CN207813077U - A kind of timber structure traditional residence beam column Tenon joint reinforcing deviation correcting device - Google Patents
A kind of timber structure traditional residence beam column Tenon joint reinforcing deviation correcting device Download PDFInfo
- Publication number
- CN207813077U CN207813077U CN201721652748.5U CN201721652748U CN207813077U CN 207813077 U CN207813077 U CN 207813077U CN 201721652748 U CN201721652748 U CN 201721652748U CN 207813077 U CN207813077 U CN 207813077U
- Authority
- CN
- China
- Prior art keywords
- column
- attachment device
- casing
- deviation correcting
- joint reinforcing
- 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.)
- Expired - Fee Related
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
A kind of timber structure traditional residence beam column Tenon joint reinforcing deviation correcting device, the gallows timber being formed by connecting by Tenon node including pin and wooden frame, attachment device attachment device and beam in is respectively arranged on column on pin and wooden frame, rod iron is bolted in attachment device on attachment device and beam on column, the casing reinforced is provided on rod iron, two rod irons of orthodontic and anti-pitch thread are respectively set in casing two ends, screw thread corresponding with casing is set at one end, positive pitch thread is to tighten clockwise, is unscrewed counterclockwise；Anti- pitch thread is tightened anti-clockwise, unscrews clockwise, casing both ends are arranged to realize the function of turning casing and reach rod iron while elongating or shortening after positive and negative pitch thread, and the utility model has easy for construction, consolidation effect outstanding feature.
Description
Technical field
The utility model is related to the common beam column Tenon joint reinforcing Restoration Techniques fields of timber structure traditional residence, more particularly to
A kind of timber structure traditional residence beam column Tenon joint reinforcing deviation correcting device.
Background technology
Timber structure Tenon node is typical varied rigid link, and bearing capacity and bending stiffness are relatively low, and in natural ring
It is easy to happen loosening deformation under border and geological process, generates the residual deformation that can not restore automatically, in turn results in integrally-built
Askew sudden strain of a muscle is tilted, the safety of structure is seriously threatened.Therefore Tenon node is the keypoint part of timber structure strengthening by reparative method.
Tenon joint reinforcing frequently with material mainly have the traditional materials such as angle steel, steel plate, reinforcing bar, cramp iron and carbon fiber
The new materials such as cloth.Although the traditional materials such as angle steel, steel plate, reinforcing bar, cramp iron, which reinforce Tenon node, can improve holding for node
Power and energy-dissipating property are carried, but does not have deviation-correcting function for having generated the askew wooden frame structure of inclination sudden strain of a muscle, structure is made to be in ' P- always
It is unfavorable to structure under △ ' effects；Furthermore since the materials such as angle steel, steel plate, reinforcing bar, cramp iron belong to elastic-plastic material, structure
After undergoing big geological process, these materials itself will produce larger residual deformation, can not return to original state, need
Reinforcement material is replaced, second consolidation is carried out to structure.New material carbon cloth is a kind of unidirectional carbon reinforcing product, is had
Therefore stronger tensile bearing capacity using carbon cloth reinforced Tenon node, can improve the anti-seismic performance of Tenon node, but carbon
Fiber cloth brittleness is strong, and ductility is poor, and being deformed after geological process can not restore, and does not have deviation-correcting function.
Invention content
For overcome the deficiencies in the prior art, the purpose of this utility model is to provide a kind of timber structure traditional residence beam columns
Tenon joint reinforcing deviation correcting device, solve present in existing Tenon joint reinforcing mode without deviation-correcting function, deform after nothing
The problems such as method is continuing with, the Tenon node are reinforced using the jacketed pipe of rod iron, are realized on the basis of traditional reinforcement means
Integrally-built reset after deformation, and then improve the birth defect of Tenon node automatic recovery ability difference.
To achieve the goals above, the utility model is achieved through the following technical solutions：
A kind of timber structure traditional residence beam column Tenon joint reinforcing deviation correcting device, including pin 1 pass through Tenon section with wooden frame 2
Attachment device attachment device 3 and beam in is respectively arranged on column on the gallows timber that is formed by connecting of point, the pin 1 and wooden frame 2
7, attachment device 7 connects rod iron 4 by bolt 6 on attachment device 3 and beam on column, is provided with and is reinforced on the rod iron 4
Casing 5.
