CN113235753A - Frame slant power consumption strutting arrangement - Google Patents
Frame slant power consumption strutting arrangement Download PDFInfo
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- CN113235753A CN113235753A CN202110363648.5A CN202110363648A CN113235753A CN 113235753 A CN113235753 A CN 113235753A CN 202110363648 A CN202110363648 A CN 202110363648A CN 113235753 A CN113235753 A CN 113235753A
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- 230000021715 photosynthesis, light harvesting Effects 0.000 claims abstract description 52
- 238000005265 energy consumption Methods 0.000 claims abstract description 10
- 229910000831 Steel Inorganic materials 0.000 claims description 104
- 239000010959 steel Substances 0.000 claims description 104
- 238000000034 method Methods 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 7
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 230000001133 acceleration Effects 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 238000009432 framing Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/344—Structures characterised by movable, separable, or collapsible parts, e.g. for transport with hinged parts
- E04B1/3441—Structures characterised by movable, separable, or collapsible parts, e.g. for transport with hinged parts with articulated bar-shaped elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
- E04H9/023—Bearing, supporting or connecting constructions specially adapted for such buildings and comprising rolling elements, e.g. balls, pins
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/025—Structures with concrete columns
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The application discloses frame slant power consumption strutting arrangement includes: the energy-consuming device comprises a frame body, a plurality of supporting bodies arranged on the frame body and an energy-consuming assembly used for connecting the supporting bodies; the support bodies are obliquely arranged on the frame body, and the two support bodies are oppositely arranged and connected through the energy dissipation assembly; the energy consumption subassembly just includes: the connecting pieces are respectively arranged at one ends of the two supporting bodies, and the energy dissipation pieces are arranged on the connecting pieces; the two connecting pieces are oppositely arranged, the free ends of the two connecting pieces are hinged with each other, and the energy dissipation piece is used for connecting the end parts of the two supporting bodies, or the energy dissipation piece is used for connecting the end parts of the two connecting pieces. The concrete frame structure adopts a node form, is simple to assemble and is convenient for connection of supports in the concrete frame structure; the earthquake energy can be effectively absorbed during the earthquake, the horizontal connecting rod and the energy dissipation component are convenient to replace after the earthquake, the restoration after the earthquake is easy, and the reinforcement of the building after the earthquake is convenient.
Description
Technical Field
The present disclosure relates generally to the field of building framing, and more particularly to a frame diagonal energy dissipating support device.
Background
With the acceleration of urbanization process, the development and technical level of the building field are continuously improved, and in addition, the influence of the problems of environmental pollution and resource waste, the defect of poor environmental protection of the traditional building system is gradually exposed, and the fabricated concrete structure begins to become the main type of the building system.
If the frame system is unreasonable in design, the structure is subjected to brittle failure under the action of earthquake load, so that earthquake disasters are aggravated, and the life and property safety of people is threatened; in addition, the traditional frame system has large repairing difficulty or huge loss caused by incapability of repairing after being damaged, is not beneficial to updating and replacing damaged parts after earthquake, and is also not beneficial to reinforcing the building after earthquake.
Disclosure of Invention
In view of the above-mentioned drawbacks and deficiencies of the prior art, it is desirable to provide a frame diagonal energy dissipating support device.
A frame diagonal energy dissipating support device, comprising: the energy-consuming device comprises a frame body, a plurality of supporting bodies arranged on the frame body and an energy-consuming assembly used for connecting the supporting bodies; the support bodies are obliquely arranged on the frame body, and the two support bodies are oppositely arranged and connected through the energy dissipation assembly; the energy consumption subassembly just includes: the connecting pieces are respectively arranged at one ends of the two supporting bodies, and the energy dissipation pieces are arranged on the connecting pieces; the two connecting pieces are oppositely arranged, the free ends of the two connecting pieces are hinged with each other, and the energy dissipation piece is used for connecting the end parts of the two supporting bodies, or the energy dissipation piece is used for connecting the end parts of the two connecting pieces.
