CN210127560U - Energy dissipation structure and energy dissipation wall - Google Patents
Energy dissipation structure and energy dissipation wall Download PDFInfo
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- CN210127560U CN210127560U CN201920891925.8U CN201920891925U CN210127560U CN 210127560 U CN210127560 U CN 210127560U CN 201920891925 U CN201920891925 U CN 201920891925U CN 210127560 U CN210127560 U CN 210127560U
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- energy dissipation
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Abstract
The utility model provides an energy dissipation structure and energy dissipation wall belongs to construction technical field. The energy dissipation structure is used for being embedded in the wall body so as to improve the anti-seismic grade of the whole wall surface. The energy dissipation structure comprises an energy dissipation assembly and a support assembly, wherein the support assembly comprises a connecting flat plate and two support vertical plates which are oppositely arranged, and the two support vertical plates are connected into a U shape through the connecting flat plate; the energy dissipation assembly comprises an energy dissipation vertical plate and an energy dissipation flat plate, and the energy dissipation vertical plate and the energy dissipation flat plate are connected to form a frame-shaped structure. The energy dissipation component is connected with the connecting flat plate of the supporting component through the energy dissipation flat plate. The energy dissipation structure is embedded in the wall body of the building to form the energy dissipation wall. When an earthquake occurs, the wall body is subjected to extrusion force, and at the moment, the energy dissipation structure can support the floor beam on the upper layer and can generate slight elastic deformation to absorb the extrusion force; therefore, the damage degree of the earthquake to the building is reduced, and the earthquake-proof grade of the building is improved.
Description
Technical Field
The utility model relates to a construction technical field particularly, relates to an energy dissipation structure and energy dissipation wall.
Background
The energy dissipation wall is one kind of energy dissipater, and is generally composed of an inner steel plate, an outer steel plate and damping materials between the inner steel plate and the outer steel plate. When earthquake occurs, the inner steel plate and the outer steel plate move relatively to each other, so that the damping material between the steel plates dissipates earthquake energy, and the purposes of energy dissipation and shock absorption are achieved. In areas where earthquakes are likely to occur, the requirement of the buildings on the earthquake resistance is high; in order to improve the earthquake resistance of a building, an energy dissipation structure is generally required to be additionally arranged in a building wall body during construction. When an earthquake occurs, the crack resistance and collapse resistance of the wall body with the energy dissipation structure can be greatly improved. Energy dissipation structure among the prior art leads to the energy dissipation effect not good because its structural stability is not enough, influences the holistic antidetonation grade of building.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an energy dissipation structure, it can be arranged in the wall body in order to found the energy dissipation wall.
Another object of the utility model is to provide an energy dissipation wall, it has used above-mentioned dissipation structure to can improve the antidetonation grade of building.
The utility model discloses a realize like this:
an energy dissipating structure comprises an energy dissipating component and a support component;
the support assembly comprises a connecting flat plate and two support vertical plates which are oppositely arranged, and the two support vertical plates are connected through the connecting flat plate; the energy dissipation assembly comprises two energy dissipation vertical plates which are oppositely arranged and two energy dissipation flat plates which are oppositely arranged, and the two energy dissipation vertical plates and the two energy dissipation flat plates are connected to form a frame structure;
the energy dissipation component is connected with the connecting flat plate of the supporting component in an attaching mode through the energy dissipation flat plate.
Further, the method comprises the following steps of;
the energy dissipation structure comprises two support components, wherein one support component is a first support component, the other support component is a second support component, and the energy dissipation component is arranged between the two support components; the two flat plates are respectively connected with the connecting flat plates of the two supporting components.
Further, the method comprises the following steps of;
the energy dissipation structure also comprises a cross beam connecting structure which is used for connecting with the bridge surface beam;
the beam connecting structure comprises a plurality of support anchor rods and two fixing plates which are oppositely arranged; the two fixing plates are connected through a support anchor rod;
one of the fixing plates is vertically connected with the supporting vertical plate of the supporting component.