Attachment device 7 is concordant with wooden frame 2 and 1 edge of pin respectively on attachment device 3 and beam on the column.
Attachment device 7 apart from 2 pin of wooden frame, 1 Edge Distance is 250~380mm on attachment device 3 and beam on the column.
Attachment device 3 includes that two band steels surround pin, and reserve 30~80mm punchings, Kong Zhi at both ends on the column
Between connected by bolt 6.
The band steel thickness is 3~8mm, 20~80mm of width, 6 10~20mm of diameter of bolt, length are big according to column diameter
Small determination.
Attachment device 7 reserves 30~80mm punchings through bolt 6 by two band steels around wooden frame 2 at both ends on the beam
It connects and composes.
The band steel thickness is 3~8mm, 20~80mm of width, 6 10~20mm of diameter of bolt, length according to the big of beam
Small determination.
The rod iron 4 and casing 5 is arranged in along 45° angle in 4 quadrants of beam column respectively.
The rod iron 4 is connected by screw thread with casing 5,4 both ends of rod iron setting bolt hole, 4 5~15mm of diameter of rod iron,
Casing 5 5~15mm of internal diameter, 10~20mm of outer diameter, 12~22mm of bolt hole size.
The beneficial effects of the utility model：
The present apparatus reinforces timber structure beam column Tenon node, and askew building can be dodged to non-run-off the straight in natural environment
And under geological process may occur inclination dodge it is askew prevented, and can run-off the straight dodge it is askew after by turn casing 5 carry out
Correction；Reinforcement and rectification can also be carried out by dodging askew wooden frame structure to run-off the straight.Using the device to timber structure beam column tenon
Fourth of the twelve Earthly Branches node is reinforced, and can not only enhance the anti-seismic performance of wooden frame structure, and the inclination occurred after earthquake can be dodged it is askew into
Row correction.This method is easy for construction, and consolidation effect is notable, has good society and economic benefit.
Description of the drawings
Fig. 1 is the utility model front view.
Fig. 2 is the utility model vertical view.
Fig. 3 is the utility model structure diagram.
Fig. 4 is the utility model bracing means exploded view.
Specific implementation mode
The utility model is described in detail with reference to the accompanying drawings.
As shown in Figure 1 and Figure 2：The Tenon node includes the gallows timber that pin 1 is formed by connecting with wooden frame 2 by Tenon node,
Tenon node is by attachment device 7 in attachment device 3 on the column that is fixed on pin 1 and the beam being fixed on wooden frame 2 through bolt 6
Connection rod iron 4 and casing 5 are reinforced, and attachment device 7 is flat with wooden frame 2 and 1 edge of pin respectively on attachment device 3 and beam on column
Together.Attachment device 7 apart from 2 pin of wooden frame, 1 Edge Distance is 250~380mm on attachment device 3 and beam on column.
As shown in Figure 4：Attachment device 7 reserves 30~80mm punchings through spiral shell around pin 1 by two band steels at both ends on beam
Bolt 6 connects and composes, and band steel thickness is 3~8mm, 20~80mm of width, 6 10~20mm of diameter of bolt, length according to column diameter size
It determines；Attachment device 7 reserves 30~80mm punchings at both ends around wooden frame 2 by two band steels and is connected and composed through bolt 6 on beam, flat
Steel thickness is 3~8mm, 20~80mm of width, 6 10~20mm of diameter of bolt, length are determined according to the size of beam.Rod iron 4 passes through
Screw thread is connected with casing 5, the prefabricated bolt hole in 4 both ends of rod iron, and prefabricated orthodontic and back-pressure screw thread, 4 diameter of rod iron are distinguished in 5 both ends of casing
5~15mm, casing 5 5~15mm of internal diameter, 10~20mm of outer diameter, 12~22mm of bolt hole size.
As shown in figure 3, including the gallows timber that pin 1 and the wooden frame 2 being connected with pin 1 are constituted, the pin 1 and wooden frame 2
It is formed by connecting by Tenon node, the reinforcement and rectification device is fixed on beam column by column, beam joint device and 5 rod iron 4 of casing
On Tenon node, the rod iron 4 and casing 5 are arranged in along 45° angle in 4 quadrants of beam column respectively, and rod iron 4 passes through column with casing 5
It is fixed on pin 1 and wooden frame 2 with the attachment device on beam.
