CN114737696A - Vertical prefabricated shock attenuation wall structure - Google Patents
Vertical prefabricated shock attenuation wall structure Download PDFInfo
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- CN114737696A CN114737696A CN202210417815.4A CN202210417815A CN114737696A CN 114737696 A CN114737696 A CN 114737696A CN 202210417815 A CN202210417815 A CN 202210417815A CN 114737696 A CN114737696 A CN 114737696A
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
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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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
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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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
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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
- 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
- E04H9/024—Structures with steel columns and beams
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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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2406—Connection nodes
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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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2418—Details of bolting
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention provides a vertical prefabricated damping wall structure which comprises a frame, wherein a damping wall plate group formed by sequentially arranging a plurality of vertical wall plates is installed in the frame, the top end and the bottom end of the damping wall plate group are connected with the frame in an inserting mode, a damping layer is arranged between every two adjacent vertical wall plates, the damping wall plate group formed by sequentially arranging the vertical wall plates is arranged in the frame, and the damping layer is arranged between every two adjacent vertical wall plates, so that the capacity of the wall body for absorbing earthquakes in the length direction can be improved, the additional rigidity and the constraint effect of the wall body on the frame structure can be effectively reduced, the energy consumption capacity of the frame structure is improved, and the wall body is prevented from being damaged by tension.
Description
Technical Field
The invention relates to the technical field of damping wall structure design, in particular to a vertical prefabricated damping wall structure.
Background
The frame structure design usually treats the infill wall as a non-structural member, does not consider the additional rigidity and constraint effect of the infill wall on the main structure, and carries out certain reduction on the structural period. However, a large number of tests show that under the action of an earthquake, the filler wall, the frame beam and the frame column are a common stress system, and the damage and the collapse of the filler wall seriously threaten the safety of lives and properties of people. Therefore, the influence of the filler wall on the overall earthquake resistance of the structure is considered in the design of the frame structure, the additional rigidity and the constraint effect of the filler wall on the frame structure are reduced, and the filler wall is prevented from being damaged or even collapsed, so that the method is an important way for improving the overall earthquake resistance of the structure.
At present, the damping wallboard ensures that the structure exerts a damping mechanism, and the assembled wallboard generally adopts concrete or mortar with lower strength grade, so that the wallboard is easy to be damaged by tension under the pulling of a connecting piece; and the shock-absorbing wall panel has insufficient capacity of absorbing seismic energy in the length direction.
Disclosure of Invention
The invention aims to provide a vertical prefabricated damping wall structure which can improve the capacity of a wall body for absorbing seismic energy in the length direction and avoid tensile damage to the wall structure.
The invention provides a vertical prefabricated damping wall structure which comprises a frame, wherein a damping wall plate group formed by sequentially arranging a plurality of vertical wall plates is arranged in the frame, the top end and the bottom end of the damping wall plate group are connected with the frame in an inserted manner, and a damping layer is arranged between every two adjacent vertical wall plates.
Further, the frame includes back timber, floorbar and two frame post, the back timber with the floorbar is parallel to each other, the back timber with the both ends of floorbar all with frame post fixed connection.
Furthermore, the bottom of back timber with the top of floorbar all is fixed with a plurality of with the T type connecting piece of vertical wallboard one-to-one, the top of vertical wallboard and bottom all be equipped with T type connecting piece bottom complex spacing groove.
Furthermore, one side of the vertical wallboard is provided with an inserting strip, and the other side of the vertical wallboard is provided with an inserting groove corresponding to the inserting strip.
Furthermore, the inserting strip and the inserting groove are both in a trapezoidal structure, and the inserting strip and the inserting groove are mutually matched.
Furthermore, the frame is inside the both sides of shock attenuation wallboard group are equipped with first connecting piece and second connecting piece respectively, one side that first connecting piece is close to shock attenuation wallboard group is equipped with the grafting strip, one side that the second connecting piece is close to shock attenuation wallboard group is equipped with the inserting groove, one side that shock attenuation wallboard was kept away from to first connecting piece with one side that shock attenuation wallboard was kept away from to the second connecting piece all with frame post fixed connection.
Furthermore, the second connecting piece is formed by laminating two symmetrical mounting plates.
Furthermore, the second connecting piece is formed by the laminating of four mounting panels of mutual symmetry, the volume of mounting panel does 1/4 of second connecting piece volume.
