CN116180814A - Foundation anti-seismic structure of building engineering - Google Patents
Foundation anti-seismic structure of building engineering Download PDFInfo
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- CN116180814A CN116180814A CN202111420739.4A CN202111420739A CN116180814A CN 116180814 A CN116180814 A CN 116180814A CN 202111420739 A CN202111420739 A CN 202111420739A CN 116180814 A CN116180814 A CN 116180814A
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/08—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against transmission of vibrations or movements in the foundation soil
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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
- E04H9/022—Bearing, supporting or connecting constructions specially adapted for such buildings and comprising laminated structures of alternating elastomeric and rigid layers
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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
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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
- E04H9/0237—Structural braces with damping devices
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/14—Geometrical or physical properties resilient or elastic
- E02D2200/146—Springs
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0001—Rubbers
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0026—Metals
- E02D2300/0029—Steel; Iron
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- Emergency Management (AREA)
- Business, Economics & Management (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- General Engineering & Computer Science (AREA)
- Paleontology (AREA)
- Mining & Mineral Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a foundation anti-seismic structure of a building engineering, which relates to the technical field of the building engineering, in particular to the foundation anti-seismic structure of the building engineering. This building engineering's basic shock-resistant structure, through setting up friction damper, because left side friction steel sheet and right side friction steel sheet are in the same place with each other superposeing, can produce great frictional force, when the ground takes place to shake about, the ground can drive right side piston post and remove, utilizes the energy that the mutual friction offset ground shakes and produces between right side friction steel sheet and the left side friction steel sheet.
Description
Technical Field
The invention relates to the technical field of constructional engineering, in particular to a basic anti-seismic structure of constructional engineering.
Background
The building engineering is the engineering entity for planning, surveying, designing and constructing, completing and installing the building and its matched line, pipeline and equipment. Also referred to as construction projects of various houses and buildings, also referred to as construction workload, wherein "house construction" refers to projects with top covers, beams, walls, foundations and capable of forming an internal space, which meet the demands of people for production, living, learning and public activities.
In recent years, global earthquakes frequently occur, so that great economic loss and casualties are caused, when an earthquake occurs, the strength, the height and the earthquake resistance of a building determine whether the building collapses, whether the house collapses and whether the damage to personnel in and around the building is caused, and in order to reduce the earthquake loss, the improvement of the earthquake resistance of the building and the construction quality of the building are very necessary, so that a basic earthquake-resistant structure of a building engineering is provided.
Disclosure of Invention
Aiming at the defects of the prior art, the invention provides a basic earthquake-resistant structure for building engineering, and solves the problems in the background art.
In order to achieve the above purpose, the invention is realized by the following technical scheme: the utility model provides a foundation anti-seismic structure of building engineering, includes the base, the top fixedly connected with movable groove of base, the foundation has been placed to the inside of movable groove, the both sides fixedly connected with friction damper of foundation, friction damper is including casing, left side piston post, right side piston post, left side piston post and right side piston post activity cup joint the both ends at the casing, left side piston post and right side piston post cross joint are in the same place, the bottom fixedly connected with base plate of foundation, the top fixedly connected with energy-absorbing seat of base plate, the energy-absorbing seat is including center post, steel sheet subassembly, energy-absorbing rubber, movable steel sleeve, center post fixedly connected with is at the top of base plate, the externally mounted of center post has steel sheet subassembly, install energy-absorbing rubber between the steel sheet subassembly, movable steel sleeve cup joints the outside at the center post, the top fixedly connected with top cap of energy-absorbing seat, fixed mounting has the shock-absorbing pole between top cap and the base plate, the shock-absorbing pole is including last mount pad, last, down the body of rod is installed at the bottom of rod is cup jointed to the body, the shock-absorbing spring is installed down to the body is cup jointed to the inside the body, the shock-absorbing spring is fixed to the bottom the body.
Optionally, a guide rod is fixedly connected in the movable groove, the guide rod is movably sleeved in the foundation, and the number of the guide rods is three.
Optionally, the right-hand member fixedly connected with left side friction steel sheet of left side piston post, the left end fixedly connected with right side friction steel sheet of right side piston post, left side friction steel sheet and right side friction steel sheet are in the same place to block the machine in turn, the left end and the activity of movable groove of left side piston post cup joint together, the right-hand member and the ground activity of right side piston post cup joint together.
