CN214272474U - Multistage self-recovery type energy dissipation support - Google Patents

Multistage self-recovery type energy dissipation support Download PDF

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Publication number
CN214272474U
CN214272474U CN202022719613.4U CN202022719613U CN214272474U CN 214272474 U CN214272474 U CN 214272474U CN 202022719613 U CN202022719613 U CN 202022719613U CN 214272474 U CN214272474 U CN 214272474U
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China
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bearing plate
shape memory
memory alloy
energy
outer sleeve
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CN202022719613.4U
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谭平
赵啸峰
米鹏
陈林
龙耀球
周福霖
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Guangzhou University
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Guangzhou University
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Abstract

The utility model relates to a multi-stage self-recovery energy dissipation support, which comprises a middle positioning plate and two second-stage buckling prevention units with different bearing capacities positioned at two sides; the secondary buckling-restrained unit comprises a connecting node, a support core component, an outer sleeve steel pipe, a sliding bearing plate, an energy-consuming steel bar, a fixed bearing plate, a steel frame support, a shape memory alloy bar and a limiting block; the inner end of the outer sleeve steel pipe is fixed with the middle positioning plate; the connecting node, the support core component, the sliding bearing plate, the energy-consuming steel bar, the fixed bearing plate, the steel frame support and the middle positioning plate are sequentially connected from outside to inside; the inner wall of the outer sleeve steel pipe is provided with a limiting block for preventing the sliding bearing plate from sliding outwards; a shape memory alloy bar is arranged between the outer end of the outer sleeve steel pipe and the sliding bearing plate. The utility model discloses simple structure, construction convenience has very high practical value, belongs to engineering energy dissipation shock-absorbing structure technical field.

Description

Multistage self-recovery type energy dissipation support
Technical Field
The utility model relates to an engineering energy dissipation shock-absorbing structure, concretely relates to multistage self recovery type energy dissipation is supported.
Background
With the development of industrialization and urbanization in China, how to reduce damage and destruction of buildings under natural disasters becomes a problem which most engineers need to pay attention to and a key task in the engineering design process.
At present, the damage of an earthquake to the whole structure is generally reduced by increasing the damping of the structure and arranging an isolation layer, and the traditional buckling restrained brace component mainly comprises an inner core material, an outer constraint component, an unbonded expandable material and an unbonded sliding interface and has the functions of a common steel brace and a metal energy consumption damper. The buckling-restrained brace buckles when a strong earthquake happens, has excellent energy consumption capability and ductility, and obviously reduces the earthquake damage of the main body structure. The inner core of the traditional buckling restrained brace has obvious yield deformation, and the buckling restrained brace component can also provide good lateral resistance for the structure.
In fact, because the yield bearing capacity of the traditional buckling restrained brace is large, when the earthquake force is small, the brace component cannot enter a buckling state in time, and the energy consumption capacity of the component cannot be exerted. When the earthquake force is large, the supporting member enters a buckling state, the residual deformation is large, peripheral nodes connected with the member are also seriously damaged, the difficulty of repairing the main body structure after disaster is large, the cost is high, and the restoration of the reconstruction work and the production order after the disaster is not facilitated.
Therefore, the multistage self-recovery energy dissipation support device which can consume earthquake input energy suffered by a building under the action of small earthquake and large earthquake and can provide corresponding self-recovery force by self is developed, the residual deformation of a main body structure caused by the damage of a support member can be reduced, the time and the cost of post-disaster repair are reduced, the rapid reconstruction and the recovery of the life order of people after disasters are facilitated, and the guarantee is provided for the life and property safety of people.