Further, the method comprises the following steps of;
the beam connecting structure further comprises a shear resisting plate, and the shear resisting plate is arranged between the two fixing plates and is vertically connected with one of the fixing plates.
Further, the method comprises the following steps of;
one flat plate of the energy dissipation component is connected with the connecting flat plate of the first supporting component through a bolt.
Further, the method comprises the following steps of;
the energy dissipation structure also comprises a connecting component, and the connecting component comprises a connecting vertical plate and two opposite side plates; the two ends of the connecting vertical plate are respectively and vertically connected with the two side plates, and the connecting vertical plate and the side plates are vertically connected with the connecting flat plate of the second support assembly;
the energy dissipation assembly further comprises two insertion plates, and the insertion plates are connected with one energy dissipation flat plate and inserted into the insertion grooves.
Further, the method comprises the following steps of;
the energy dissipation assembly further comprises two reinforcing plates, two ends of one reinforcing plate are connected with the two energy dissipation vertical plates, and two ends of the other reinforcing plate are connected with the two energy dissipation flat plates.
Further, the method comprises the following steps of;
the support assembly further comprises a rectangular panel, and the rectangular panel is arranged between the two support vertical plates and is vertically connected with the support vertical plates and the connecting flat plate.
Further, the method comprises the following steps of;
a rib plate is arranged between the rectangular panel and the connecting flat plate.
The utility model provides an energy dissipation wall, energy dissipation wall includes wall body and energy dissipation structure, and energy dissipation structure buries underground in the wall body, supports the direction of height extension of riser along the wall body.
The beneficial effects of the utility model include:
the utility model discloses an energy dissipation structure and energy dissipation wall that above-mentioned design obtained, during the use, energy dissipation structure inlays and establishes in the wall body of building, and its upper end is connected with the floor roof beam on upper strata, the floor roof beam butt of lower extreme and lower floor. When an earthquake occurs, the wall body is subjected to extrusion force, and at the moment, the energy dissipation structure can support the floor beam on the upper layer and can generate slight elastic deformation to absorb the extrusion force; therefore, the energy dissipation structure can absorb the energy applied to the building by the earthquake, thereby reducing the damage degree of the earthquake to the building and improving the earthquake-proof grade of the building.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings that are required to be used in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present invention, and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained according to the drawings without inventive efforts.
Figure 1 is a schematic view of an energy dissipation structure provided by an embodiment of the present invention;
fig. 2 is a cross-sectional view a-a of fig. 1 in accordance with an embodiment of the present invention;
figure 3 is a schematic structural view of an energy dissipation assembly provided by an embodiment of the present invention;
fig. 4 is a cross-sectional view of B-B in fig. 1 according to an embodiment of the present invention.
Icon: 100-energy dissipation structure; 110-a first support member; 112-a supporting vertical plate; 114-a connection plate; 116-a rectangular panel; 120-a second support assembly; 130-energy dissipating components; 132-energy dissipation vertical plates; 134-energy dissipation flat plate; 136-a stiffener plate; 138-a patch panel; 140-beam connection structure; 142-a fixed plate; 144-support anchor rod; 146-shearing resisting plate; 150-a connecting assembly; 152-connecting the vertical plate; 154-side plate; 200-floor beam.
Detailed Description
To make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the drawings of the embodiments of the present invention are combined to clearly and completely describe the technical solutions of the embodiments of the present invention, and obviously, the described embodiments are some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Thus, the following detailed description of the embodiments of the present invention, presented in the accompanying drawings, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
In the description of the present invention, it is to be understood that the terms indicating orientation or positional relationship are based on the orientation or positional relationship shown in the drawings, and are only for convenience of description and simplification of description, and do not indicate or imply that the equipment or elements referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention.
In the present invention, unless otherwise expressly stated or limited, the terms "mounted," "connected," and "fixed" are to be construed broadly and may, for example, be fixedly connected, detachably connected, or integrally formed; can be mechanically or electrically connected; either directly or indirectly through intervening media, either internally or in any other relationship. The specific meaning of the above terms in the present invention can be understood according to specific situations by those skilled in the art.