Optionally, the spout has all been seted up to the inside of left side friction steel sheet and right side friction steel sheet and is aligned each other, the inside fixedly connected with gag lever post of casing, the gag lever post is pegged graft in the inside of spout.
Optionally, the steel plate assembly comprises a first steel plate and a second steel plate, the first steel plate is fixedly connected to the outside of the center column, the second steel plate is fixedly connected to the inner wall of the movable steel sleeve, the first steel plate and the second steel plate are alternately distributed, and the energy absorbing rubber is located between the first steel plate and the second steel plate.
Optionally, the inside fixedly connected with center body of rod of lower body of rod, center body of rod activity cup joints in the inside of upper body of rod the damping spring two is installed at the top of center body of rod.
Optionally, the upper mounting seat is movably sleeved at the top of the upper rod body, and the lower mounting seat is movably sleeved at the bottom of the lower rod body.
Optionally, the anti-seismic column comprises a column body, a damping spring III and a guide column, wherein the column body is fixedly arranged at the top of the base plate, the damping spring III is arranged in the column body, the guide column is movably sleeved at the top of the column body, and the top of the guide column is movably sleeved with the bottom of the connecting rod.
The invention provides a basic earthquake-resistant structure for building engineering, which has the following beneficial effects:
1. this building engineering's basic earthquake-resistant structure, through setting up friction damper, because left side friction steel sheet and right side friction steel sheet are in the same place the mutual stack, can produce great frictional force, when the ground takes place to shake about, the ground can drive right side piston post and remove, utilizes the mutual friction between right side friction steel sheet and the left side friction steel sheet to offset the energy that the ground shakes and produces, reduces the influence that vibrations produced the ground, improves the shock resistance of ground.
2. According to the basic anti-seismic structure of the building engineering, the energy-absorbing seat is arranged, when vertical vibration is generated, the movable steel sleeve can drive the steel plate I to move downwards, so that energy-absorbing rubber between the steel plate I and the steel plate II is compressed, deformation of the energy-absorbing rubber is utilized to absorb the energy of the vertical vibration, and the influence of the vertical vibration is reduced.
3. This building engineering's basic earthquake-resistant structure uses through the cooperation of antidetonation pole and antidetonation post, utilizes antidetonation pole and antidetonation post to support the top cap, has improved the stability of basis, when producing vibrations, goes up the body of rod and can be in the inside of lower body of rod telescopic movement to compress damping spring one and damping spring two, reduce the influence that vibrations produced, the guide pillar can be at the inside telescopic movement of cylinder simultaneously, further absorbs energy to vibrations.
Drawings
FIG. 1 is a schematic diagram of the structure of the present invention;
FIG. 2 is a schematic diagram of the structure of the movable trough of the present invention;
FIG. 3 is a schematic view of the structure of the friction damper of the present invention;
FIG. 4 is a schematic diagram of an energy absorber seat according to the present invention;
fig. 5 is a schematic structural view of the shock resistant rod of the present invention.
In the figure: 1. a base; 2. a movable groove; 3. a guide rod; 4. a foundation; 5. a friction damper; 51. a housing; 52. a left piston column; 521. a left friction steel plate; 53. a right piston post; 531. right friction steel plate; 54. a chute; 55. a limit rod; 6. a substrate; 7. an energy absorption seat; 71. a center column; 72. a steel plate assembly; 721. a first steel plate; 722. a second steel plate; 73. energy-absorbing rubber; 74. a movable steel sleeve; 8. a top cover; 9. an anti-vibration rod; 91. an upper mounting seat; 92. an upper rod body; 93. a lower rod body; 94. a center rod body; 95. a damping spring I; 96. damping spring II; 97. a lower mounting seat; 10. an anti-seismic column; 101. a column; 102. damping springs III; 103. a guide post; 11. and (5) connecting a rod.
Detailed Description
The following description of the embodiments of the present invention will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present invention, but not all embodiments.