SUMMERY OF THE UTILITY MODEL
To the technical problem who exists among the prior art, the utility model aims at: the multistage self-recovery energy dissipation support can effectively dissipate seismic energy, has self-recovery force and has a two-stage energy dissipation function.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
a multi-stage self-recovery energy dissipation support comprises a middle positioning plate and two secondary buckling prevention units with different bearing capacities, wherein the two secondary buckling prevention units are positioned on the left side and the right side of the middle positioning plate; the secondary buckling-restrained unit comprises a connecting node, a support core component, an outer sleeve steel pipe, a sliding bearing plate, an energy-consuming steel bar, a fixed bearing plate, a steel frame support, a shape memory alloy bar and a limiting block; the inner end of the outer sleeve steel pipe is fixed with the middle positioning plate; the connecting node, the support core component, the sliding bearing plate, the energy-consuming steel bar, the fixed bearing plate, the steel frame support and the middle positioning plate are sequentially connected from outside to inside, the section of the support core component close to the inside, the sliding bearing plate, the energy-consuming steel bar, the fixed bearing plate and the steel frame support are all positioned in the outer sleeve steel pipe, and the middle of the support core component penetrates through the outer end of the outer sleeve steel pipe; the inner wall of the outer sleeve steel pipe is provided with a limiting block for preventing the sliding bearing plate from sliding outwards; a shape memory alloy bar is arranged between the outer end of the outer sleeve steel pipe and the sliding bearing plate; the two secondary buckling-restrained units are arranged in a straight line.
Preferably, the outer end of the shape memory alloy rod penetrates through the outer end of the outer sleeve steel pipe, and the outer end of the shape memory alloy rod is connected with a fixing bolt, so that the outer end of the shape memory alloy rod is arranged at the outer end of the outer sleeve steel pipe; the inner end of the shape memory alloy rod penetrates through the sliding bearing plate, and the inner end of the shape memory alloy rod is connected with the fixing bolt, so that the inner end of the shape memory alloy rod is installed on the sliding bearing plate.
Preferably, each secondary buckling restrained element comprises a plurality of shape memory alloy rods circumferentially and uniformly distributed around the support core member.
Preferably, the support core member is a rod-shaped structure with a square cross section; the outer sleeve steel pipe is a square pipe, the inner end of the outer sleeve steel pipe penetrates through the outer sleeve steel pipe, and the outer end face of the outer sleeve steel pipe is provided with a hole for the support core component to penetrate through and a hole for the shape memory alloy rod to penetrate through; the cross sections of the fixed bearing plate, the sliding bearing plate and the middle positioning plate are square; the cross section of the energy-consuming steel bar is square; the number of the steel frame supports is four, and the steel frame supports are arranged around the energy-consuming steel bars in the up-down direction, the front direction and the rear direction.
Preferably, the secondary buckling-restrained unit further comprises two groups of limiting plates, one group of limiting plates is fixed on the inner side of the sliding bearing plate, and the other group of limiting plates is fixed on the outer side of the fixed bearing plate; each group of limiting plates comprises four limiting plates which are arranged in a cross shape, and a space for clamping the energy consumption steel bar is reserved in the middle.
Preferably, rigid connection is adopted between the support core component and the sliding bearing plate, between the fixed bearing plate and the steel frame support, and between the steel frame support and the middle positioning plate.
Preferably, the main body structure is provided with a gusset plate, and the connecting node is connected with the gusset plate through a high-strength bolt.
An energy dissipation method of a multi-stage self-recovery type energy dissipation support adopts the multi-stage self-recovery type energy dissipation support, and dissipates energy through the telescopic deformation of a shape memory alloy rod and an energy dissipation steel rod so as to improve the bearing capacity of a component; providing self-healing capability through the shape memory alloy rod; in the initial state, the shape memory alloy rod is in an unstressed state; when an earthquake occurs, the two secondary buckling-restrained units on the two sides have different bearing capacities, the secondary buckling-restrained unit with small bearing capacity is used as an energy consumption component in the first stage, and the secondary buckling-restrained unit with large bearing capacity is used as an energy consumption component in the second stage; in case of small earthquake, the secondary buckling-restrained units with small bearing capacity only play a role; and in case of heavy earthquake, the two secondary buckling-restrained units on the two sides play roles.
Preferably, the corresponding bearing force and self-restoring force are provided by designing the number, positions, lengths and cross-sectional areas of the shape memory alloy rods; the two secondary buckling-restrained units have different bearing capacities, and the shape memory alloy rods of the two secondary buckling-restrained units have different self-restoring forces.
Preferably, the corresponding bearing capacity is provided by designing the size, the length and the cross section area of the energy consumption steel bar; corresponding bearing capacity is provided by designing the length, the cross-sectional area and the shape of the support core member; the two secondary buckling-restrained units have different bearing forces.