4 150~200mm of length of the rod iron, 5 80~120mm of length of casing, 4 5~15mm of diameter of rod iron, 5 diameter of casing
10~20mm.
Attachment device 7 is clamped beam by two pieces of band steels and is constituted on the beam, and both sides are punched respectively to be connected by bolt 6；The column
Attachment device 3 is made of two pieces of arc band steels around column, and both sides are punched respectively to be connected by bolt 6.
The operation principle of the utility model is：
The utility model uses the bracing means with deviation-correcting function to reinforce timber structure Tenon node.Deviation-correcting function
Realization mainly reach two rod irons 4 by turning casing 5 while elongating or shortening.Specific implementation method is as follows：In 5 liang of casing
End is respectively set two rod irons 4 of orthodontic and anti-pitch thread and screw thread corresponding with casing 5 is arranged at one end.Positive pitch thread is up time
Needle is tightened, and is unscrewed counterclockwise；Anti- pitch thread is tightened anti-clockwise, unscrews clockwise, 5 both ends of casing are arranged to positive and negative pitch thread
It can realize afterwards and turn the function that casing reaches rod iron 4 while elongating or shortening.
Claims (8)
1. a kind of timber structure traditional residence beam column Tenon joint reinforcing deviation correcting device, which is characterized in that including pin (1) and wooden frame
(2) it is respectively arranged with to connect on column on the gallows timber being formed by connecting by Tenon node, the pin (1) and wooden frame (2) and fill
Set attachment device (7) on (3) and beam, attachment device (7) passes through bolt (6) and connects rod iron on attachment device (3) and beam on column
(4), the casing (5) reinforced is provided on the rod iron (4)；
The rod iron (4) and casing (5) is arranged in along 45° angle in 4 quadrants of beam column respectively.
2. a kind of timber structure traditional residence beam column Tenon joint reinforcing deviation correcting device according to claim 1, feature exist
In attachment device (7) is concordant with wooden frame (2) and pin (1) edge respectively on attachment device (3) and beam on the column.
3. a kind of timber structure traditional residence beam column Tenon joint reinforcing deviation correcting device according to claim 1, feature exist
In, on the column on attachment device (3) and beam attachment device (7) apart from wooden frame (2) pin (1) Edge Distance be 250~
380mm。
4. a kind of timber structure traditional residence beam column Tenon joint reinforcing deviation correcting device according to claim 1, feature exist
In attachment device (3) includes that two band steels surround pin, and reserve 30~80mm at both ends and punch on the column, between hole
It is connected by bolt (6).
5. a kind of timber structure traditional residence beam column Tenon joint reinforcing deviation correcting device according to claim 4, feature exist
In, the band steel thickness be 3~8mm, 20~80mm of width, bolt (6) 10~20mm of diameter, length it is true according to column diameter size
It is fixed.
6. a kind of timber structure traditional residence beam column Tenon joint reinforcing deviation correcting device according to claim 1, feature exist
In attachment device (7) reserves 30~80mm punchings through bolt (6) by two band steels around wooden frame (2) at both ends on the beam
It connects and composes.
7. a kind of timber structure traditional residence beam column Tenon joint reinforcing deviation correcting device according to claim 6, feature exist
In, the band steel thickness be 3~8mm, 20~80mm of width, bolt (6) 10~20mm of diameter, length it is true according to the size of beam
It is fixed.