According to the technical scheme provided by the embodiment of the application, the connecting piece is a connecting piece provided with a hinge hole and is directly and fixedly connected with the free end of the supporting body; the energy dissipation part is a low-yield steel bar or a steel plate with a through hole, which is connected between the end parts of the two support bodies; the low-yield steel bars or the steel plates with the through holes are symmetrically distributed on two sides of the two connecting pieces which are hinged with each other.
According to the technical scheme provided by the embodiment of the application, the connecting piece comprises: the connecting piece is connected with one side of the first connecting steel plate; the supporting body is provided with a second connecting steel plate which can be fixedly connected with the first connecting steel plate; the energy dissipation part is a low-yield steel bar or a steel plate with a through hole, which is connected between the two first connecting steel plates and symmetrically positioned between the two connecting plates.
According to the technical scheme provided by the embodiment of the application, the connecting piece is a cross-shaped joint connected with the support body, and a horizontal connecting part which is integrally arranged with the cross-shaped joint and is provided with a hinge hole extends from the middle part of the cross-shaped joint; the energy dissipation part is a low-yield steel bar or a steel plate with a through hole, and the low-yield steel bar or the steel plate is horizontally connected between the corresponding upper end and lower end of the two cross-shaped joints.
According to the technical scheme provided by the embodiment of the application, the connecting piece comprises: the cross joint is arranged on one side of the third connecting steel plate; the middle part of the cross joint extends to form a horizontal connecting part which is integrated with the cross joint and is provided with a hinge hole; the energy dissipation part is a low-yield steel bar or a steel plate with a through hole, and the low-yield steel bar or the steel plate is horizontally connected between the corresponding upper end and lower end of the two cross-shaped joints.
According to the technical scheme provided by the embodiment of the application, the connecting piece is a cross-shaped joint connected with the support body; or the connector comprises: the supporting body is provided with a first connecting steel plate and a second connecting steel plate which are connected with the supporting body; the energy dissipation parts are four low-yield angle steels connected between the two cross-shaped joint side walls.
According to the technical scheme provided by the embodiment of the application, the cross-shaped joint is a steel plate with a cross-shaped longitudinal section, or is composed of two angle steels which are centrosymmetric and are arranged back to back.
According to the technical scheme provided by the embodiment of the application, the support body is hinged with the frame body through the bolt.
According to the technical scheme that this application embodiment provided, the frame body includes the cylinder of the vertical setting of several and the roof beam body of several parallel arrangement, cylinder and roof beam body vertical connection.
In summary, according to the technical scheme of the application, the energy dissipation assembly is arranged in the frame body, so that the seismic energy can be absorbed and the frame body is easy to repair; the joint of the support body is an energy-consuming hinge joint, and the energy-consuming assembly is made of low-yield steel; when an earthquake occurs, the support body can be stretched and compressed by the relative displacement of the frame body, the low-yield steel deforms to generate energy consumption, and meanwhile, the connecting piece and the energy consumption piece of the energy consumption assembly consume energy, so that the earthquake energy is dissipated, and the structural strength is improved. The concrete frame structure adopts a node form, is simple to assemble, does not have field wet operation, and is convenient for connection of supports in the concrete frame structure; the earthquake energy can be effectively absorbed during an earthquake, the horizontal connecting rod and the energy dissipation component are convenient to replace after the earthquake, the restoration after the earthquake is easy, and the damaged energy dissipation component can be removed after the earthquake and replaced by a new energy dissipation component, so that the strength of the building after the earthquake is improved, and the building after the earthquake is convenient to reinforce.