In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", and the like indicate the position or positional relationship based on the position or positional relationship shown in the drawings, or the position or positional relationship which is usually placed when the product of the present invention is used, and are only for convenience of description and simplification of the description, but do not indicate or imply that the device or element referred to must have a specific position, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first," "second," "third," and the like are used solely to distinguish one from another and are not to be construed as indicating or implying relative importance.
Furthermore, the terms "horizontal", "vertical", "overhang" and the like do not imply that the components are required to be absolutely horizontal or overhang, but may be slightly inclined. For example, "horizontal" merely means that the direction is more horizontal than "vertical" and does not mean that the structure must be perfectly horizontal, but may be slightly inclined.
In the present disclosure, unless otherwise expressly stated or limited, the first feature may comprise both the first and second features directly contacting each other, and also may comprise the first and second features not being directly contacting each other but being in contact with each other by means of further features between them. Also, the first feature being above, on or above the second feature includes the first feature being directly above and obliquely above the second feature, or merely means that the first feature is at a higher level than the second feature. A first feature that underlies, and underlies a second feature includes a first feature that is directly under and obliquely under a second feature, or simply means that the first feature is at a lesser level than the second feature.
Example (b):
referring to fig. 1, the present embodiment provides an energy dissipation structure 100, which is embedded in a wall to improve the seismic rating of the entire wall. The energy dissipation structure 100 comprises an energy dissipation component 130 and a support component, wherein the support component comprises a connecting flat plate 114 and two support vertical plates 112 arranged oppositely, and the two support vertical plates 112 are connected into a U shape through the connecting flat plate 114; the energy dissipation assembly 130 comprises two energy dissipation vertical plates 132 and two energy dissipation flat plates 134, wherein the two energy dissipation vertical plates 132 and the two energy dissipation flat plates 134 are oppositely arranged, and the energy dissipation vertical plates 132 and the energy dissipation flat plates 134 are connected to form a frame-shaped structure. The energy dissipating elements 130 are connected to the connecting plates 114 of the support elements by energy dissipating plates 134.
Specifically, referring to fig. 1 and 2, the support assembly is a steel structure formed by welding steel plates, and includes two bar-shaped support vertical plates 112, a bar-shaped connecting flat plate 114, and a rectangular panel 116. The two supporting vertical plates 112 are arranged in parallel at intervals, and two end sealing plates of the connecting flat plate 114 are connected with the end parts of the two supporting vertical plates, so that the supporting vertical plates and the connecting flat plate form a U-shaped frame structure. The rectangular panel 116 is disposed in the space enclosed by the supporting vertical plate and the connecting flat plate, and is vertically connected to the supporting vertical plate and the connecting flat plate through the side edge. The rectangular panel 116 provides a substantial increase in the support strength of the overall support assembly and provides greater stability to the actual support assembly.
Referring to fig. 3, the energy dissipation assembly 130 includes two energy dissipation vertical plates 132 and two energy dissipation flat plates 134, the two energy dissipation vertical plates 132 are parallel and spaced apart, the two energy dissipation flat plates 134 are parallel and spaced apart, and the energy dissipation vertical plates 132 and the energy dissipation flat plates 134 are connected to form a square frame-shaped structure. In order to improve the stability and strength of the whole energy dissipation assembly 130, two reinforcing plates 136 are also arranged in the square frame-shaped structure; two side edges of one reinforcing plate 136 are connected with the two energy dissipation vertical plates 132, and two side edges of the other reinforcing plate 136 are connected with the two energy dissipation flat plates 134; the two reinforcing plates 136 are vertically connected.