8. a kind of timber structure traditional residence beam column Tenon joint reinforcing deviation correcting device according to claim 1, feature exist
In, the rod iron (4) is connected by screw thread with casing (5), rod iron (4) both ends setting bolt hole, and rod iron (4) diameter 5~
15mm, casing (5) 5~15mm of internal diameter, 10~20mm of outer diameter, 12~22mm of bolt hole size.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721652748.5U CN207813077U (en) | 2017-12-01 | 2017-12-01 | A kind of timber structure traditional residence beam column Tenon joint reinforcing deviation correcting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721652748.5U CN207813077U (en) | 2017-12-01 | 2017-12-01 | A kind of timber structure traditional residence beam column Tenon joint reinforcing deviation correcting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207813077U true CN207813077U (en) | 2018-09-04 |
Family
ID=63334899
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721652748.5U Expired - Fee Related CN207813077U (en) | 2017-12-01 | 2017-12-01 | A kind of timber structure traditional residence beam column Tenon joint reinforcing deviation correcting device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207813077U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110318553A (en) * | 2019-07-15 | 2019-10-11 | 东北农业大学 | A kind of garden architecture timber structure Tenon joint reinforcing device |
| CN111188509A (en) * | 2020-02-27 | 2020-05-22 | 陕西工业职业技术学院 | Wood structure beam column node mortise-tenon joint reinforcing apparatus |
| CN112681794A (en) * | 2020-12-23 | 2021-04-20 | 曹雪贞 | A reinforced structure for purlin tenon |
| CN114718248A (en) * | 2022-05-12 | 2022-07-08 | 常州工学院 | Wood structure column base reinforced structure for house |
-
2017
- 2017-12-01 CN CN201721652748.5U patent/CN207813077U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110318553A (en) * | 2019-07-15 | 2019-10-11 | 东北农业大学 | A kind of garden architecture timber structure Tenon joint reinforcing device |
| CN110318553B (en) * | 2019-07-15 | 2020-03-20 | 东北农业大学 | Gardens building timber structure tenon fourth of twelve earthly branches node reinforcing apparatus |
| CN111188509A (en) * | 2020-02-27 | 2020-05-22 | 陕西工业职业技术学院 | Wood structure beam column node mortise-tenon joint reinforcing apparatus |
| CN111188509B (en) * | 2020-02-27 | 2021-07-20 | 陕西工业职业技术学院 | Wood structure beam column node mortise-tenon joint reinforcing apparatus |
| CN112681794A (en) * | 2020-12-23 | 2021-04-20 | 曹雪贞 | A reinforced structure for purlin tenon |
| CN114718248A (en) * | 2022-05-12 | 2022-07-08 | 常州工学院 | Wood structure column base reinforced structure for house |
| CN114718248B (en) * | 2022-05-12 | 2024-01-12 | 常州工学院 | Wood structure column foot reinforced structure for house |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207813077U (en) | A kind of timber structure traditional residence beam column Tenon joint reinforcing deviation correcting device | |
| CN207813078U (en) | A kind of novel reinforced device of timber structure local-style dwelling houses beam column interior joint mortise-tenon joint | |
| CN107514057A (en) | A kind of angle steel channel-section steel connects energy-dissipation beam column node | |
| CN101144288A (en) | Steel ring plate node for round carbon fibre reinforced plastic steel pipe concrete post and steel frame beam | |
| CN108240132A (en) | A kind of reinforced concrete pole flange component | |
| CN207538460U (en) | A kind of post template bracing means | |
| CN206722449U (en) | A kind of building iron support frame | |
| CN203475422U (en) | Concrete tubular pile extension device | |
| CN202990420U (en) | Adjustable circular arc reinforcing screw | |
| CN107905531A (en) | A kind of template external corner is to drawing reinforcement means and device | |
| CN104234190B (en) | A kind of design method of the reinforced landing chord member of tube truss structure | |
| CN205077861U (en) | Fixture are consolidated to beam side board | |
| CN111851985A (en) | Scaffold wall connecting piece | |
| CN205226007U (en) | Double -end spiro union formula connection structure | |
| CN201605725U (en) | Connecting structure of concrete steel bar and steel rib | |
| CN113127997B (en) | Method for calculating acting force of five-ring plate node ring plate for power transmission steel pipe tower | |
| CN205917988U (en) | Anchor bar bundle structure | |
| CN208502311U (en) | A kind of strap bracing means of beam, rod structure | |
| CN217652154U (en) | Connecting structure of crossed longitudinal bars | |
| CN206917261U (en) | A kind of shaped steel tie | |
| CN202655401U (en) | Steel tube straightener | |
| CN206753100U (en) | A kind of structure of energy-dissipating and shock-absorbing wood bracing reinforcement historical timber frame | |
| CN205637160U (en) | Semi -rigid node of combination steel sheet connection type | |
| CN206616851U (en) | A kind of wall attaching parts of steel pipe scaffold | |
| CN206139676U (en) | Split bolt correcting unit |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180904 Termination date: 20211201 |