CN112095824A - Shock-absorbing structure is consolidated to building - Google Patents
Shock-absorbing structure is consolidated to building Download PDFInfo
- Publication number
- CN112095824A CN112095824A CN201910526007.XA CN201910526007A CN112095824A CN 112095824 A CN112095824 A CN 112095824A CN 201910526007 A CN201910526007 A CN 201910526007A CN 112095824 A CN112095824 A CN 112095824A
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- stress
- spring
- fixedly connected
- foundation column
- damping
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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
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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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- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention belongs to the technical field of buildings, in particular to a building reinforcing and damping structure which comprises a foundation column, a damping mechanism arranged below the foundation column and walls arranged at two sides of the damping mechanism, wherein two sides of the foundation column are fixedly connected with stress plates, the outer walls of the stress plates are fixedly connected with fixed plates, the outer sides of the fixed plates of the stress plates are fixedly connected with supporting rods, second springs penetrate through the middle parts of the supporting rods, the stress plates can bear shaking force generated when the foundation column shakes, the second springs further relieve vibration force generated when the foundation column is subjected to external vibration, so that the foundation column is ensured to be more stable, a plurality of damping springs arranged in parallel in a damping cavity can further bear the pressure of the foundation column and can also bear the vibration force generated when the foundation column is subjected to external vibration, and a third spring in the damping mechanism can further bear the vibration force, the cavity is further fixed through the stress rod, and the wall body is fixed with the stress rod through the fixing nails, so that the bearing capacity is increased.
Description
Technical Field
The invention relates to the technical field of buildings, in particular to a building reinforcing and damping structure.
Background
The building reinforcing and shock-absorbing structure is generally composed of a foundation column, a shock-absorbing mechanism arranged below the foundation column and wall bodies arranged on two sides of the shock-absorbing mechanism.
The building can be collapsed because of some external factors in the building, for example, earthquake, and people can take some framework to fix the basis of building usually, but current building reinforcement shock-absorbing structure can not be through setting up the bracing piece in both sides and set up damper below the basis and come the shock attenuation.
Disclosure of Invention
The invention provides a building reinforcing and shock-absorbing structure, and aims to solve the problem that the existing building reinforcing and shock-absorbing structure cannot absorb shock by arranging support rods on two sides and arranging a shock-absorbing mechanism below a foundation.
The invention is realized in such a way, the building reinforcing and damping structure comprises a foundation column, a damping mechanism arranged below the foundation column and walls arranged on two sides of the damping mechanism, stress plates are fixedly connected to two sides of the foundation column, a fixed plate is fixedly connected to the outer wall of each stress plate, a supporting rod is fixedly connected to the outer side of each fixed plate of each stress plate, and a second spring penetrates through the middle of each supporting rod;
the utility model discloses a damping mechanism, including foundation pillar, damping mechanism, third spring, stress rod, foundation pillar's below fixedly connected with damping chamber, the inside of damping chamber is provided with a plurality of parallel arrangement's damping spring, damping mechanism's internally mounted has the third spring the both sides fixedly connected with stress rod of third spring, the one end of stress rod extends to damping mechanism's outside and with the piece of wall body is fixed with the staple.
Preferably, a groove is formed in the stress plate and the fixing plate, and a first spring is installed in the groove.
Preferably, the supporting seat is fixedly connected to the upper portion of one side, close to the wall body, of the stress rod, and the shock absorption pad is arranged above the supporting seat.
Preferably, the upper end surface of the shock pad is fixedly connected with one end of the supporting rod.
Preferably, a baffle is fixed on the left side of the stress rod close to the supporting seat, and a fourth spring is installed between the baffle and the outer wall of the damping mechanism.
Preferably, stressed nails are fixed below the interior of the damping mechanism and positioned on two sides of the third spring.
Preferably, the bottom of the stress plate is fixedly connected with the upper end face of the damping cavity.
