CN207160625U - The timber structure Tenon node of device shape-memory alloy wire - Google Patents
The timber structure Tenon node of device shape-memory alloy wire Download PDFInfo
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- CN207160625U CN207160625U CN201720872681.XU CN201720872681U CN207160625U CN 207160625 U CN207160625 U CN 207160625U CN 201720872681 U CN201720872681 U CN 201720872681U CN 207160625 U CN207160625 U CN 207160625U
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- memory alloy
- alloy wire
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- pin
- tenon node
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Abstract
The utility model discloses a kind of timber structure Tenon node of device shape-memory alloy wire, including pin, the wooden frame of pin is connected with by Tenon node, a number of identical, diameter identical shape-memory alloy wire is connected between pin and wooden frame at Tenon node up and down, some shape-memory alloy wire one end are separately fixed at wooden frame upper and lower end face by horizontal steel plate connector, and the other end is separately fixed above and below pin on the inside of cylinder by pin clamp connection part；Shape-memory alloy wire is symmetrical above and below along wooden frame axle center, when Tenon node occurs to rotate repeatedly, occurs to stretch and reset repeatedly by shape-memory alloy wire, bears the internal force of pin and wooden frame.Shear resistant capacity, the bending bearing capacity that the utility model reinforces timber structure Tenon node significantly improve, and energy dissipation capacity also significantly improves, and can recover after shake, no residual deformation；With good durability, corrosion resistance and anti-fatigue performance.
Description
Technical field
The ancient building and modern wood structure Tenon node of a kind of device shape-memory alloy wire are the utility model is related to, is belonged to
Historic building structure and modern wood structure reinforcement protection, quake evaluation field.It is adapted to traditional timber structure and modern wood structure antidetonation
Mitigation demand.
Background technology
Wooden Structure of Chinese Ancient Architecture is with a long history, nationwide, and the tradition for containing preciousness builds skill and building
Culture.Existing ancient building has Beijing's Imperial Palace, Shanxi Wooden Pagoda at Yingxian County, Chengde Mountain Resort, Ji County Monastety of Solitary Happiness etc..Ancient building wood knot
Structure beam-to-column joint mode is mainly mortise-tenon joint, i.e., beam-ends makes tenon form, and styletable makes fourth of the twelve Earthly Branches degree of lip-rounding formula.Mortise-tenon joint has
The effect coupled hardness with softness, it is typical varied rigid link.Under such as earthquake, wind action, Tenon node occurs extruding and become
Shape, tenon, which loosens, even to be extracted, its by it is curved, cut, the basic bearing capacity decrease such as turn round.Modern wood structure connected mode uses mostly
Steel fastener is connected or part is connected using Tenon node, but connection is weaker, and its bending rigidity is smaller, belongs to varied rigid link.
The joint structure mode of above-mentioned timber structure causes gallows timber entirety anti-side rigidity deficiency, makees in dynamic loads such as earthquake, beam wind
Under, overall structure easily produces stronger dynamic response and larger storey sidesway, so as to cause structure subject to severe risks of damage
Even collapse.Therefore, it is wood Tenon node to be reinforced to reduce the integer dynamical response of gallows timber and limitation storey sidesway
The emphasis of structure strengthening by reparative method.
Existing common timber structure Tenon joint reinforcing material has a lot, for example, the traditional material such as steel plate, angle steel, dog and
The new materials such as mild steel, carbon fiber.On the one hand, although the traditional material such as steel plate, angle steel, dog reinforcing timber structure Tenon node can
To improve the bearing capacity of node and energy-dissipating property, but the bending rigidity of Tenon node can be significantly increased so that total
Rigidity increase, its seismic response increase considerably, and are unfavorable for antidetonation；On the other hand, the traditional material such as steel plate, angle steel, dog is grown
Phase exposure such as is easier to get rusty in atmosphere, corrode the endurance issues, and potential safety hazard of hiding and influenceing is built attractive in appearance；Furthermore
Because the materials such as steel plate, angle steel, dog, mild steel belong to elastic-plastic material, structure is after big geological process is undergone, these materials
Itself larger residual deformation can be produced, original state can not be returned to, it is necessary to change reinforcement material, secondary add is carried out to structure
Gu.Carbon cloth is a kind of unidirectional carbon reinforcing product, has stronger tensile bearing capacity, but because material can only be held in itself
By pulling force, the shear-carrying capacity in its vertical fibers direction is almost nil, therefore, using carbon cloth reinforced Tenon node, is only capable of
The anti-bending bearing capacity and bending rigidity of Tenon node are improved, its shear-carrying capacity can not be improved；In addition, carbon cloth fragility is strong,
Ductility is poor, and the purpose for improving node energy dissipation capacity is not reached with its reinforcing Tenon node；In addition, carbon cloth and its Binder Course category
In inflammable thing, its fire resistance extreme difference, burning or gross distortion easily occur under naked light either high-temperature condition, it is impossible to continue to make
With.
