure, the tongue-and-groove knot that one end of the second connector is matched with the swallow-tail form tenon structure
First connector is connected by the other end of structure, the other end and the second connector that bolt passes through the first connector with the second connector
It connects, and the first coating member and each second coating member are frame-type structure.
The end of first connector and the end of the second connector are provided with the outer extension member for offering bolt hole, and bolt is worn
Cross the bolt hole.
It is provided with oblique junction steel plate between triangular steel plate and diagonal brace, level is provided between triangular steel plate and crossbeam
Junction steel plate, wherein oblique junction steel plate is wrapped in each second coating member, and horizontal connection steel plate is wrapped in the first coating member
It is interior, and mutually welded between triangular steel plate and horizontal connection steel plate and oblique junction steel plate.
Triangular steel plate is triangular structure of right angle.
The utility model has the following beneficial effects:
The semi-rigid bracing means of timber structure panel point described in the utility model passes through triangle steel when specific operation
The bevel edge of plate supports diagonal brace, wraps up crossbeam by the first coating member, wraps up diagonal brace by the second coating member, then pass through triangle steel
Plate limits the first coating member and the second coating member, to realize the reinforcing of timber structure panel point.Triangular steel plate simultaneously
Middle part offer through-hole, using the portion of energy at the through-hole and the deformation dissipation node of triangular steel plate when earthquake, with excellent
Change the anti-seismic performance of timber buildings, improves the shear-carrying capacity and energy dissipation ability of timber structure panel point.This reality simultaneously
Timber structure panel point is not destroyed during installation with novel, avoids the performance for leading to timber structure panel point because of destruction
Decline, structure is simple, low in cost, easy for installation, does not influence the characteristics of ancient building visit requires.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the structural schematic diagram of the first coating member 1 in the utility model；
Fig. 3 is the enlarged drawing in Fig. 1 at A；
Fig. 4 is the location diagram of intermediate cam shape steel plate 5 and oblique junction steel plate 4 and horizontal connection steel plate 3 of the present invention；
Fig. 5 is the main view of the utility model.
Wherein, 1 it is the first coating member, 2 be the second coating member, 3 be horizontal connection steel plate, 4 be oblique junction steel plate, 5 is
Triangular steel plate, 6 be crossbeam, 7 be diagonal brace, 8 be through-hole, 91 be the first groove, 92 be the second groove, 101 be the first connector,
102 be the second connector, 11 be gasket.
Specific embodiment
The utility model is described in further detail with reference to the accompanying drawing:
As shown in Figures 1 to 5, the semi-rigid bracing means of timber structure panel point described in the utility model includes triangle
Steel plate 5, the first coating member 1 and several second coating members 2, wherein timber structure panel point includes crossbeam 6 and diagonal brace 7, diagonal brace 7
End be fixed on crossbeam 6, the bevel edge of triangular steel plate 5 is located on the outer wall of diagonal brace 7, and the bottom edge of triangular steel plate 5 is located at
On crossbeam 6, the first coating member 1 is socketed on crossbeam 6, and each second coating member 2 is socketed on diagonal brace 7, the bottom edge of triangular steel plate 5
The first groove 91 is offered, the side of the first coating member 1 is embedded in first groove 91, on the bevel edge of triangular steel plate 5
It is provided with several second grooves 92, wherein corresponding second coating member 2 of second groove 92, wherein the second coating member 2
Side be embedded in corresponding second groove 92；The middle part of triangular steel plate 5 offers through-hole 8, wherein triangular steel plate 5
For triangular structure of right angle.
Between first coating member 1 and the bottom of the first groove 91 and bottom of the second coating member 2 and corresponding second groove 92
Between be provided with gasket 11；First coating member 1 and each second coating member 2 include the first connector 101 being interlocked and the
Two connectors 102, one end of the first connector 101 are swallow-tail form tenon structure, one end of the second connector 102 and the dovetail
The tenon groove structure that shape tenon structure matches, bolt pass through the first connector 101 the other end and the second connector 102 it is another
First connector 101 is connected by end with the second connector 102, and the first coating member 1 and each second coating member 2 are frame-type knot
Structure；The end of first connector 101 and the end of the second connector 102 are provided with the outer extension member for offering bolt hole, bolt
Across the bolt hole.
It is provided with oblique junction steel plate 4 between triangular steel plate 5 and diagonal brace 7, is arranged between triangular steel plate 5 and crossbeam 6
There is horizontal connection steel plate 3, wherein oblique junction steel plate 4 is wrapped in each second coating member 2, and horizontal connection steel plate 3 is wrapped in
In one coating member 1, and mutually welded between triangular steel plate 5 and horizontal connection steel plate 3 and oblique junction steel plate 4.