Compared with the prior art, the invention has the beneficial effects that:
1. this kind of building reinforcement shock-absorbing structure can bear the foundation pillar through the atress board and shake the power of producing when rocking, further alleviates the foundation pillar through the second spring and receive the vibrations power that produces when external vibrations to guarantee more firm of foundation pillar.
2. This kind of shock-absorbing structure is consolidated to building, the further pressure that bears the foundation post of the damping spring of a plurality of parallel arrangement through the inside setting of shock attenuation chamber to also can bear the shaking force that produces when the foundation post receives external shock, and can bear the shaking force through the inside third spring of damper further, through atress pole and then fixed cavity, fixed wall body and atress pole through the staple, and then increased the holding capacity.
3. This kind of building reinforcement shock-absorbing structure is seted up flutedly through the piece at atress board and fixed plate to internally mounted has first spring, and first spring is at recess parallel arrangement, and then when the foundation pillar received vibrations, the bracing piece can the holding power, and then can produce the extrusion between bracing piece and atress board and the fixed plate, and can control the extrusion through first spring, and then reduce the collision between atress board and fixed plate and the bracing piece.
4. This kind of shock-absorbing structure is consolidated to building, damper's inside below and the both sides that are located the third spring are fixed with the atress nail, with the atress nail fixed in the below ground, fix damper and ground through the atress nail, and then increased the holding capacity.
Drawings
The accompanying drawings, which are included to provide a further understanding of the invention and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention and together with the description serve to explain the principles of the invention and not to limit the invention. In the drawings:
FIG. 1 is an overall structural view of a building reinforcing and shock-absorbing structure according to the present invention;
FIG. 2 is an enlarged view of the invention at B in FIG. 1;
FIG. 3 is an enlarged view of A of FIG. 1 according to the present invention;
FIG. 4 is an enlarged view of C of FIG. 1 according to the present invention;
in the figure, 1, a pillar; 11. a fixing plate; 12. a groove; 13. a first spring; 2. a support bar; 21. a second spring; 22. a supporting seat; 23. a shock pad; 3. a stress plate; 4. a damping mechanism; 41. a third spring; 42. a stress beam; 43. a fourth spring; 44. fixing nails; 45. a stressed nail; 5. a wall body; 6. a damping chamber; 61. a shock absorbing spring.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is described in further detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
In the description of the present invention, it is to be understood that the terms "length", "width", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like, indicate orientations or positional relationships based on the orientations or positional relationships illustrated in the drawings, and are used merely for convenience in describing the present invention and for simplicity in description, and do not indicate or imply that the devices or elements referred to must have a particular orientation, be constructed in a particular orientation, and be operated, and thus, are not to be construed as limiting the present invention. Further, in the description of the present invention, "a plurality" means two or more unless specifically defined otherwise.
Referring to fig. 1-4, the present invention provides the following technical solutions: a building reinforcing and shock-absorbing structure comprises a foundation column 1, a shock-absorbing mechanism 4 arranged below the foundation column 1 and wall bodies 5 arranged at two sides of the shock-absorbing mechanism 4,
the foundation column 1 is further prevented from shaking by a damper mechanism 4 provided below the foundation column 1.
The two sides of the foundation column 1 are fixedly connected with stress plates 3, the outer walls of the stress plates 3 are fixedly connected with fixing plates 11, the outer sides of the fixing plates 11 of the stress plates 3 are fixedly connected with supporting rods 2, and second springs 21 penetrate through the middle parts of the supporting rods 2;
in this embodiment, can bear the shaking power that foundation column 1 produced when rocking through atress board 3 to be fixed with fixed plate 11 at the outer wall of atress board 3, be provided with bracing piece 2 in the both sides of fixed plate 11, the second spring 21 that the middle part of bracing piece 2 runs through, the vibrations power that foundation column 1 produced when receiving outside vibrations is further alleviated through second spring 21, thereby guarantees more firm of foundation column 1.