Drawings
Other features, objects and advantages of the present application will become more apparent upon reading of the following detailed description of non-limiting embodiments thereof, made with reference to the accompanying drawings in which:
FIG. 1 is a schematic structural diagram of the present application;
fig. 2 is a schematic diagram of an application scenario structure of the present application;
FIG. 3 is a schematic structural view of the energy dissipating assembly between the support bodies in the present application;
FIG. 3a is a schematic structural diagram of the energy dissipating assembly between the supporting bodies in the present application;
FIG. 3b is a schematic structural diagram of the energy dissipating assembly between the supporting bodies in the present application;
FIG. 4 is a schematic structural view of the energy dissipating assembly between the support bodies of the present application;
FIG. 4a is a schematic structural diagram of the energy dissipating assembly between the supporting bodies in the present application;
FIG. 4b is a schematic structural diagram of the energy dissipating assembly between the supporting bodies in the present application;
FIG. 5 is a schematic structural view of the energy dissipating assembly between the supports of the present application;
FIG. 5a is a schematic structural view of the energy dissipating assembly between the support bodies in the present application;
FIG. 5b is a schematic structural view of the energy dissipating assembly between the support bodies in the present application;
FIG. 6 is a schematic structural view of the energy dissipating assembly between the support bodies of the present application;
FIG. 7 is a schematic structural view of the energy dissipating assembly between the support bodies of the present application;
fig. 8 is a schematic structural diagram of the energy dissipating assembly between the supporting bodies in the present application.
Detailed Description
The present application will be described in further detail with reference to the following drawings and examples. It is to be understood that the specific embodiments described herein are merely illustrative of the relevant invention and not restrictive of the invention. It should be noted that, for convenience of description, only the portions related to the present invention are shown in the drawings.
It should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict. The present application will be described in detail below with reference to the embodiments with reference to the attached drawings.
As shown in fig. 1 and 2, a frame diagonal energy dissipation brace includes: the device comprises a frame body 1, a plurality of supporting bodies 2 arranged on the frame body 1 and energy dissipation assemblies used for connecting the supporting bodies 2; the support bodies 2 are obliquely arranged on the frame body 1, and the two support bodies 2 are oppositely arranged and connected through an energy dissipation assembly; the energy consumption subassembly just includes: the connecting pieces 3 are respectively arranged at one ends of the two supporting bodies 2, and the energy dissipation pieces are arranged on the connecting pieces 3; the two connecting pieces 3 are oppositely arranged, free ends of the two connecting pieces are hinged with each other, and the energy dissipation piece is used for connecting the end parts of the two supporting bodies 2 or the energy dissipation piece is used for connecting the end parts of the two connecting pieces 3.
Wherein:
the frame body 1 may be any frame unit, and specifically, as shown in fig. 1, the frame body 1 includes a plurality of vertically arranged columns and a plurality of parallel arranged beams, and the columns and the beams are vertically connected. Optionally, the columns are arranged in parallel, the beam bodies are arranged in parallel, and the two beam bodies are arranged between the lambertian columns in a crossing manner and distributed up and down, as shown in fig. 1.
Based on the design, the frame body forms a rectangular structure, wherein two supporting bodies 2 connected with the frame body are arranged between a group of opposite angles; alternatively, the supporting body may be any rod-shaped structure with a supporting function. Alternatively, the support body 2 is hinged to the frame body 1 by bolts.
The free ends of the two supporting bodies are connected through an energy consumption assembly, optionally, the energy consumption assembly comprises: the connecting pieces 3 are respectively arranged at one ends of the two supporting bodies 2, and the energy dissipation pieces are arranged on the connecting pieces 3; the two connecting pieces 3 are oppositely arranged, free ends of the two connecting pieces are hinged with each other, and the energy dissipation piece is used for connecting the end parts of the two supporting bodies 2 or the energy dissipation piece is used for connecting the end parts of the two connecting pieces 3.
Based on the technical scheme, the earthquake energy can be absorbed and the restoration is easy; the joint of the support body is an energy-consuming hinge joint, and the energy-consuming assembly is made of low-yield steel; when an earthquake occurs, the support body can be stretched and compressed by the relative displacement of the frame body, so that the connecting piece and the energy dissipation piece of the energy dissipation assembly consume energy, the earthquake energy is dissipated, and the structural strength is improved.