The principle of the utility model is that: under the design of guaranteeing original major structure as far as possible, multistage self-resuming type energy dissipation is supported and can be increased the bearing capacity of major structure, through the mode that the bearing capacity that adopts one side second grade buckling restrained element is greater than the opposite side, and during the light earthquake, the second grade buckling restrained element that the bearing capacity is little is as the power consumption component of first stage, and during the heavy earthquake, the second grade buckling restrained element that the bearing capacity is big is as the power consumption component of second stage, corresponds the different bearing capacity in both sides, and the shape memory alloy stick in both sides provides different self-restoring forces. Corresponding bearing capacity is provided by designing the size, the length and the cross sectional area of the energy consumption steel bar; corresponding bearing capacity is provided by designing the length, cross-sectional area and shape of the support core member. The corresponding bearing capacity and self-restoring force are provided by designing the number, the positions, the lengths and the cross-sectional areas of the shape memory alloy rods;
in general, the utility model has the advantages as follows:
1. when the earthquake happens, the shape memory alloy rod in the component is in a stretching or compressing state, so that the energy input by the earthquake is dissipated, the supporting effect is exerted, the damage to the whole structure is protected to be small, the residual deformation of the structure is reduced, the repairing cost of the earthquake-caused building is reduced, the manpower, material resources and financial resources of the country are saved, and meanwhile, the life of people is recovered in a short time.
2. The multistage self-recovery energy dissipation support has the advantages of simple structure, convenience in construction and high practical value.
3. The secondary buckling-restrained units can improve the bearing capacity of the integral component, and can carry out corresponding design on the size of the internal components according to the required bearing capacity and self-restoring force, so that the secondary buckling-restrained units are convenient to apply to actual engineering.
4. The gap between the outer jacket steel tube and the support core member is not filled with any material. When the shape memory alloy rod deforms, the energy consumption steel rod and the shape memory alloy rod deform, and partial energy borne by the component is dissipated through deformation, so that the bearing capacity of the component is improved. The energy-consuming steel bar and the shape memory alloy bar are used as main energy-consuming components, and the energy borne by the supporting component is dissipated through the tension-compression deformation of the two components. The shape memory alloy rod provides corresponding self-restoring force for the component, and reduces residual deformation of the component after the component is shocked. The multistage self-recovery energy dissipation support can consume the energy input into a building by an earthquake under the action of a small earthquake and a large earthquake, and simultaneously can provide corresponding self-recovery force through the shape memory alloy rod of the multistage self-recovery energy dissipation support, so that the residual deformation of a main body structure caused by the damage of a support member can be reduced, the cost of post-disaster repair is reduced, and the post-disaster reconstruction and the recovery of life order are accelerated.
5. The rigid connection is adopted, so that the connection part can be ensured to be in a stable state.
6. The building block can be widely applied to multi-layer and high-rise structures and can also be applied to industrialized buildings; the problem of traditional anti-buckling energy dissipation brace residual deformation under the earthquake effect too big is solved.
Drawings
Figure 1 is a schematic structural diagram of a multi-stage self-recovering energy-dissipating support.
Fig. 2 is a cross-sectional view a-a of fig. 1.
Fig. 3 is a cross-sectional view B-B of fig. 1.
Fig. 4 is a cross-sectional view of C-C in fig. 1.
Fig. 5 is a cross-sectional view D-D in fig. 1.
Fig. 6 is a cross-sectional view of E-E in fig. 1.
Fig. 7 is a working state diagram of the multistage self-recovery energy dissipation support under the action of a small earthquake.
Fig. 8 is a working state diagram of the multistage self-recovery energy dissipation support under the action of a large earthquake.
Figure 9 is a working state diagram of the multi-stage self-recovery energy dissipation support which is reset after earthquake.
Wherein, 1 is a shape memory alloy rod, 2 is a sliding bearing plate, 3 is a supporting core component, 4 is a fixing bolt, 5 is a middle positioning plate, 6 is a steel frame support, 7 is a limiting plate, 8 is a limiting block, 9 is a connecting node, 10 is an outer sleeve steel pipe, 11 is a self-recovery device, 12 is an energy-consuming steel rod, and 13 is a fixing bearing plate.