In this embodiment, the energy dissipating structure 100 comprises two support elements and one energy dissipating element 130; the two support assemblies are named a first support assembly 110 and a second support assembly 120 for convenience of description. The first support elements 110 are arranged above the energy dissipaters 130 and are bolted to energy dissipating plates 134 on the upper parts of the energy dissipaters 130, and the second support elements 120 are arranged below the energy dissipaters 130 and are connected to energy dissipating plates 134 on the lower parts of the energy dissipaters 130. The first support assembly 110 is adapted to be connected to a floor beam of an upper level and the second support assembly 120 is adapted to be connected to a floor beam of a lower level.
Further, with continued reference to fig. 1, the energy dissipation assembly 130 further includes a connecting assembly 150, the connecting assembly 150 includes a connecting vertical plate 152 and two opposite side plates 154, the connecting vertical plate 152 is parallel to the plane defined by the square frame-shaped structure; two ends of the connecting vertical plate 152 are respectively vertically connected with two side plates 154. The attachment riser 152 and the two side plates 154 are attached to the attachment plate 114 of the second support assembly 120. In order to improve the stability of the connection, two slots are further provided on the connecting vertical plate 152, two insertion plates 138 are provided on the energy dissipation flat plate 134 at the lower part of the energy dissipation assembly 130, and the insertion plates 138 are inserted into the slots and are welded and fixed with the connecting flat plate 114 of the second support assembly 120.
The first support component 110 is detachably connected with the energy dissipation component 130, and the second support component 120 is welded with the energy dissipation component 130, so that the assembly during construction is facilitated; and can reduce the assembly workload to a certain extent.
Referring to fig. 1 and 4, in order to connect and fix the first support assembly 110 and the second support assembly 120 to the floor beam 200 of the building, the energy dissipation structure 100 further includes two beam connection structures 140, and the two beam connection structures 140 are respectively disposed above the first support assembly 110 and below the second support assembly 120 and embedded in the floor beam.
The beam connecting structure 140 includes a plurality of support anchors 144 and two oppositely disposed fixing plates 142; the two fixing plates 142 are connected by support anchors 144. One of the fixed plates 142 in the beam connecting structure 140 is vertically connected to the supporting riser 112 of the supporting assembly.
In order to improve the shear resistance of the entire beam connecting structure 140, the beam connecting structure 140 further includes a shear-resisting plate 146, and the shear-resisting plate 146 is disposed between the two fixing plates 142 and is vertically connected to one of the fixing plates 142.
The use method of the energy dissipation structure 100 provided by the embodiment is as follows:
during construction, the beam connecting structure 140 is directly poured into the upper floor beam 200 and the lower floor beam 200; after fixing the whole energy dissipation structure 100, bricks for building are built between the two bridge deck beams, and the internal space of the energy dissipation structure 100 is filled.
It should be noted that this embodiment is one of many embodiments, and in other embodiments, only one support component may be provided, and when in use, the lower end of the support component is connected to one of the bridge surface beams, and the energy dissipation component 130 is connected to the other wall surface beam.
Example 2:
the embodiment provides an energy dissipation wall, which comprises a wall body and the energy dissipation structure 100 provided by the embodiment 1, wherein the wall body is built by bricks, and the upper part and the lower part of the wall body are both provided with horizontally arranged bridge deck beams; the upper and lower beam connecting structures 140 of the energy dissipation structure 100 are buried in the floor beams 200.
It should be noted that references to perpendicular or parallel in this disclosure do not require absolute perpendicular or parallel, but rather may be subject to some degree of error.
The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (10)
1. An energy dissipation structure is characterized by comprising an energy dissipation component and a support component;
the supporting assembly comprises a connecting flat plate and two supporting vertical plates which are oppositely arranged, and the two supporting vertical plates are connected through the connecting flat plate; the energy dissipation assembly comprises two energy dissipation vertical plates which are oppositely arranged and two energy dissipation flat plates which are oppositely arranged, and the two energy dissipation vertical plates and the two energy dissipation flat plates are connected to form a frame structure;
the energy dissipation flat plate is attached to and connected with the connecting flat plate.