In order to support the above specific structure, different implementations are given for the connecting member and the energy dissipation member, and the connecting structure between the connecting member and the corresponding support body in the embodiment, as follows:
the first implementation mode comprises the following steps:
referring to fig. 3, the connecting member 3 is a connecting sheet with a hinge hole and is directly fixed to the free end of the supporting body 2; the energy dissipation part is a low-yield steel bar or a steel plate with a through hole, which is connected between the ends of the two support bodies 2; the low-yield steel bars or the steel plates with the through holes are symmetrically distributed on two sides of the two connecting pieces which are hinged with each other.
In this embodiment, the support body is directly connected with a connecting sheet, and the connecting sheet between the two support bodies can be hinged.
In this embodiment, the energy dissipation member is a low-yield steel bar or a steel plate with a through hole connected between the ends of the two support bodies 2; the low yield steel bars or the steel plates with the through holes are symmetrically distributed on two sides of the two connecting pieces hinged with each other, as shown in fig. 3a and 3 b.
The second embodiment:
referring to fig. 4, the connecting member 3 includes: the connecting structure comprises a first connecting steel plate 8 and a connecting piece connected with one side of the first connecting steel plate 8; the supporting body 2 is provided with a second connecting steel plate 9 which can be fixedly connected with the first connecting steel plate 8; the energy dissipation part is a low-yield steel bar or a steel plate with a through hole, which is connected between the two first connecting steel plates 8 and symmetrically positioned between the two connecting plates.
Different from the first embodiment, in the present embodiment, the connecting member is not directly connected to the supporting body, but is connected to the second connecting steel plate correspondingly disposed on the supporting body through the first connecting steel plate, so that the versatility of the present embodiment is enhanced.
In this embodiment, the energy dissipation member is a low-yield steel bar or a steel plate with through holes, which is connected between the two first connecting steel plates 8 and symmetrically located between the two connecting plates, as shown in fig. 4a and 4 b.
The third embodiment is as follows:
referring to fig. 5, the connecting member 3 is a cross-shaped joint connected to the supporting body 2, and a horizontal connecting portion integrally formed with the cross-shaped joint and having a hinge hole extends from the middle of the cross-shaped joint; the energy dissipation part is a low-yield steel bar or a steel plate with a through hole, and the low-yield steel bar or the steel plate is horizontally connected between the corresponding upper end and lower end of the two cross-shaped joints.
In fig. 5, the two connecting members are hinged by a horizontal connecting part.
In fig. 5, the energy dissipation member is a low-yield steel bar or a steel plate with through holes horizontally connected between the corresponding upper and lower ends of the two cross joints, as shown in fig. 5a and 5 b.
The fourth embodiment:
referring to fig. 6, the connecting member 3 includes: a third connecting steel plate 10 and a cross joint arranged on one side of the third connecting steel plate 10; the middle part of the cross joint extends to form a horizontal connecting part which is integrated with the cross joint and is provided with a hinge hole; the energy dissipation part is a low-yield steel bar or a steel plate with a through hole, and the low-yield steel bar or the steel plate is horizontally connected between the corresponding upper end and lower end of the two cross-shaped joints.
In contrast to the third embodiment, in the present embodiment, the cross joint is not directly connected to the support body, but is connected to the support body through the third connecting steel plate, which enhances the versatility of the present embodiment.
The energy dissipation part is a low-yield steel bar or a steel plate with a through hole, and the low-yield steel bar or the steel plate is horizontally connected between the corresponding upper end and lower end of the two cross-shaped joints.
The fifth embodiment:
referring to fig. 7, the connecting member 3 is a cross-shaped joint connected to the supporting body 2; the energy dissipation parts are four low-yield angle steels connected between the two cross-shaped joint side walls.
In fig. 7, one of the ends that two cross joints are close to each other is provided with four right-angle grooves respectively, and the right-angle grooves on two cross joints are in one-to-one correspondence, and for realizing the connection between the two, the right-angle grooves of two one-to-one correspondence are connected through an angle steel, wherein the right-angle part of the angle steel just can adapt to two right-angle grooves, specifically, the angle steel is a low-yield angle steel, and optionally, the low-yield angle steel can be fixedly connected with the side wall of the cross joint through welding or bolting.
