CN110847401B - Shock insulation structure based on masonry structure building - Google Patents
Shock insulation structure based on masonry structure building Download PDFInfo
- Publication number
- CN110847401B CN110847401B CN201911008277.8A CN201911008277A CN110847401B CN 110847401 B CN110847401 B CN 110847401B CN 201911008277 A CN201911008277 A CN 201911008277A CN 110847401 B CN110847401 B CN 110847401B
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- Prior art keywords
- shock insulation
- vertical
- seismic isolation
- building
- plate
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building 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
- 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
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2002/0256—Special features of building elements
- E04B2002/028—Spacers between building elements
- E04B2002/0282—Separate spacers
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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
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2002/0256—Special features of building elements
- E04B2002/028—Spacers between building elements
- E04B2002/0284—Spacers between building elements forming a unity with the building elements
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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)
- Vibration Prevention Devices (AREA)
Abstract
The invention discloses a seismic isolation structure based on masonry structure buildings, which comprises seismic isolation blocks; the shock insulation block comprises a shock insulation seat, a shock insulation plate is arranged above the shock insulation seat, the shock insulation plate is fixedly connected with a vertical plate, and bricks are built on the upper side and the lower side of the shock insulation plate. According to the invention, the shock insulation blocks with the soil-shaped cross sections and the vertical filling through grooves and the horizontal filling through grooves are arranged, so that the shock insulation blocks are tightly integrated and fixed with the built wall body, the shock insulation effect is ensured, the stability of the built wall body is ensured, and the shock insulation effect and the safety of the building are improved.
Description
Technical Field
The invention relates to the field of seismic isolation structures of block buildings, in particular to a seismic isolation structure based on masonry structure buildings.
Background
The seismic isolation technology is also called damping seismic isolation technology. Is called as one of the most important achievements of the world seismic engineering in 40 years by American seismic experts. The earthquake isolation is to isolate the earthquake, and the earthquake isolation device is arranged at the base or a certain position of the building and the structure to isolate or dissipate earthquake energy so as to avoid or reduce the transmission of the earthquake energy to the upper structure and reduce the vibration reaction of the structure, so that the building only generates slight movement and deformation, thereby ensuring the safety of the building during the earthquake.
The traditional shock insulation structure solves the shock insulation and seismic resistance problems of high-rise buildings, but the brick building of a low floor does not have a good shock insulation structure, and meanwhile, the shock insulation structure of the traditional low floor is complex and is not tight enough to be connected with a building wall body, so that the stability of the wall body is influenced.
Disclosure of Invention
The invention aims to provide a seismic isolation structure based on masonry structure buildings, and aims to solve the problems in the background technology.
In order to achieve the purpose, the invention provides the following technical scheme:
a seismic isolation structure based on masonry structure building comprises seismic isolation blocks; the shock insulation blocks comprise shock insulation seats, shock insulation plates are arranged above the shock insulation seats, the shock insulation plates are vertically and fixedly connected with vertical plates, and brick blocks are built on the upper sides and the lower sides of the shock insulation plates; the shock insulation board has been seted up vertical logical groove of filling, and vertical logical inslot of filling is filled and is formed with vertical concrete adhesive linkage, vertical board is equipped with a plurality of horizontal logical grooves of filling that the equidistance distributes, horizontal logical inslot of filling is filled and is formed with horizontal concrete adhesive linkage.
As a further scheme of the invention: the shock insulation block is a rubber block with a soil-shaped section.
As a further scheme of the invention: the lower end face of the shock insulation seat is bonded with a building foundation through plant ash slurry.
As a further scheme of the invention: the vertical plate, the shock insulation plate and the shock insulation seat are integrally formed.
Compared with the prior art, the invention has the beneficial effects that: through being equipped with the cross-section and being "native" style of calligraphy and being equipped with vertical jar of leading to of pouring and transversely pouring the shock insulation piece that leads to the groove for shock insulation piece is fixed with the inseparable set of wall body of building by laying bricks or stones, guarantees when guaranteeing the shock insulation effect and builds the stability of wall body self by laying bricks or stones, improves the security of shock insulation effect and building.
Drawings
FIG. 1 is a schematic cross-sectional structure diagram of a seismic isolation structure based on a masonry structure building;
FIG. 2 is a perspective view of seismic isolation blocks in a seismic isolation structure of a masonry structure-based building;
fig. 3 is an enlarged view of a point a in fig. 1.
In the figure: 1-building foundation; 2-shock insulation blocks; 201-shock insulation seat; 202-seismic isolation plate; 203-vertical perfusion through grooves; 204-vertical plate; 205-transverse perfusion through grooves; 3-brick block; 4-transverse concrete bonding layer; 5-vertical concrete bonding layer.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. 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.