2. An energy dissipating structure according to claim 1, characterized in that: the number of the support components is two, one of the support components is a first support component, the other support component is a second support component, and the energy dissipation component is arranged between the two support components; the two flat plates are respectively connected with the connecting flat plates of the two supporting components.
3. An energy dissipating structure according to claim 1 or 2, characterized in that: the energy dissipation structure also comprises a cross beam connecting structure which is used for connecting with the bridge surface beam;
the beam connecting structure comprises a plurality of support anchor rods and two oppositely arranged fixing plates; the two fixing plates are connected through the support anchor rod;
one of the fixing plates is vertically connected with the supporting vertical plate of the supporting component.
4. An energy dissipating structure according to claim 3, wherein: the beam connecting structure further comprises a shear resisting plate, and the shear resisting plate is arranged between the two fixing plates and is vertically connected with one of the fixing plates.
5. An energy dissipating structure according to claim 2, wherein: one of the plates of the energy dissipation assembly is connected with the connecting plate of the first support assembly through a bolt.
6. An energy dissipating structure according to claim 2, wherein: the energy dissipation structure further comprises a connecting assembly, and the connecting assembly comprises a connecting vertical plate and two oppositely arranged side plates; the two ends of the connecting vertical plate are respectively and vertically connected with the two side plates, and the connecting vertical plate and the side plates are vertically connected with the connecting flat plate of the second support assembly;
the energy dissipation assembly further comprises two insertion plates, and the insertion plates are connected with one of the energy dissipation flat plates and inserted into the insertion grooves.
7. An energy dissipating structure according to claim 1, characterized in that: the energy dissipation assembly further comprises two reinforcing plates, two ends of one reinforcing plate are connected with the two energy dissipation vertical plates, and two ends of the other reinforcing plate are respectively connected with the two energy dissipation flat plates.
8. An energy dissipating structure according to claim 1, characterized in that: the support assembly further comprises a rectangular panel, and the rectangular panel is arranged between the two support vertical plates and is vertically connected with the support vertical plates and the connecting flat plate.
9. An energy dissipating structure according to claim 8, wherein: and a rib plate is also arranged between the rectangular panel and the connecting flat plate.
10. An energy dissipating wall comprising a wall body and an energy dissipating structure according to any one of claims 1 to 9 embedded in the wall body, the supporting risers extending in the height direction of the wall body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920891925.8U CN210127560U (en) | 2019-06-11 | 2019-06-11 | Energy dissipation structure and energy dissipation wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920891925.8U CN210127560U (en) | 2019-06-11 | 2019-06-11 | Energy dissipation structure and energy dissipation wall |
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| Publication Number | Publication Date |
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| CN210127560U true CN210127560U (en) | 2020-03-06 |
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| CN201920891925.8U Expired - Fee Related CN210127560U (en) | 2019-06-11 | 2019-06-11 | Energy dissipation structure and energy dissipation wall |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113107105A (en) * | 2021-04-18 | 2021-07-13 | 无锡太湖学院 | Damper arrangement and use method of concrete structure with energy dissipation and shock absorption functions |
| CN113123481A (en) * | 2021-04-16 | 2021-07-16 | 无锡太湖学院 | Concrete structure based on energy dissipation and shock absorption and reinforcing method |
-
2019
- 2019-06-11 CN CN201920891925.8U patent/CN210127560U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113123481A (en) * | 2021-04-16 | 2021-07-16 | 无锡太湖学院 | Concrete structure based on energy dissipation and shock absorption and reinforcing method |
| CN113107105A (en) * | 2021-04-18 | 2021-07-13 | 无锡太湖学院 | Damper arrangement and use method of concrete structure with energy dissipation and shock absorption functions |
| CN113107105B (en) * | 2021-04-18 | 2022-06-10 | 无锡太湖学院 | Damper with energy dissipation and shock absorption for concrete structure and arrangement and use method thereof |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200306 Termination date: 20210611 |
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| CF01 | Termination of patent right due to non-payment of annual fee |