Referring to fig. 1, 2 and 3, the present invention provides a technical solution: a foundation anti-seismic structure for constructional engineering comprises a base 1, wherein the top of the base 1 is fixedly connected with a movable groove 2, the inside of the movable groove 2 is fixedly connected with a guide rod 3, the guide rod 3 is movably sleeved in a foundation 4, the number of the guide rods 3 is three, the guide rod 3 can limit the foundation 4 by sleeving the guide rod 3 in the foundation 4, the foundation 4 is prevented from moving up and down, the foundation 4 is placed in the movable groove 2, the two sides of the foundation 4 are fixedly connected with friction dampers 5, the friction dampers 5 comprise a shell 51, a left piston column 52 and a right piston column 53, the left piston column 52 and the right piston column 53 are movably sleeved at two ends of the shell 51, the left piston column 52 and the right piston column 53 are in cross joint, the right end of the left piston column 52 is fixedly connected with a left friction steel plate 521, the left end of the right piston column 53 is fixedly connected with a right friction steel plate 531, the left friction steel plate 521 and the right friction steel plate 531 are alternatively clamped together, and by arranging the friction damper 5, as the left friction steel plate 521 and the right friction steel plate 531 are mutually overlapped to generate larger friction force, when the foundation 4 vibrates left and right, the foundation 4 drives the right piston post 53 to move, the energy generated by the vibration of the foundation 4 is counteracted by the mutual friction between the right friction steel plate 531 and the left friction steel plate 521, the influence of the vibration on the foundation 4 is reduced, the left end of the left piston post 52 is movably sleeved with the movable groove 2, the right end of the right piston post 53 is movably sleeved with the foundation 4, the inner parts of the left friction steel plate 521 and the right friction steel plate 531 are respectively provided with the slide groove 54 and are mutually aligned, the inner part of the shell 51 is fixedly connected with the limiting rod 55, the limiting rod 55 is spliced in the slide groove 54, through setting up the cooperation of spout 54 and gag lever post 55 and using, spout 54 is the elongated slot form for can produce relative movement between left side friction steel sheet 521 and the right side friction steel sheet 531 in certain within range, gag lever post 55 restricts left side friction steel sheet 521 and right side friction steel sheet 531 simultaneously, avoids left side friction steel sheet 521 and right side friction steel sheet 531 to break away from each other.
Referring to fig. 1 and 4, a base plate 6 is fixedly connected to the bottom of a foundation 4, an energy absorbing seat 7 is fixedly connected to the top of the base plate 6, the energy absorbing seat 7 comprises a center column 71, a steel plate component 72, energy absorbing rubber 73 and a movable steel sleeve 74, the center column 71 is fixedly connected to the top of the base plate 6, the steel plate component 72 is mounted on the outer side of the center column 71, the energy absorbing rubber 73 is mounted between the steel plate components 72, when the energy absorbing seat 7 is arranged, when vertical vibration occurs, the movable steel sleeve 74 drives the steel plate 721 to move downwards, thereby compressing the energy absorbing rubber 73 between the steel plate 721 and the steel plate 722, the deformation of the energy absorbing rubber 73 is utilized to absorb the energy of the vertical vibration, the influence of the vertical vibration is reduced, the steel plate component 72 comprises the steel plate 721 and the steel plate two 722, the steel plate 721 is fixedly connected to the outer side of the center column 71, the steel plate two 722 are fixedly connected to the inner wall of the movable steel sleeve 74, the steel plate 721 and the steel plate two 722 are alternately distributed, the rubber 73 is located between the steel plate 721 and the steel plate two 722, the energy absorbing rubber 73 is designed into a laminated structure, the energy absorbing rubber 73 is arranged between each layer and each layer of the steel plate 721 is provided with the energy absorbing rubber 73, the energy absorbing rubber 73 can be uniformly dispersed to the energy absorbing rubber 73 and the energy absorbing the energy is uniformly distributed on the top of the steel 73, and the top of the vibration is repeatedly connected to the center 73, and the outside due to the deformation of the vibration is capable to be convenient to be deformed and deformed by the stress to be connected to the stress to the top to the rubber 73 and the stress to the upper and the stress is more than the stress to the stress and the energy absorbing rubber 73.
Referring to fig. 1 and 5, an anti-vibration rod 9 is fixedly installed between the top cover 8 and the base plate 6, the anti-vibration rod 9 comprises an upper installation seat 91, an upper rod body 92, a lower rod body 93 and a lower installation seat 97, the upper rod body 92 is movably sleeved on the inner portion of the lower rod body 93, a central rod body 94 is fixedly connected with the inner portion of the lower rod body 93, a damping spring II 96 is installed on the top of the central rod body 94 in the inner portion of the upper rod body 92, the anti-vibration rod 9 is arranged to support the top cover 8, stability of a foundation is improved, when vibration occurs, the upper rod body 92 can do telescopic motion in the inner portion of the lower rod body 93, so that the damping spring I95 and the damping spring II 96 are compressed, influence caused by vibration is reduced, the damping spring I95 is installed in the inner portion of the lower rod body 93, the upper installation seat 91 is movably sleeved on the top portion of the upper rod body 92, the upper installation seat 91 is fixedly installed on the bottom of the top cover 8, the lower installation seat 97 is movably sleeved on the bottom of the lower rod body 93, and the lower installation seat 97 is fixedly connected on the top of the base plate 6.