Furthermore, the shock attenuation wallboard includes the vertical wallboard that a plurality of set up side by side, and every two are adjacent be equipped with the buffer layer between the vertical wallboard.
Further, the shock-absorbing layer is made of SBS coiled materials or prefabricated low-strength mortar.
According to the technical scheme, the vertical prefabricated damping wall structure is provided, the damping wall plate group formed by sequentially arranging the vertical wall plates is arranged in the frame, and the damping layer is arranged between every two adjacent vertical wall plates, so that the capacity of the wall body for absorbing earthquakes in the length direction can be improved, the additional rigidity and the constraint effect of the wall body on the frame structure can be effectively reduced, the energy consumption capacity of the frame structure is improved, and the wall body is prevented from being damaged by tension.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, and it is obvious that the drawings in the following description are some embodiments of the present invention, and other drawings can be obtained by those skilled in the art without creative efforts.
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic view of the structure of the vertical wall panel of the present invention;
fig. 3 is a schematic structural view of a first connecting member in embodiment 1 of the present invention;
fig. 4 is a schematic structural view of a second connecting member in embodiment 1 of the present invention;
FIG. 5 is a schematic view of the structure of the shock-absorbing shell according to the present invention;
FIG. 6 is a schematic structural view of a T-shaped connector according to the present invention;
fig. 7 is a schematic structural view of a first connecting member in embodiment 2 of the present invention;
fig. 8 is a schematic structural view of a second connecting member in embodiment 2 of the present invention;
description of reference numerals: 1-top beam, 2-bottom beam, 3-frame column, 4-first connecting piece, 5-vertical wallboard, 6-second connecting piece, 7-flexible filling material, 8-shock absorbing layer, 9-T type connecting piece, 10-splicing bar, 11-splicing groove, 12-limiting groove and 13-notch.
Detailed Description
The technical solutions of the present invention will be described clearly and completely with reference to the following embodiments, and it should be understood that the described embodiments are some, but not all, embodiments of the present invention. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", and the like, indicate orientations and positional relationships based on those shown in the drawings, and are used only for convenience of description and simplicity of description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be considered as limiting the present invention.
Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, features defined as "first" and "second" may explicitly or implicitly include one or more of the described features. In the description of the present invention, "a plurality" means two or more unless specifically defined otherwise. Furthermore, the terms "mounted," "connected," and "connected" are to be construed broadly and may, for example, be fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in a specific case to those of ordinary skill in the art.
Example 1
As shown in fig. 1-6, a vertical prefabricated damping wall structure comprises a frame, wherein a damping wall plate group formed by sequentially arranging a plurality of vertical wall plates 5 is installed in the frame, the frame comprises a top beam 1, a bottom beam 2 and two frame columns 3, the top beam 1 and the bottom beam 2 are parallel to each other, and two ends of the top beam 1 and the bottom beam 2 are fixedly connected with the frame columns 3.
The bottom of back timber 1 and the top of floorbar 2 all are fixed with the T type connecting piece 9 of a plurality of and vertical wallboard 5 one-to-one, and the top and the bottom of vertical wallboard 5 all are equipped with T type connecting piece 9 bottom complex spacing groove 12, make the top and the bottom of shock attenuation wallboard group all with frame plug-in connection. Bolt holes are reserved in the T-shaped connecting piece 9, the T-shaped connecting piece 9 is fixed at the bottom end of the top beam 1 and the top end of the bottom beam 2 through bolts during installation, and the T-shaped connecting piece 9 is inserted into the limiting groove 12. T type connecting piece 9 and vertical wallboard 5's plug-in connection can prevent that the wallboard unit from taking place the displacement out of the plane, guarantees that the reciprocating motion in-process of whole wallboard unit when the earthquake is difficult for taking place the instability out of the plane, moreover, the top and the bottom of every vertical wallboard 5 correspond respectively and set up a T type connecting piece 9, make to be connected between vertical wallboard 5 and the frame firm like this.
Be equipped with buffer layer 8 between per two adjacent vertical wallboard 5, form vertical wallboard 5, buffer layer 8 is installed in turn and is arranged, vertical wallboard 5 has not only been protected like this and can not collide each other when lateral displacement, lead to the wall body to bump badly, and simultaneously, such arrangement can also the shock-absorbing capacity of full play buffer layer 8 material, 8 multiple layout of buffer layer on seismic direction make the shock-absorbing wall have more levels to the absorption of energy, single vertical wallboard 5 also can not bear too big seismic energy, can protect whole shock-absorbing wall plate group not damaged in the earthquake.