When no vibrations take place, the low yield angle steel makes and can link together between the two cross connects, possesses certain bearing capacity, and when vibrations take place, whole power consumption subassembly will bear certain tensile or compressive force, and at the vibrations in-process, the dissipation of reinforcing energy can be assisted in the design of low yield angle steel.
Embodiment six:
referring to fig. 8, the connecting member includes: a fourth connecting steel plate 11 connected with the support body 2 and a cross joint arranged on one side of the fourth connecting steel plate 11; the energy dissipation parts are four low-yield angle steels connected between the two cross-shaped joint side walls.
Unlike the fifth embodiment, in the present embodiment, the cross joint is not directly connected to the support body, but is connected to the support body through the fourth connection steel plate, which enhances the versatility of the present embodiment.
In the third, fourth, and fifth embodiments, the cross joint is a steel plate having a cross-shaped longitudinal section, or is formed of two angle steels that are symmetrical about the center and are disposed in opposite directions.
In conclusion, the concrete frame structure adopts a node form, is simple to assemble, does not have field wet operation, and is convenient for connection of supports in the concrete frame structure; the earthquake energy can be effectively absorbed during an earthquake, the horizontal connecting rod and the energy dissipation component are convenient to replace after the earthquake, the restoration after the earthquake is easy, and the damaged energy dissipation component can be removed after the earthquake and replaced by a new energy dissipation component, so that the strength of the building after the earthquake is improved, and the building after the earthquake is convenient to reinforce.
The above description is only a preferred embodiment of the application and is illustrative of the principles of the technology employed. It will be appreciated by a person skilled in the art that the scope of the invention as referred to in the present application is not limited to the embodiments with a specific combination of the above-mentioned features, but also covers other embodiments with any combination of the above-mentioned features or their equivalents without departing from the inventive concept. For example, the above features may be replaced with (but not limited to) features having similar functions disclosed in the present application.
Claims (9)
1. The utility model provides a frame slant power consumption strutting arrangement which characterized in that: the method comprises the following steps: the device comprises a frame body (1), a plurality of supporting bodies (2) arranged on the frame body (1) and energy dissipation components used for connecting the supporting bodies (2); the support bodies (2) are obliquely arranged on the frame body (1), and the two support bodies (2) are oppositely arranged and connected through an energy consumption assembly;
the energy consumption subassembly just includes: the connecting pieces (3) are respectively arranged at one ends of the two supporting bodies (2), and the energy dissipation pieces are arranged on the connecting pieces (3); the two connecting pieces (3) are oppositely arranged, free ends of the two connecting pieces are hinged with each other, and the energy dissipation piece is used for connecting the end parts of the two supporting bodies (2), or the energy dissipation piece is used for connecting the end parts of the two connecting pieces (3).
2. The diagonal energy dissipating support structure of claim 1, wherein:
the connecting piece (3) is a connecting piece provided with a hinge hole and is directly and fixedly connected with the free end of the support body (2);
the energy dissipation part is a low-yield steel bar or a steel plate with a through hole, which is connected between the ends of the two supporting bodies (2); the low-yield steel bars or the steel plates with the through holes are symmetrically distributed on two sides of the two connecting pieces which are hinged with each other.
3. The diagonal energy dissipating support structure of claim 1, wherein:
the connector (3) comprises: the connecting structure comprises a first connecting steel plate (8) and a connecting piece connected with one side of the first connecting steel plate (8); the supporting body (2) is provided with a second connecting steel plate (9) which can be fixedly connected with the first connecting steel plate (8);
the energy dissipation part is a low-yield steel bar or a steel plate with a through hole, which is connected between the two first connecting steel plates (8) and symmetrically positioned between the two connecting plates.
4. The diagonal energy dissipating support structure of claim 1, wherein:
the connecting piece (3) is a cross-shaped joint connected with the support body (2), and a horizontal connecting part which is integrally arranged with the cross-shaped joint and is provided with a hinge hole extends from the middle part of the cross-shaped joint;
the energy dissipation part is a low-yield steel bar or a steel plate with a through hole, and the low-yield steel bar or the steel plate is horizontally connected between the corresponding upper end and lower end of the two cross-shaped joints.