Detailed Description
The present invention will be described in further detail with reference to specific embodiments.
The utility model provides a multistage self recovery type energy dissipation is supported, includes middle part locating plate and is located two second grade buckling restrained units that the bearing capacity is different of the middle part locating plate left and right sides. The earthquake-proof beam column is used for relieving the damage of the beam column connection under the action of an earthquake and relieving the damage and residual deformation of the main body structure. The two secondary buckling restrained units are asymmetric left and right to provide different bearing forces.
The secondary buckling-restrained unit comprises a connecting node, a support core component, an outer sleeve steel pipe, a sliding bearing plate, an energy-consuming steel bar, a fixed bearing plate, a steel frame support, a shape memory alloy bar and a limiting block; the inner end of the outer sleeve steel pipe is fixed with the middle positioning plate; the connecting node, the support core component, the sliding bearing plate, the energy-consuming steel bar, the fixed bearing plate, the steel frame support and the middle positioning plate are sequentially connected from outside to inside, the section of the support core component close to the inside, the sliding bearing plate, the energy-consuming steel bar, the fixed bearing plate and the steel frame support are all positioned in the outer sleeve steel pipe, and the middle of the support core component penetrates through the outer end of the outer sleeve steel pipe; the inner wall of the outer sleeve steel pipe is provided with a limiting block for preventing the sliding bearing plate from sliding outwards; a shape memory alloy bar is arranged between the outer end of the outer sleeve steel pipe and the sliding bearing plate; the two secondary buckling-restrained units are arranged in a straight line.
In order to ensure the energy consumption capability of the component, an energy consumption steel bar is positioned between the fixed bearing plate and the sliding bearing plate; limiting plates are arranged at two ends of the energy-consuming steel bar, so that the energy-consuming steel bar is prevented from sliding laterally, and the energy-consuming capacity of the component can be reduced due to sliding; meanwhile, a corresponding limit block is arranged according to the requirement of the bearing capacity of the component, so that the situation that the restoring force of the shape memory alloy rod is too large and exceeds the original design size is prevented; the middle positioning plate and the outer sleeve steel pipe are connected by welding, so that the connection between the middle positioning plate and the outer sleeve steel pipe is reliable. Meanwhile, the position of the limiting block can be adjusted according to the design requirement.
In the embodiment, the length of the supporting core component on the left side is different from that on the right side, so that the bearing capacity of the secondary buckling-restrained units on the left side is not equal to that on the right side, when the secondary buckling-restrained units on the two sides are subjected to earthquake action, the sequence of the secondary buckling-restrained units on the two sides entering the energy consumption state is different, the secondary buckling-restrained units on the right side enter the buckling energy consumption state firstly, the shape memory alloy rod and the energy consumption steel rod provide corresponding bearing capacity, and the first-stage energy dissipation state is realized; then, with the enhancement of earthquake acting force, the secondary anti-bending unit on the left side enters a buckling energy dissipation state as a second stage energy dissipation state. Under the action of axial load, the energy-consuming steel bar continuously dissipates part of energy through self stretching and compression deformation, and the bearing capacity of the component is improved.
The size of the specification of the shape memory alloy rods on the left side and the right side directly influences the bearing capacity of the secondary buckling-restrained unit, the specifications (section area, quantity, specification, length and installation position) of the shape memory alloy rods on the left side and the right side can be designed according to the actual requirements of projects, the self-restoring force of the left side and the right side can be matched with the supporting core component, elasticity of the left side and the right side can be kept under the action of an earthquake, and the energy is dissipated and does not fail under the action of large earthquake through tensile and compression deformation.
The middle positioning plate is also a key part of stress, the middle positioning plate needs to be reliably connected with the outer sleeve steel pipe when stressed, and the middle positioning plate and the outer sleeve steel pipe are guaranteed not to be broken under the action of a large shock; therefore, in actual use, the performance requirements of the required whole multistage self-recovery energy dissipation support can be determined firstly, and then the size of the middle positioning plate is designed, so that the mechanical properties of the left and right buckling-preventing units and the whole energy dissipation support are ensured.