Example 1
Referring to fig. 1-3, in an embodiment of the present invention, a seismic isolation structure based on a masonry structure building includes seismic isolation blocks 2; the shock insulation blocks 2 are rubber blocks with the cross sections in the shape of the Chinese character 'tu', each shock insulation block 2 comprises a shock insulation seat 201, and the lower end face of each shock insulation seat 201 is bonded with the building foundation 1 through plant ash slurry; shock insulation seat 201 top is equipped with shock insulation board 202, the vertical board 204 of the perpendicular fixedly connected with of shock insulation board 202, vertical board 204, shock insulation board 202 and shock insulation seat 201 integrated into one piece, the side is built by laying bricks or stones 3 about shock insulation board 202, shock insulation board 202 has seted up vertical pouring and has led to groove 203, it is formed with vertical concrete adhesive linkage 5 to pour into in the groove 203 to lead to vertically pour into, vertical concrete adhesive linkage 5 bonds 3 of the fragment of brick of vertical building by laying bricks or stones as an organic whole, make and build the wall body and have better stability, 2 nestings of shock insulation piece are built by laying bricks or stones in the wall body lower part simultaneously, form a whole with the wall body of building, better shock insulation.
Example 2
This example differs from example 1 in that: the vertical plate 204 is provided with a plurality of transverse filling through grooves 205 distributed at equal intervals, transverse concrete bonding layers 4 are formed in the transverse filling through grooves 205 in a filling mode, the transverse concrete bonding layers 4 are used for bonding and fixing transverse masonry bricks 3, the stability of fixing of shock insulation blocks and a masonry wall body is further improved, the shock insulation effect is guaranteed, and the stability of the masonry wall body is improved.
The following are specifically mentioned: the building foundation and the brick block in the application are the prior art; the seismic isolation block with the soil-shaped section and provided with the vertical filling through groove and the transverse filling through groove is the innovation point of the seismic isolation block; through being equipped with the cross-section and being "native" style of calligraphy and being equipped with vertical jar of leading to of pouring and transversely pouring the shock insulation piece that leads to the groove for shock insulation piece is fixed with the inseparable set of wall body of building by laying bricks or stones, guarantees when guaranteeing the shock insulation effect and builds the stability of wall body self by laying bricks or stones, improves the security of shock insulation effect and building.
It will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or essential attributes thereof. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (2)
1. A seismic isolation structure based on masonry structure building comprises seismic isolation blocks (2); the shock insulation block (2) is characterized by comprising a shock insulation seat (201), a shock insulation plate (202) is arranged above the shock insulation seat (201), the shock insulation plate (202) is vertically and fixedly connected with a vertical plate (204), and bricks (3) are built on the upper side and the lower side of the shock insulation plate (202); the shock insulation board (202) has been seted up vertical through groove (203) that fills, and vertical through inslot (203) that fills is formed with vertical concrete adhesive linkage (5), vertical board (204) are equipped with a plurality of horizontal logical groove (205) that fill that the equidistance distributes, horizontal through inslot (205) that fills is formed with horizontal concrete adhesive linkage (4), shock insulation piece (2) are the rubber block of "soil" style of calligraphy for the cross-section, vertical board (204), shock insulation board (202) and shock insulation seat (201) integrated into one piece.
2. The seismic isolation structure based on masonry structure building according to claim 1, characterized in that the lower end face of the seismic isolation base (201) is bonded with a building foundation (1) through plant cement mortar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911008277.8A CN110847401B (en) | 2019-10-22 | 2019-10-22 | Shock insulation structure based on masonry structure building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911008277.8A CN110847401B (en) | 2019-10-22 | 2019-10-22 | Shock insulation structure based on masonry structure building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110847401A CN110847401A (en) | 2020-02-28 |
| CN110847401B true CN110847401B (en) | 2021-04-09 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201911008277.8A Active CN110847401B (en) | 2019-10-22 | 2019-10-22 | Shock insulation structure based on masonry structure building |
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| Country | Link |
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| CN (1) | CN110847401B (en) |
Family Cites Families (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU5725394A (en) * | 1992-10-13 | 1994-05-09 | Ushers Inc. | Improved aggregates, and apparatus and method for making same |
| JPH11351323A (en) * | 1998-06-10 | 1999-12-24 | Nikku Shohin Kaihatsu Center:Kk | Earthquake resistant fixing device and earthquake resistant fixing structure using same |
| CN203583969U (en) * | 2013-11-28 | 2014-05-07 | 石河子大学 | Building compounding with frost heaving resistance and shock insulation |
| CN203846634U (en) * | 2014-04-24 | 2014-09-24 | 山东农业大学 | Seismic isolation building with mortise-and-tenon superposed energy-dissipating ring beam |
| CN105256909B (en) * | 2015-09-07 | 2017-11-14 | 云南震安减震科技股份有限公司 | A kind of shock insulation rubber bearing and preparation method thereof |
| CN106401002A (en) * | 2016-11-22 | 2017-02-15 | 华侨大学 | Earthquake-isolating structure and earthquake-isolating method for stone masonry structure |
| CN207314957U (en) * | 2017-09-05 | 2018-05-04 | 劳希君 | A kind of isolation structure being used in low layer brick-and-concrete buildings |
| CN109024709A (en) * | 2018-07-23 | 2018-12-18 | 绿山高科建设科技有限公司 | A kind of architectural vibration-insulation denoising structure |
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- 2019-10-22 CN CN201911008277.8A patent/CN110847401B/en active Active
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| CN110847401A (en) | 2020-02-28 |
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