Referring to fig. 1 and 5, a connecting rod 11 is movably sleeved on the side surface of the anti-vibration rod 9, an anti-vibration column 10 is movably sleeved at the bottom of the connecting rod 11, the anti-vibration column 10 is fixedly mounted at the top of the base plate 6, the connecting rod 11 can play a supporting role on the anti-vibration rod 9 through the connecting rod 11, vibration pressure borne by the anti-vibration rod 9 can be dispersed, the load of the anti-vibration rod 9 is lightened, the anti-vibration column 10 comprises a column body 101, a damping spring three 102 and a guide column 103, the column body 101 is fixedly mounted at the top of the base plate 6, the damping spring three 102 is mounted in the column body 101, the guide column 103 is movably sleeved at the top of the column body 101, the top of the guide column 103 is movably sleeved with the bottom of the connecting rod 11, and by arranging the anti-vibration column 10, the guide column 103 can stretch and move in the column body 101 when vibration is generated, the damping spring three 102 is compressed, and vibration is further absorbed.
In summary, when the foundation 4 vibrates left and right, the foundation 4 drives the right piston post 53 to move, the energy generated by the vibration of the foundation 4 is offset by the mutual friction between the right friction steel plate 531 and the left friction steel plate 521, the influence of the left and right vibration on the foundation 4 is reduced, when the vertical vibration is generated, the movable steel sleeve 74 drives the steel plate one 721 to move downwards, thereby compressing the energy absorbing rubber 73 between the steel plate one 721 and the steel plate two 722, the deformation of the energy absorbing rubber 73 is utilized to absorb the energy of the vertical vibration, the influence of the vertical vibration is reduced, the top cover 8 is supported by the vibration absorbing rod 9 and the vibration absorbing post 10, the stability of the foundation is improved, the upper rod 92 can do telescopic motion in the lower rod 93 when the vibration is generated, thereby compressing the first damping spring 95 and the second damping spring 96, reducing the influence of the vibration, meanwhile, the connecting rod 11 compresses the guide post 103 downwards, and the guide post 103 is further telescopic moved in the inner part of the guide post 101.
In the description of the present invention, it should be noted that, directions or positional relationships indicated by terms such as "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc., are based on directions or positional relationships shown in the drawings, are merely for convenience of description and simplification of description, and do not indicate or imply that the apparatus or element to be referred to must have a specific direction, be constructed and operated in the specific direction, and thus should not be construed as limiting the present invention; the terms "first," "second," "third," and the like, are used for descriptive purposes only and are not to be construed as indicating or implying relative importance, and furthermore, unless explicitly specified and limited otherwise, the terms "mounted," "connected," "coupled," and the like are to be construed broadly, and may be fixedly coupled, detachably coupled, or integrally coupled, for example; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present invention will be understood in specific cases by those of ordinary skill in the art. Moreover, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
The present invention is not limited to the above-mentioned embodiments, and any person skilled in the art, based on the technical solution of the present invention and the inventive concept thereof, can be replaced or changed within the scope of the present invention.