The outer end of the shape memory alloy rod penetrates through the outer end of the outer sleeve steel pipe, and the outer end of the shape memory alloy rod is connected with a fixing bolt, so that the outer end of the shape memory alloy rod is installed at the outer end of the outer sleeve steel pipe; the inner end of the shape memory alloy rod penetrates through the sliding bearing plate, and the inner end of the shape memory alloy rod is connected with the fixing bolt, so that the inner end of the shape memory alloy rod is installed on the sliding bearing plate.
The shape memory alloy rod is preferably made of Ni-Ti alloy materials; the Ni-Ti series shape memory alloy has good mechanical property, fatigue resistance, wear resistance, corrosion resistance and high shape memory recovery rate, and is widely applied in the engineering field.
Each secondary buckling-restrained unit comprises a plurality of shape memory alloy rods which are uniformly distributed around the support core component in a circumferential manner. In this embodiment, the number of the shape memory alloy rods is two, and the two shape memory alloy rods are disposed above and below the support core member.
The support core component adopts a rod-shaped structure with a square cross section; the outer sleeve steel pipe is a square pipe, the inner end of the outer sleeve steel pipe penetrates through the outer sleeve steel pipe, and the outer end face of the outer sleeve steel pipe is provided with a hole for the support core component to penetrate through and a hole for the shape memory alloy rod to penetrate through; the cross sections of the fixed bearing plate, the sliding bearing plate and the middle positioning plate are square; the cross section of the energy-consuming steel bar is square; the number of the steel frame supports is four, and the steel frame supports are arranged around the energy-consuming steel bars in the up-down direction, the front direction and the rear direction.
The second-stage buckling-restrained unit also comprises two groups of limiting plates, one group of limiting plates is fixed on the inner side of the sliding bearing plate, and the other group of limiting plates is fixed on the outer side of the fixed bearing plate; each group of limiting plates comprises four limiting plates which are arranged in a cross shape, and a space for clamping the energy consumption steel bar is reserved in the middle. And the limiting plate ensures that when the connecting node is subjected to axial load, the load is completely transmitted to the internal self-recovery device through the supporting core member, and the shape memory alloy rod in the self-recovery device consumes seismic energy through continuous compression and stretching, so that the damage and the participation deformation of the main body structure are reduced.
Rigid connection, such as a welding mode, is adopted between the support core component and the sliding bearing plate, between the fixed bearing plate and the steel frame support, and between the steel frame support and the middle positioning plate, so that damage is avoided under the action of axial tension.
The main body structure is provided with a gusset plate, and the connecting node is connected with the gusset plate through a high-strength bolt. The concrete connection mode is as follows: and (3) welding a joint plate at a relevant part (such as a beam column joint), wherein the joint plate is provided with bolt holes corresponding to the connecting joints, and the joint plate and the connecting joints are directly connected by adopting high-strength bolts.
An energy dissipation method of a multi-stage self-recovery type energy dissipation support adopts the multi-stage self-recovery type energy dissipation support, and dissipates energy through the telescopic deformation of a shape memory alloy rod and an energy dissipation steel rod so as to improve the bearing capacity of a component; providing self-healing capability through the shape memory alloy rod; in the initial state, the shape memory alloy rod is in an unstressed state; when an earthquake occurs, the two secondary buckling-restrained units on the two sides have different bearing capacities, the secondary buckling-restrained unit with small bearing capacity is used as an energy consumption component in the first stage, and the secondary buckling-restrained unit with large bearing capacity is used as an energy consumption component in the second stage; in case of small earthquake, the secondary buckling-restrained units with small bearing capacity only play a role; and in case of heavy earthquake, the two secondary buckling-restrained units on the two sides play roles.
The corresponding bearing capacity and self-restoring force are provided by designing the number, the positions, the lengths and the cross-sectional areas of the shape memory alloy rods; the two secondary buckling-restrained units have different bearing capacities, and the shape memory alloy rods of the two secondary buckling-restrained units have different self-restoring forces.
Corresponding bearing capacity is provided by designing the size, the length and the cross sectional area of the energy consumption steel bar; corresponding bearing capacity is provided by designing the length, the cross-sectional area and the shape of the support core member; the two secondary buckling-restrained units have different bearing forces.