The vertical wall boards 5 are not arranged along the whole length of the damping wall board group in the length direction, so that the rigidity of the single vertical wall board 5 in the length direction is higher than that of the traditional single wall board arranged along the whole length of the wall board group, and the multiple arrangement of the vertical wall boards 5 can effectively reduce the cracking damage of the damping wall board group in the middle of the wall body along the height direction in the earthquake, and increase the shock resistance of the wall body.
One side of the vertical wall plate 5 is provided with an inserting strip 10, the other side of the vertical wall plate 5 is provided with an inserting groove 11 corresponding to the inserting strip 10, and the inserting strip 10 and the inserting groove 11 are both in a trapezoidal structure and are mutually matched. And inside both sides at the shock attenuation wallboard group of frame are equipped with first connecting piece 4 and second connecting piece 6 respectively, and one side that first connecting piece 4 is close to the shock attenuation wallboard group is equipped with grafting strip 10, and one side that second connecting piece 6 is close to the shock attenuation wallboard group is equipped with inserting groove 11, and one side that shock attenuation wallboard was kept away from to first connecting piece 4 and one side that shock attenuation wallboard was kept away from to second connecting piece 6 all with frame post 3 fixed connection. The arrangement of the first connecting piece 4 and the second connecting piece 6 can ensure the reliability of the connection between the damping wall plate group and the frame, and the stability of the damping wall plate group is enhanced.
All the welding of four inside corners of frame has the angle steel, the top and the bottom of one side that shock attenuation wallboard group was kept away from to first connecting piece 4 all are equipped with the notch 13 that agrees with the angle steel, the top and the bottom of one side that shock attenuation wallboard group was kept away from to second connecting piece 6 are equipped with notch 13 that agrees with the angle steel equally, the top and the bottom of first connecting piece 4 and second connecting piece 6 are fixed through bolt and angle steel, the plane on the angle steel is hugged closely in notch 13 department.
Second connecting piece 6 is formed by the mounting panel laminating of two mutual symmetries, and the volume of mounting panel is half of the 6 volumes of second connecting piece, uses during the installation for building glue with both adhesion component complete second connecting piece 6, can reduce the last installation degree of difficulty of damper wall board group.
The damping wallboard comprises a plurality of vertical wallboards 5 arranged side by side, and a damping layer 8 is arranged between every two adjacent vertical wallboards 5; the damping layer 8 is made of SBS coiled material or low-strength mortar, and both have the advantages of stable shearing strength and low price.
Wherein the clearance between shock attenuation wallboard group and first connecting piece 4 and the second connecting piece 6 to and the clearance between shock attenuation wallboard group and back timber 1 and the floorbar 2 adopt flexible filler material 7 to fill, and is specific: the flexible filling material 7 may be a polyurethane foaming agent. The flexible filling material 7 is arranged, so that the horizontal and vertical displacement of the damping wall plate group can be avoided, the direct collision with the first connecting piece 4, the second connecting piece 6, the top beam 1 and the bottom beam 2 is avoided, and the damping wall plate group and the frame are protected from being damaged.
Example 2
As shown in fig. 7 to 8, the present embodiment is different from embodiment 1 in technical features: the second connecting piece 6 is formed by jointing four mutually symmetrical mounting plates, and the volume of the mounting plates is 1/4 of the volume of the second connecting piece 6; in order to adapt to installation conditions of different sites, such as the situation that a single connecting piece is too large and is inconvenient to install and hoist, the first connecting piece 4 and the second connecting piece 6 can be simultaneously divided from the middle part, so that the first connecting piece 4 is changed into two identical parts, and the second connecting piece 6 is changed into four symmetrical parts. The rest of the structure of this embodiment is completely the same as that of embodiment 1, and is not described herein again.
A method for installing a vertical prefabricated damping wall structure specifically comprises the following steps:
step 1: the first connecting member 4 is installed. With frame post 3 clean up, then with first connecting piece 4 corresponding position lay for bolt hole on the first connecting piece 4 corresponds the bolt hole on the frame post 3, then ties first connecting piece 4 with the bolt.