Therefore, it is necessary to historic building structure and modern wood structure Tenon node are carried out using a kind of novel intelligent material
Consolidation process, marmem are a kind of new function materials with a variety of special mechanical properties, have significant shape
Memory effect, phase transformation super-elasticity and high damping characteristic.To be compared compared with other materials, the anti-fatigue performance of marmem is fine,
It is very big (6%~8%) to deform recoverable strain.Therefore, reinforced using marmem, compared with the reinforcing side of other materials
Method is compared, and has the characteristics of deformation can automatically reply, has higher damping energy dissipation ability again, is to mitigate building structure in earthquake
Damaged under effect, repair structure in itself after reducing earthquake or repair, the effective scheme of replacing reinforcement material expense.
Utility model content
To solve defect or deficiency present in background above technology, the purpose of this utility model is to propose a kind of device
The ancient building and modern wood structure Tenon node of shape-memory alloy wire, are solved present in existing Tenon joint reinforcing mode
" super firm ", poor durability, the problems such as residual deformation is big, fire resistance is poor.The Tenon node uses austenite shape memory alloy silk
Reinforced, in the case where being not apparent from improving Tenon node bending rigidity, the energy dissipation capacity, durable of node is greatly improved
Performance and fire resistance, and can realize deformation after it is integrally-built automatically reset, and then improve Tenon node automatic recovery ability it is poor
Birth defect.So as to solve the building inclination caused by dynamic response caused by earthquake, wind shake or mechanical oscillation, fall
The problems such as collapsing, and avoid the secondary correcting and then reinforcing after building shake.
The utility model is realized by following technical proposals.
A kind of timber structure Tenon node of device shape-memory alloy wire, including pin, wood is connected with by Tenon node
The wooden frame of post, a number of identical, diameter identical is connected to up and down between the pin and wooden frame at the Tenon node
Shape-memory alloy wire, some shape-memory alloy wire one end are separately fixed at wooden frame upper and lower side by horizontal steel plate connector
Face, the other end are separately fixed above and below pin on the inside of cylinder by pin clamp connection part；Shape-memory alloy wire edge wood
Beam axle center is symmetrical above and below, when Tenon node occurs to rotate repeatedly, occurs to stretch and reset repeatedly by shape-memory alloy wire,
Bear the internal force of pin and wooden frame.
Preferably, the horizontal steel plate connector includes the horizontal steel plate being respectively distributed on wooden frame, and connection level
The vertical screw rod of steel plate, it is respectively equipped with the horizontal steel plate and is connected by the rotation circular shaft of bearing spider support with by vertical steel plate
Several adjustable prestrain devices.
Further, the adjustable prestrain device include it is some through the screw rod of vertical steel plate, the nut of standing screw and
Connect the regulating bolt of the screw rod, the regulating bolt is along screw rod vertical distribution.
Further, the slewing circle axis connection is provided with same with shape-memory alloy wire on bearing spider on rotation circular shaft
Etc. the groove of quantity, groove can be with the displacement of limit shape memory alloy wire.
Further, the vertical screw rod is applied in the elliptical aperture of horizontal steel plate, and elliptical aperture is distributed in the axle of horizontal steel plate
Hold bearing and vertical steel plate both sides.
Preferably, the pin clamp connection part includes a pair of curved plates being connected on pin, and connection arc
The bolt of steel plate, the curved plate on the inside of the pin are provided with the horizontal screw bolt supported by square plate.
Further, the flange nut pair with shape-memory alloy wire equivalent amount, each pair are evenly equipped with the horizontal screw bolt
Flange nut is used for solid shape memory alloy wire.