Claims (8)
1. The utility model provides a basic earthquake-resistant structure of building engineering, includes base (1), its characterized in that: the top fixedly connected with movable groove (2) of base (1), foundation (4) has been placed to the inside of movable groove (2), the both sides fixedly connected with friction damper (5) of foundation (4), friction damper (5) are including casing (51), left side piston post (52), right side piston post (53), the both ends at casing (51) are cup jointed in the activity of left side piston post (52) and right side piston post (53), left side piston post (52) and right side piston post (53) cross joint are in the same place, the bottom fixedly connected with base plate (6) of foundation (4), the top fixedly connected with energy-absorbing seat (7) of base plate (6), energy-absorbing seat (7) are including center post (71), steel sheet subassembly (72), rubber (73), movable steel sleeve (74), center post (71) fixed connection is at the top of base plate (6), the externally mounted steel sheet subassembly (72) of center post (71), install steel sheet subassembly (73) between rubber subassembly (72), energy-absorbing seat (8) are cup jointed in the outside of top cap (8), the utility model discloses a shock-resistant structure for the automobile, including top cap (8) and base plate (6), fixed mounting has antidetonation pole (9) between top cap (8) and base plate (6), antidetonation pole (9) are including last mount pad (91), go up body of rod (92), lower body of rod (93), mount pad (97) down, go up body of rod (92) activity and cup joint in the inside of lower body of rod (93), the internally mounted of lower body of rod (93) has damping spring one (95), connecting rod (11) have been cup jointed in the side activity of antidetonation pole (9), antidetonation post (10) have been cup jointed in the bottom activity of connecting rod (11), antidetonation post (10) fixed mounting is at the top of base plate (6).
2. A basic earthquake-resistant structure for construction works according to claim 1, wherein: the movable groove (2) is fixedly connected with a guide rod (3), the guide rod (3) is movably sleeved in the foundation (4), and the number of the guide rods (3) is three.
3. A basic earthquake-resistant structure for construction works according to claim 1, wherein: the left end of the left piston column (52) is fixedly connected with a left friction steel plate (521), the left end of the right piston column (53) is fixedly connected with a right friction steel plate (531), the left friction steel plate (521) and the right friction steel plate (531) are alternately clamped together, the left end of the left piston column (52) is movably sleeved with the movable groove (2), and the right end of the right piston column (53) is movably sleeved with the foundation (4).
4. A basic earthquake-resistant structure for construction works according to claim 3, wherein: the sliding grooves (54) are formed in the left friction steel plate (521) and the right friction steel plate (531) and are aligned with each other, a limiting rod (55) is fixedly connected to the inside of the shell (51), and the limiting rod (55) is inserted into the sliding grooves (54).
5. A basic earthquake-resistant structure for construction works according to claim 1, wherein: the steel plate assembly (72) comprises a first steel plate (721) and a second steel plate (722), the first steel plate (721) is fixedly connected to the outside of the central column (71), the second steel plate (722) is fixedly connected to the inner wall of the movable steel sleeve (74), the first steel plate (721) and the second steel plate (722) are alternately distributed, and the energy absorbing rubber (73) is located between the first steel plate (721) and the second steel plate (722).
6. A basic earthquake-resistant structure for construction works according to claim 1, wherein: the inside fixedly connected with center body of rod (94) of lower body of rod (93), center body of rod (94) activity cup joints in the inside of upper body of rod (92) damping spring two (96) are installed at the top of center body of rod (94).
7. A basic earthquake-resistant structure for construction works according to claim 1, wherein: the upper mounting seat (91) is movably sleeved at the top of the upper rod body (92), and the lower mounting seat (97) is movably sleeved at the bottom of the lower rod body (93).
8. A basic earthquake-resistant structure for construction works according to claim 1, wherein: the anti-seismic column (10) comprises a column body (101), a damping spring III (102) and a guide column (103), wherein the column body (101) is fixedly arranged at the top of a base plate (6), the damping spring III (102) is arranged in the column body (101), the guide column (103) is movably sleeved at the top of the column body (101), and the top of the guide column (103) is movably sleeved with the bottom of a connecting rod (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111420739.4A CN116180814A (en) | 2021-11-26 | 2021-11-26 | Foundation anti-seismic structure of building engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111420739.4A CN116180814A (en) | 2021-11-26 | 2021-11-26 | Foundation anti-seismic structure of building engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN116180814A true CN116180814A (en) | 2023-05-30 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202111420739.4A Pending CN116180814A (en) | 2021-11-26 | 2021-11-26 | Foundation anti-seismic structure of building engineering |
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| Country | Link |
|---|---|
| CN (1) | CN116180814A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117513650A (en) * | 2023-12-19 | 2024-02-06 | 河北佳涛建筑工程有限公司 | Assembled antidetonation steel construction |
-
2021
- 2021-11-26 CN CN202111420739.4A patent/CN116180814A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117513650A (en) * | 2023-12-19 | 2024-02-06 | 河北佳涛建筑工程有限公司 | Assembled antidetonation steel construction |
| CN117513650B (en) * | 2023-12-19 | 2024-09-17 | 上海绍禹建筑安装工程有限公司 | Assembled antidetonation steel construction |
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