The utility model has the advantages that: in order to prevent the energy dissipation support from being bent integrally when being pressed, an outer sleeve steel pipe is sleeved outside the support core component, so that the integral rigidity inside and outside the plane of the support is increased, and the integral stability of the energy dissipation support is improved. And because the lengths of the support core components on the left side and the right side are different, the bearing capacity of the left secondary anti-buckling unit is not equal to that of the right side. When the earthquake acts, the bearing capacity of the right secondary buckling-restrained unit is smaller, so that the right secondary buckling-restrained unit enters a buckling energy dissipation state firstly, and the energy dissipation steel bar and the shape memory alloy bar are in a first-stage energy dissipation state when the energy dissipation steel bar and the shape memory alloy bar are subjected to tensile deformation to dissipate the energy; when the earthquake action is continuously increased, the bearing capacity of the left secondary buckling-restrained unit is larger, and the left secondary buckling-restrained unit correspondingly enters a buckling energy consumption state which is a second-stage energy dissipation state. The seismic energy is dissipated through the stretching deformation of the energy-consuming steel bar and the shape memory alloy bar, and the buckling of the internal support core component under the action of the earthquake is guaranteed. When the bearing capacity of the energy dissipation support is related to the strength of the shape memory alloy rod, the shape memory alloy rod can contract and deform under the action of tensile and compressive loads, and the energy dissipation effect of the shape memory alloy rod is fully exerted. When the component is subjected to a small axial force, the bearing capacity of the energy-consuming steel rod is small, the supporting core component on the right side of the component is deformed firstly under the action of pressure, the shape memory alloy rod on the right side is in a stretched state, and the supporting core component is not bent. When the axial force continuously increases and exceeds the design bearing capacity of the left buckling-restrained component, the left supporting core component is closed to the middle under the action of pressure, and the left shape memory alloy rod is stretched to ensure that the supporting core component does not yield. Accordingly, under the action of the tensile force of the shape memory alloy rod, the sliding bearing plate is pulled back by the shape memory alloy rod. And the corresponding limiting plate is arranged to ensure that the contraction of the shape memory alloy rod does not exceed the range which the shape memory alloy rod can bear. Therefore, under the action of repeated tension and compression loads, the shape memory alloy rod is repeatedly in a stretching deformation state, and the energy consumption steel rod is continuously deformed along with the stretching deformation of the shape memory alloy rod, so that the aims of consuming earthquake energy and protecting the main body structure are fulfilled. And after the earthquake force disappears, the multistage self-recovery energy dissipation support can be recovered to the initial state through the restoring force provided by the corresponding shape memory alloy rods on the left side and the right side, and the residual deformation of the whole structure is reduced. The utility model discloses can enough play the effect under the effect of little shake, can dissipate seismic energy again under the effect of big shake, can avoid simultaneously to support after the shake to warp too big overall structure that leads to the appearance of great residual deformation, effectively alleviate the structural damage and the residual deformation of overall structure production under the earthquake effect. The multistage self-recovery energy dissipation support can be produced in a factory prefabrication mode, is installed through bolts on site, and is high in construction speed, energy-saving and environment-friendly. The utility model is suitable for an among frame construction, steel construction, high-rise structure building, especially assembled shock attenuation building.
In addition to the manner mentioned in the present embodiment, the secondary buckling restrained unit may be designed with four cables arranged at upper, lower, front and rear positions of the support core member according to the load bearing force and the self-restoring force. Each anti-buckling unit may further include other numbers of shape memory alloy rods, the plurality of shape memory alloy rods being circumferentially and evenly distributed around the support core member. These variations are all within the scope of the present invention.
The above embodiments are preferred embodiments of the present invention, but the embodiments of the present invention are not limited to the above embodiments, and any other changes, modifications, substitutions, combinations, and simplifications which do not depart from the spirit and principle of the present invention should be equivalent replacement modes, and all are included in the scope of the present invention.