Triangular steel plate 5, horizontal connection steel plate 3, oblique junction steel plate 4, the first connector 101 and the second connector 102
It is all made of the Q235 steel with a thickness of 8-15 millimeters, to prevent tenon after the first coating member 1 and the second coating member 2 fastening from deviating from,
Gasket 11 is filled between first coating member 1 and the second coating member 2 and triangular steel plate 5, to make up distance between the two,
In, the thickness of gasket 11 is slightly larger than gap width, influences device normal use after avoiding gasket 11 from loosening.
Claims (6)
1. a kind of semi-rigid bracing means of timber structure panel point, which is characterized in that including triangular steel plate (5), the first cladding
Part (1) and several second coating members (2), wherein timber structure panel point includes crossbeam (6) and diagonal brace (7), the end of diagonal brace (7)
Portion is fixed on crossbeam (6), and the bevel edge of triangular steel plate (5) is located on the outer wall of diagonal brace (7), the bottom edge of triangular steel plate (5)
On crossbeam (6), the first coating member (1) is socketed on crossbeam (6), and each second coating member (2) is socketed on diagonal brace (7), and three
The bottom edge of angle plate (5) offers the first groove (91), and the side of the first coating member (1) is embedded in first groove (91)
It is interior, several second grooves (92) are provided on the bevel edge of triangular steel plate (5), wherein second groove (92) is one corresponding
Second coating member (2), wherein the side of the second coating member (2) is embedded in corresponding second groove (92)；
Through-hole (8) are offered in the middle part of triangular steel plate (5).
2. the semi-rigid bracing means of timber structure panel point according to claim 1, which is characterized in that the first coating member
(1) it is respectively provided between the bottom of the first groove (91) and between the second coating member (2) and the bottom of corresponding second groove (92)
There are gasket (11).
3. the semi-rigid bracing means of timber structure panel point according to claim 1, which is characterized in that the first coating member
(1) and each second coating member (2) includes the first connector (101) and the second connector (102) being interlocked, the first connector
(101) one end is swallow-tail form tenon structure, and one end of the second connector (102) is matched with the swallow-tail form tenon structure
Tenon groove structure, bolt pass through the other end of the first connector (101) and the other end of the second connector (102) for the first connector
(101) it is connected with the second connector (102), and the first coating member (1) and each second coating member (2) are frame-type structure.
4. the semi-rigid bracing means of timber structure panel point according to claim 3, which is characterized in that the first connector
(101) end of end and the second connector (102) is provided with the outer extension member for offering bolt hole, and bolt passes through the spiral shell
Keyhole.
5. the semi-rigid bracing means of timber structure panel point according to claim 1, which is characterized in that triangular steel plate
(5) it is provided between diagonal brace (7) oblique junction steel plate (4), horizontal connect is provided between triangular steel plate (5) and crossbeam (6)
Connect steel plate (3), wherein oblique junction steel plate (4) is wrapped in each second coating member (2), and horizontal connection steel plate (3) is wrapped in the
In one coating member (1), and mutually welded between triangular steel plate (5) and horizontal connection steel plate (3) and oblique junction steel plate (4).
6. the semi-rigid bracing means of timber structure panel point according to claim 1, which is characterized in that triangular steel plate
It (5) is triangular structure of right angle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820950525.5U CN208329694U (en) | 2018-06-20 | 2018-06-20 | A kind of semi-rigid bracing means of timber structure panel point |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820950525.5U CN208329694U (en) | 2018-06-20 | 2018-06-20 | A kind of semi-rigid bracing means of timber structure panel point |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208329694U true CN208329694U (en) | 2019-01-04 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820950525.5U Active CN208329694U (en) | 2018-06-20 | 2018-06-20 | A kind of semi-rigid bracing means of timber structure panel point |
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| CN (1) | CN208329694U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114120859A (en) * | 2020-11-12 | 2022-03-01 | 山东智慧广告传媒有限公司 | High-speed bridge-spanning advertising board convenient and safe to disassemble and assemble |
| CN116181105A (en) * | 2023-02-14 | 2023-05-30 | 天津大学 | Detachable beam column node reinforcement member |
-
2018
- 2018-06-20 CN CN201820950525.5U patent/CN208329694U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114120859A (en) * | 2020-11-12 | 2022-03-01 | 山东智慧广告传媒有限公司 | High-speed bridge-spanning advertising board convenient and safe to disassemble and assemble |
| CN116181105A (en) * | 2023-02-14 | 2023-05-30 | 天津大学 | Detachable beam column node reinforcement member |
| CN116181105B (en) * | 2023-02-14 | 2023-12-29 | 天津大学 | Detachable beam column node reinforcement member |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
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| TR01 | Transfer of patent right |
Effective date of registration: 20211207 Address after: 710000 Room 301, building 4, complex building, No. 49, Zhangba Road, high tech Zone, Xi'an, Shaanxi Province Patentee after: Shaanxi neutral testing and identification Co.,Ltd. Address before: 710055 Yanta Road 13, Xi'an City, Shaanxi Province Patentee before: XIAN University OF ARCHITECTURE AND TECHNOLOG |