Further, some shape-memory alloy wire one end pass through and are connected to adjustable pre- along the groove rotated below circular shaft
On strain device, specific connected mode is that shape-memory alloy wire one end is fixed in regulating bolt through standing screw, another
The horizontal screw bolt flange nut being fixed on pin is held to upper；Some shape-memory alloy wires adjust stress by regulating bolt
It is impartial.
Effect and advantage of the present utility model：The utility model using marmem Self-resetting, deformation after without residual
The features such as remaining, the timber structure Tenon node after reinforcing, its shear resistant capacity, bending bearing capacity significantly improve, energy dissipation capacity
Also significantly improve, can recover after shake, no residual deformation.Anti-seismic performance after joint reinforcing improves so that total shock resistance
It can be optimized.
The utility model has good durability, corrosion resistance and anti-fatigue performance.
Shape-memory alloy wire is connected with timber structure using clip, without using wooden peg or wood screw, to original structure not
Any damage is produced, has reached the strengthening by reparative method principle of restoring the old as the old and holding structure original state.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the structural representation of horizontal steel plate and its auxiliary equipment；
Fig. 3 (a), Fig. 3 (b) are respectively horizontal steel plate front view and Fig. 3 (a) A-A sectional views；
Fig. 4 (a), Fig. 4 (b) are respectively bearing spider front view and Fig. 4 (a) A-A sectional views；
Fig. 5 (a), Fig. 5 (b) and Fig. 5 (c) are respectively the front view, left view and top view of vertical steel plate；
Fig. 6 is the structural representation of pin clip；
Fig. 7 (a), Fig. 7 (b) and Fig. 7 (c) are respectively the front view, left view and top view of curved plate；
Fig. 8 (a), Fig. 8 (b) and Fig. 8 (c) are respectively the front view, left view and top view of square plate.
In figure：1st, pin；2nd, wooden frame；3rd, horizontal steel plate；4th, vertical screw rod；5th, curved plate；6th, horizontal screw bolt；7th, it is square
Steel plate；8th, flange nut；9th, shape-memory alloy wire；10th, circular shaft is rotated；11st, bearing spider；12nd, vertical steel plate；13rd, it is adjustable
Prestrain device.13-1, screw rod；13-2, nut；Regulating bolt 13-3.
Embodiment
The utility model is described in further detail with reference to the accompanying drawings and examples, but is not intended as to this practicality
The new foundation for doing any restrictions.
As shown in figure 1, the timber structure Tenon node of device shape-memory alloy wire of the present utility model, including pin 1, and
The wooden frame 2 of pin 1 is connected, upper-lower position is respectively connected with the shape-memory alloy wire of identical quantity, same diameter at Tenon node
9, the link position of shape-memory alloy wire 9, connected mode are symmetrical above and below along the axle center of wooden frame 2, and this, which is sentenced, describes on antimeric
Exemplified by half part, the lower end of shape-memory alloy wire 9 is fixed on the top of wooden frame 2, marmem by horizontal steel plate connector
9 upper ends of silk are fixed on the inner side of pin 1 by pin clip 5, when timber structure Tenon node occurs to rotate repeatedly so that shape memory
B alloy wire 9 occurs to stretch and reset repeatedly, bears the internal force of pin 1 and wooden frame 2.
As shown in Fig. 2, Fig. 3 (a), Fig. 3 (b), horizontal steel plate connector includes being respectively distributed to level of the wooden frame about 2
Steel plate 3, horizontal steel plate 3 are provided with four ellipse holes and are fixed on the top surface of wooden frame 2 using vertical screw rod 4, divide on horizontal steel plate 3
The rotation circular shaft 10 that She You do not supported by bearing spider 11 and several the adjustable prestrain devices connected by vertical steel plate 12
13.Adjustable prestrain device 13 include it is some through the screw rod 13-1 of vertical steel plate 12, standing screw 13-1 nut 13-2 and
Connecting screw 13-1 regulating bolt 13-3, regulating bolt 13-3 are along screw rod 13-1 vertical distributions.
As shown in Fig. 4 (a), Fig. 4 (b), bearing spider 11 is made up of the bearing of centre with the bearing for being wrapped in bearing periphery,
Rotate circular shaft 10 to be fixed on horizontal steel plate 3 by the bearing spider 11 of left and right two, rotate and be provided with and shape memory on circular shaft 10
The groove of the equivalent amount of B alloy wire 9.