Step 2: and installing a flexible filling layer. Firstly, cleaning the surface of the inserting strip 10 on the first connecting piece 4, then uniformly coating the surface of the inserting strip 10 of the first connecting piece 4 with building glue, bonding the prefabricated flexible filling layer on the surface of the inserting strip 10 of the first connecting piece 4 corresponding to a good position, and waiting for the glue to be reliably connected.
And step 3: and (5) installing the vertical wall plate 5 and the shock absorption layer 8. Cleaning the upper and lower surfaces of the top beam 1, the bottom beam 2 and the vertical wall plate 5 and the limiting groove 12, placing the T-shaped connecting piece 9 connected with the bottom beam 2 on the bottom beam 2 at the corresponding position, then the T-shaped connecting piece 9 is tightly bolted with the bottom beam 2 by bolts, then the T-shaped connecting piece 9 used for connecting the top beam 1 is inserted into a limiting groove 12 on the upper surface of the vertical wall plate 5 to be hoisted, then the vertical wall plate 5 is hoisted into the frame by using hoisting equipment, so that the splicing strips 10 of the vertical wall plate 5 are tightly attached in the splicing grooves 11 of the first connecting piece 4, and the limiting groove 12 on the lower surface of the vertical wall plate 5 is connected with the corresponding T-shaped connecting piece 9 on the bottom beam 2 in an inserting way, and then, after the upper T-shaped connecting piece 9 corresponds to the position, the T-shaped connecting piece 9 and the top beam 1 are fastened by bolts, and the prefabricated damping layer 8 is adhered to one side of the inserting strip 10 of the vertical wall plate 5. And then installing the next vertical wallboard 5, and sequentially and alternately installing all the vertical wallboards 5 and the damping layers 8.
And 4, step 4: and installing a flexible filling layer. The surface of one side of the inserting strip 10 of the vertical wallboard 5 is cleaned up, then the surface of the inserting strip 10 is uniformly coated with the building glue, the flexible filling layer is bonded to the inserting strip 10 of the vertical wallboard 5 in a corresponding position relation, and the connection of the glue is reliable.
And 5: the second connector 6 is installed. Hoist and mount mounting panel to frame inside, make a plurality of mounting panel correspond positional relationship, and evenly coat the glue for building on the plane of mounting panel laminating each other, constitute a complete second connecting piece 6 with the mounting panel, and make the inserting groove 11 of second connecting piece 6 hug closely in the inserting groove 11 of adjacent vertical wallboard 5, and require bolt hole on the second connecting piece 6 to carry out fixed mounting with second connecting piece 6 to correspond the bolt hole on the good frame post 3.
The damping wall structure can improve the assembly rate of the damping wall and the frame structure, can also improve the capacity of the wall for absorbing seismic energy in the length direction, has a certain heat preservation and insulation effect, can effectively reduce the additional rigidity and the constraint effect of the wall on the frame structure, and increases the energy consumption capacity of the frame structure, thereby avoiding the wallboard unit from being damaged by tension and collapsing out of plane. The damping wallboard frame connection structure also has full prefabrication, is convenient and quick to install, can realize timely replacement of the wallboard unit and the connecting piece even if the wallboard is damaged by an earthquake, and can quickly recover the normal use function of a building.
Finally, it should be noted that: the above embodiments are only used to illustrate the technical solution of the present invention, and not to limit the same; while the invention has been described in detail and with reference to the foregoing embodiments, it will be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some or all of the technical features may be equivalently replaced; and the modifications or the substitutions do not make the essence of the corresponding technical solutions depart from the scope of the technical solutions of the embodiments of the present invention.
Claims (10)
1. The utility model provides a vertical prefabricated shock attenuation wall structure, its characterized in that, includes the frame, install the shock attenuation wallboard group who forms by the vertical wallboard of a plurality of arranges in proper order in the frame, the top and the bottom of shock attenuation wallboard group all with frame plug-in connection, per two is adjacent be equipped with the buffer layer between the vertical wallboard.
2. The vertically prefabricated shock absorbing wall structure according to claim 1, wherein said frame comprises a top beam, a bottom beam and two frame columns, said top beam and said bottom beam are parallel to each other, and both ends of said top beam and said bottom beam are fixedly connected with said frame columns.