Claims (7)

1. The utility model provides a multistage self recovery type energy dissipation support which characterized in that: the anti-buckling device comprises a middle positioning plate and two secondary anti-buckling units which are positioned on the left side and the right side of the middle positioning plate and have different bearing capacities; the secondary buckling-restrained unit comprises a connecting node, a support core component, an outer sleeve steel pipe, a sliding bearing plate, an energy-consuming steel bar, a fixed bearing plate, a steel frame support, a shape memory alloy bar and a limiting block; the inner end of the outer sleeve steel pipe is fixed with the middle positioning plate; the connecting node, the support core component, the sliding bearing plate, the energy-consuming steel bar, the fixed bearing plate, the steel frame support and the middle positioning plate are sequentially connected from outside to inside, the section of the support core component close to the inside, the sliding bearing plate, the energy-consuming steel bar, the fixed bearing plate and the steel frame support are all positioned in the outer sleeve steel pipe, and the middle of the support core component penetrates through the outer end of the outer sleeve steel pipe; the inner wall of the outer sleeve steel pipe is provided with a limiting block for preventing the sliding bearing plate from sliding outwards; a shape memory alloy bar is arranged between the outer end of the outer sleeve steel pipe and the sliding bearing plate; the two secondary buckling-restrained units are arranged in a straight line.
2. A multi-stage self-healing energy-dissipating support according to claim 1, wherein: the outer end of the shape memory alloy rod penetrates through the outer end of the outer sleeve steel pipe, and the outer end of the shape memory alloy rod is connected with a fixing bolt, so that the outer end of the shape memory alloy rod is installed at the outer end of the outer sleeve steel pipe; the inner end of the shape memory alloy rod penetrates through the sliding bearing plate, and the inner end of the shape memory alloy rod is connected with the fixing bolt, so that the inner end of the shape memory alloy rod is installed on the sliding bearing plate.
3. A multi-stage self-healing energy-dissipating support according to claim 2, wherein: each secondary buckling-restrained unit comprises a plurality of shape memory alloy rods which are uniformly distributed around the support core component in a circumferential manner.
4. A multi-stage self-healing energy-dissipating support according to claim 3, wherein: the support core component adopts a rod-shaped structure with a square cross section; the outer sleeve steel pipe is a square pipe, the inner end of the outer sleeve steel pipe penetrates through the outer sleeve steel pipe, and the outer end face of the outer sleeve steel pipe is provided with a hole for the support core component to penetrate through and a hole for the shape memory alloy rod to penetrate through; the cross sections of the fixed bearing plate, the sliding bearing plate and the middle positioning plate are square; the cross section of the energy-consuming steel bar is square; the number of the steel frame supports is four, and the steel frame supports are arranged around the energy-consuming steel bars in the up-down direction, the front direction and the rear direction.
5. A multi-stage self-healing energy-dissipating support according to claim 4, wherein: the second-stage buckling-restrained unit also comprises two groups of limiting plates, one group of limiting plates is fixed on the inner side of the sliding bearing plate, and the other group of limiting plates is fixed on the outer side of the fixed bearing plate; each group of limiting plates comprises four limiting plates which are arranged in a cross shape, and a space for clamping the energy consumption steel bar is reserved in the middle.
6. A multi-stage self-healing energy-dissipating support according to claim 1, wherein: rigid connection is adopted between the support core component and the sliding bearing plate, between the fixed bearing plate and the steel frame support, and between the steel frame support and the middle positioning plate.
7. A multi-stage self-healing energy-dissipating support according to claim 1, wherein: the main body structure is provided with a gusset plate, and the connecting node is connected with the gusset plate through a high-strength bolt.
CN202022719613.4U 2020-11-20 2020-11-20 Multistage self-recovery type energy dissipation support Withdrawn - After Issue CN214272474U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112392163A (en) * 2020-11-20 2021-02-23 广州大学 Multistage self-recovery type energy dissipation support and energy dissipation method thereof
CN112392163B (en) * 2020-11-20 2024-07-05 广州大学 Multistage self-recovery type energy dissipation support and energy dissipation method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112392163A (en) * 2020-11-20 2021-02-23 广州大学 Multistage self-recovery type energy dissipation support and energy dissipation method thereof
CN112392163B (en) * 2020-11-20 2024-07-05 广州大学 Multistage self-recovery type energy dissipation support and energy dissipation method thereof

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