5. The diagonal energy dissipating support structure of claim 1, wherein:
the connector (3) comprises: the connecting structure comprises a third connecting steel plate (10) and a cross-shaped joint arranged on one side of the third connecting steel plate (10); the middle part of the cross joint extends to form a horizontal connecting part which is integrated with the cross joint and is provided with a hinge hole;
the energy dissipation part is a low-yield steel bar or a steel plate with a through hole, and the low-yield steel bar or the steel plate is horizontally connected between the corresponding upper end and lower end of the two cross-shaped joints.
6. The diagonal energy dissipating support structure of claim 1, wherein:
the connecting piece (3) is a cross-shaped joint connected with the support body (2); or the connector comprises: a fourth connecting steel plate (11) connected with the support body (2) and a cross joint arranged on one side of the fourth connecting steel plate (11);
the energy dissipation parts are four low-yield angle steels connected between the two cross-shaped joint side walls.
7. The diagonal energy dissipating support device defined in claim 4, 5 or 6, wherein:
the cross-shaped joint is a steel plate with a cross-shaped longitudinal section, or is composed of two angle steels which are centrosymmetric and are arranged back to back.
8. The diagonal energy dissipating support structure of claim 1, wherein: the support body (2) is hinged with the frame body (1) through bolts.
9. The diagonal energy dissipating support structure of claim 1, wherein: the frame body (1) comprises a plurality of vertically arranged columns and a plurality of parallel beam bodies, and the columns are vertically connected with the beam bodies.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110363648.5A CN113235753A (en) | 2021-04-03 | 2021-04-03 | Frame slant power consumption strutting arrangement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110363648.5A CN113235753A (en) | 2021-04-03 | 2021-04-03 | Frame slant power consumption strutting arrangement |
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| Publication Number | Publication Date |
|---|---|
| CN113235753A true CN113235753A (en) | 2021-08-10 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110363648.5A Pending CN113235753A (en) | 2021-04-03 | 2021-04-03 | Frame slant power consumption strutting arrangement |
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| CN (1) | CN113235753A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN207905124U (en) * | 2017-10-20 | 2018-09-25 | 广州大学 | A kind of energy dissipating-frame support structure |
| CN108756412A (en) * | 2018-07-10 | 2018-11-06 | 大连理工大学 | Hinged assembly concrete shock frame structural system in beam |
| CN109653381A (en) * | 2019-02-11 | 2019-04-19 | 沈阳建筑大学 | Consume energy the cross steel reinforcement node that junction steel plate connects at right angle |
| CN110318568A (en) * | 2019-05-21 | 2019-10-11 | 宁波工程学院 | A kind of Self-resetting assembling truss structure |
| CN210289307U (en) * | 2019-04-09 | 2020-04-10 | 福州大学 | Assembled toggle type energy dissipation support |
| US20210095463A1 (en) * | 2019-09-27 | 2021-04-01 | Changsha University Of Science & Technology | Damper for energy dissipation |
-
2021
- 2021-04-03 CN CN202110363648.5A patent/CN113235753A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN207905124U (en) * | 2017-10-20 | 2018-09-25 | 广州大学 | A kind of energy dissipating-frame support structure |
| CN108756412A (en) * | 2018-07-10 | 2018-11-06 | 大连理工大学 | Hinged assembly concrete shock frame structural system in beam |
| CN109653381A (en) * | 2019-02-11 | 2019-04-19 | 沈阳建筑大学 | Consume energy the cross steel reinforcement node that junction steel plate connects at right angle |
| CN210289307U (en) * | 2019-04-09 | 2020-04-10 | 福州大学 | Assembled toggle type energy dissipation support |
| CN110318568A (en) * | 2019-05-21 | 2019-10-11 | 宁波工程学院 | A kind of Self-resetting assembling truss structure |
| US20210095463A1 (en) * | 2019-09-27 | 2021-04-01 | Changsha University Of Science & Technology | Damper for energy dissipation |
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Application publication date: 20210810 |