3. The vertical prefabricated damping wall structure according to claim 2, wherein a plurality of T-shaped connecting pieces corresponding to the vertical wall boards one by one are fixed at the bottom ends of the top beams and the top ends of the bottom beams, and limiting grooves matched with the bottom ends of the T-shaped connecting pieces are formed in the top ends and the bottom ends of the vertical wall boards.
4. The vertical prefabricated shock-absorbing wall structure according to claim 3, wherein one side of the vertical wall panel is provided with an insertion strip, and the other side of the vertical wall panel is provided with an insertion groove corresponding to the insertion strip.
5. The vertically prefabricated shock absorbing wall structure of claim 4, wherein said plug strips and said plug grooves are both trapezoidal in structure, and said plug strips and said plug grooves are engaged with each other.
6. The vertical prefabricated shock absorbing wall structure according to claim 5, wherein a first connecting piece and a second connecting piece are respectively arranged on two sides of the shock absorbing wall plate group in the frame, the inserting strip is arranged on one side, close to the shock absorbing wall plate group, of the first connecting piece, the inserting groove is arranged on one side, close to the shock absorbing wall plate group, of the second connecting piece, and one side, far away from the shock absorbing wall plate, of the first connecting piece and one side, far away from the shock absorbing wall plate, of the second connecting piece are fixedly connected with the frame column.
7. The vertically prefabricated shock absorbing wall structure according to claim 6, wherein said second connecting member is formed by attaching two mounting plates which are symmetrical to each other.
8. The vertical prefabricated shock absorption wall structure according to claim 6, wherein the second connecting piece is formed by attaching four mutually symmetrical mounting plates, and the volume of the mounting plates is 1/4 of the volume of the second connecting piece.
9. The vertical prefabricated shock absorbing wall structure according to claim 1, wherein the shock absorbing wall panel comprises a plurality of vertical wall panels arranged side by side, and a shock absorbing layer is arranged between every two adjacent vertical wall panels.
10. The vertically prefabricated shock absorbing wall structure of claim 1, wherein said shock absorbing layer is made of SBS coil or low strength mortar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210417815.4A CN114737696A (en) | 2022-04-20 | 2022-04-20 | Vertical prefabricated shock attenuation wall structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210417815.4A CN114737696A (en) | 2022-04-20 | 2022-04-20 | Vertical prefabricated shock attenuation wall structure |
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| CN114737696A true CN114737696A (en) | 2022-07-12 |
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| CN202210417815.4A Pending CN114737696A (en) | 2022-04-20 | 2022-04-20 | Vertical prefabricated shock attenuation wall structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115126125A (en) * | 2022-07-29 | 2022-09-30 | 甘肃建投土木工程建设集团有限责任公司 | Flexible metal energy-consumption connecting device for partition wall of multi-story and high-rise building and construction method |
| WO2024124735A1 (en) * | 2022-12-13 | 2024-06-20 | 华南理工大学 | Anti-seismic and shock-absorbing cooperative prefabricated infill wallboard-frame structure and construction method |
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| CN213805987U (en) * | 2020-11-05 | 2021-07-27 | 广州大学 | Assembled shock attenuation wall body frame construction |
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2022
- 2022-04-20 CN CN202210417815.4A patent/CN114737696A/en active Pending
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| FR2520413A1 (en) * | 1982-01-26 | 1983-07-29 | Calafel Claude | Panels for constructing walls - comprise insulating cores which are reinforced and interconnected by horizontal and vertical members |
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| CN110080429A (en) * | 2019-04-29 | 2019-08-02 | 广州大学 | A kind of assembled shock absorption wall structure connecting structure and its construction method |
| EP3779101A1 (en) * | 2019-08-16 | 2021-02-17 | Flexandrobust Systems Spolka z o.o. | The method of anti-seismic protection of frames and filling walls in frame buildings |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN115126125A (en) * | 2022-07-29 | 2022-09-30 | 甘肃建投土木工程建设集团有限责任公司 | Flexible metal energy-consumption connecting device for partition wall of multi-story and high-rise building and construction method |
| CN115126125B (en) * | 2022-07-29 | 2023-08-25 | 甘肃建投土木工程建设集团有限责任公司 | Flexible metal energy consumption connecting device for multi-high-rise building partition wall and construction method |
| WO2024124735A1 (en) * | 2022-12-13 | 2024-06-20 | 华南理工大学 | Anti-seismic and shock-absorbing cooperative prefabricated infill wallboard-frame structure and construction method |
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