As shown in Fig. 5 (a), Fig. 5 (b) and Fig. 5 (c), vertical steel plate 12 is by two pieces of right angle trigonometries of a block length steel plate and left and right
Shape steel plate forms, and is welded on jointly on the horizontal steel plate 3 of the top surface of wooden frame 2, long steel plate is provided with and 9 identical number of shape-memory alloy wire
The circular hole of amount, circular hole equidistantly distribute along its length.
As shown in fig. 6, pin clip is fixed on the perisporium of pin 1, by two curved plates 5 and curved plate 5 is connected
Bolt forms.
Such as Fig. 1, Fig. 7 (a), Fig. 7 (b) and Fig. 7 (c), Fig. 8 (a), Fig. 8 (b) and Fig. 8 (c) are shown, the inner side of pin clip 5
Two square plates 7 of front and rear welding, square plate 7 are provided with circular hole, and circular hole horizontal screw bolt 6 connects.Horizontal screw bolt is uniformly and shape
The flange nut pair of shape memory alloys silk equivalent amount, each pair flange nut 8 are used for solid shape memory alloy wire 9.Some
The one end of shape-memory alloy wire 9 passes through along the groove for rotating the lower section of circular shaft 10 and is connected to adjustable prestrain device 13, specifically connects
Connect mode to be fixed on regulating bolt 13-3 through standing screw 13-1 for the one end of shape-memory alloy wire 9, the other end passes through method
Blue nut 8 is to being fixed on the horizontal screw bolt 6 on the perisporium of pin 1；Some shape-memory alloy wires 9 pass through regulating bolt 13-
3 regulation stress are impartial.
Respectively under small shake and big shake effect, project analysis is carried out to timber structure Tenon node, according to the property to be reached
The size and parameter of determination bracing means can be required.
Timber structure Tenon node is reinforced using the utility model, during small shake, joint rotation very little, the connection stiffness after reinforcing
Increase, internal force is directly born by shape-memory alloy wire；During big shake, larger rotation occurs for node, so as to drive shape memory to close
Golden hair life is stretched and resetted repeatedly, and dissipate a large amount of seismic energies, and bracing means starts to play power consumption effect.
The utility model is not limited to above-described embodiment, on the basis of technical scheme disclosed in the utility model, this
The technical staff in field is according to disclosed technology contents, it is not necessary to which performing creative labour can is special to some of which technology
Sign makes some and replaces and deform, and these are replaced and deformed in the scope of protection of the utility model.
Claims (8)
1. the timber structure Tenon node of device shape-memory alloy wire, including pin (1), pin is connected with by Tenon node
(1) wooden frame (2), it is characterised in that：Pin (1) and wooden frame (2) at the Tenon node if between be connected to up and down
Dry quantity is identical, diameter identical shape-memory alloy wire (9), and some shape-memory alloy wire (9) one end pass through horizontal steel plate
Connector is separately fixed at wooden frame (2) upper and lower end face, and the other end is separately fixed at pin (1) up and down by pin clamp connection part
On the inside of cylinder；The shape-memory alloy wire (9) is symmetrical above and below along wooden frame (2) axle center, when Tenon node occurs to rotate repeatedly,
Occur to stretch and reset repeatedly by shape-memory alloy wire, bear the internal force of pin and wooden frame.
2. the timber structure Tenon node of device shape-memory alloy wire according to claim 1, it is characterised in that：The water
Plain plate connector includes being respectively distributed to the horizontal steel plate (3) of wooden frame (2) up and down, and connects the perpendicular of upper and lower horizontal steel plate (3)
To screw rod (4), it is respectively equipped with the horizontal steel plate (3) by the rotation circular shaft (10) of bearing spider (11) support and by vertical steel
Several adjustable prestrain devices (13) of plate (12) connection.
3. the timber structure Tenon node of device shape-memory alloy wire according to claim 2, it is characterised in that：It is described can
Prestrain device (13) is adjusted to include some screw rod (13-1), nut (13- of standing screw (13-1) through vertical steel plate (12)
2) vertically divide along screw rod (13-1) with the regulating bolt (13-3) of the connection screw rod (13-1), the regulating bolt (13-3)
Cloth.
4. the timber structure Tenon node of device shape-memory alloy wire according to claim 2, it is characterised in that：Described turn
Dynamic circular shaft (10) is connected on bearing spider (11), is rotated and is provided with circular shaft (10) and shape-memory alloy wire (9) equivalent amount
Groove.
5. the timber structure Tenon node of device shape-memory alloy wire according to claim 2, it is characterised in that：It is described perpendicular
Be applied in screw rod (4) in the elliptical aperture of horizontal steel plate (3), elliptical aperture be distributed in horizontal steel plate (3) bearing spider (11) and
Vertical steel plate (12) both sides.
6. the timber structure Tenon node of device shape-memory alloy wire according to claim 1, it is characterised in that：The wood
Post clamp connection part includes a pair of the curved plates (5) being connected on pin (1), and the bolt of connection curved plate (5), described
Curved plate (5) on the inside of pin (1) is provided with the horizontal screw bolt (6) supported by square plate (7).
7. the timber structure Tenon node of device shape-memory alloy wire according to claim 6, it is characterised in that：The water
It is evenly equipped with flat screw rod (6) and is used for the flange nut pair of shape-memory alloy wire (9) equivalent amount, each pair flange nut (8)
Solid shape memory alloy wire (9).
8. the timber structure Tenon node of the device shape-memory alloy wire according to claim any one of 1-7, its feature exist
In：Some shape-memory alloy wire (9) one end pass through along the groove rotated below circular shaft (10) and are connected to adjustable prestrain
On device (13), specific connected mode is that shape-memory alloy wire (9) one end is fixed on regulation spiral shell through standing screw (13-1)
On bolt (13-3), the other end is fixed on horizontal screw bolt (6) flange nut on pin (1) to upper；Some marmems
Silk (9) adjusts stress equalization by regulating bolt (13-3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720872681.XU CN207160625U (en) | 2017-07-18 | 2017-07-18 | The timber structure Tenon node of device shape-memory alloy wire |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720872681.XU CN207160625U (en) | 2017-07-18 | 2017-07-18 | The timber structure Tenon node of device shape-memory alloy wire |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207160625U true CN207160625U (en) | 2018-03-30 |
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ID=61713444
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720872681.XU Expired - Fee Related CN207160625U (en) | 2017-07-18 | 2017-07-18 | The timber structure Tenon node of device shape-memory alloy wire |
Country Status (1)
| Country | Link |
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| CN (1) | CN207160625U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107217866A (en) * | 2017-07-18 | 2017-09-29 | 西安建筑科技大学 | A kind of timber structure Tenon node of device shape-memory alloy wire |
| 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 |
| CN111197413A (en) * | 2020-01-08 | 2020-05-26 | 青海民族大学 | Reinforcing apparatus of ancient building |
| CN111305589A (en) * | 2020-03-01 | 2020-06-19 | 崔卷厂 | Reinforcing mechanism convenient to install for steel structure connecting piece |
| CN112482822A (en) * | 2020-11-13 | 2021-03-12 | 广州市园林建筑工程公司 | In-situ repairing construction method for ancient building beam frame |
| CN112832578A (en) * | 2021-01-08 | 2021-05-25 | 北京工业大学 | Device for improving energy dissipation and self-resetting capability of beam-column joint |
-
2017
- 2017-07-18 CN CN201720872681.XU patent/CN207160625U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107217866A (en) * | 2017-07-18 | 2017-09-29 | 西安建筑科技大学 | A kind of timber structure Tenon node of device shape-memory alloy wire |
| CN107217866B (en) * | 2017-07-18 | 2023-08-18 | 西安建筑科技大学 | Wood structure mortise and tenon joint of device shape memory alloy wire |
| 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 |
| CN111197413A (en) * | 2020-01-08 | 2020-05-26 | 青海民族大学 | Reinforcing apparatus of ancient building |
| CN111197413B (en) * | 2020-01-08 | 2021-10-26 | 青海民族大学 | Reinforcing apparatus of ancient building |
| CN111305589A (en) * | 2020-03-01 | 2020-06-19 | 崔卷厂 | Reinforcing mechanism convenient to install for steel structure connecting piece |
| CN112482822A (en) * | 2020-11-13 | 2021-03-12 | 广州市园林建筑工程公司 | In-situ repairing construction method for ancient building beam frame |
| CN112832578A (en) * | 2021-01-08 | 2021-05-25 | 北京工业大学 | Device for improving energy dissipation and self-resetting capability of beam-column joint |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180330 Termination date: 20200718 |
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| CF01 | Termination of patent right due to non-payment of annual fee |