A damping cavity 6 is fixedly connected below the foundation column 1, a plurality of damping springs 61 arranged in parallel are arranged inside the damping cavity 6, a third spring 41 is arranged inside the damping mechanism 4, stress rods 42 are fixedly connected to two sides of the third spring 41 of the damping mechanism 4, a cavity is arranged outside the third spring 41, the outside of the cavity is fixedly connected with the stress rods 42, one end of each stress rod 42 extends to the outside of the damping mechanism 4, and a fixing nail 44 is fixed to a part of the wall body 5;
in this embodiment, the plurality of parallel damping springs 61 disposed inside the damping cavity 6 further bear the pressure of the foundation column 1, and can also bear the vibration force generated when the foundation column 1 is subjected to external vibration, and the third spring 41 disposed inside the damping mechanism 4 further can bear the vibration force, and the outside of the third spring 41 is provided with a cavity, and the outside of the cavity is fixedly connected with the stressed rod 42, and the cavity is further fixed by the stressed rod 42, and the wall 5 is fixed with the stressed rod 42 by the fixing nail 44, thereby increasing the bearing force.
Specifically, the stress plate 3 and the fixing plate 11 are provided with a groove 12, a first spring 13 is installed inside the groove 12,
in this embodiment, a groove 12 is formed through the stress plate 3 and the fixing plate 11, and the first spring 13 is installed inside the groove 12, and the first spring 13 is arranged in parallel to the groove 12, so that when the foundation pillar 1 is vibrated, the supporting rod 2 can bear the stress, and the supporting rod 2 and the stress plate 3 and the fixing plate 11 can be extruded, and the first spring 13 can be extruded left and right, so that the collision between the stress plate 3 and the fixing plate 11 and the supporting rod 2 can be reduced.
Specifically, the upper part of one side of the stress rod 42 close to the wall 5 is fixedly connected with a supporting seat 22, a shock pad 23 is arranged above the supporting seat 22,
in this embodiment, the shock absorbing pad 23 disposed above the supporting seat 22 can buffer the pressure of the supporting rod 2 on the force-bearing rod 42, so as to protect the force-bearing rod 42.
Specifically, the upper end surface of the shock pad 23 is fixedly connected with one end of the support rod 2.
Specifically, a baffle is fixed on the left side of the stress rod 42 close to the supporting seat 22, a fourth spring 43 is arranged between the baffle and the outer wall of the damping mechanism 4,
in this embodiment, the supporting seat 22 contacts with the baffle plate to increase the bearing capacity of the baffle plate, and when the baffle plate is shaken by the vibration, the fourth spring 43 will shake from side to side, thereby protecting the force-bearing rod 42 from the external force.
Specifically, the stress nail 45 is fixed on the two sides of the third spring 41 and below the inner portion of the damping mechanism 4, the stress nail 45 is fixed below the ground, and the damping mechanism 4 is fixed with the ground through the stress nail 45, so that the bearing capacity is increased.
Specifically, the bottom of the stress plate 3 is fixedly connected with the upper end face of the damping cavity 6.
The working principle is that the base column 1 relieves the vibration force generated when the base column 1 is vibrated externally through the support rods 2 at the two sides of the base column 1, thereby ensuring the more stable base column 1, the damping cavity 6 arranged below the base column 1 further bears the pressure, the damping cavity 6 is internally provided with a plurality of parallel damping springs 61, thereby reducing the impact force, the damping mechanism 4 arranged below the damping cavity 6 increases the bearing force, the damping mechanism 4 is internally provided with a third spring 41, the bearing force is increased through the third spring 41, the stress rods 42 at the two sides of the third spring 41 increase the pulling force at the two sides, the support seat 22 is contacted with the baffle plate, thereby increasing the bearing force of the baffle plate, when the base column is shaken by the vibration, the fourth spring 43 can sway left and right, thereby protecting the stress rods 42 from the damage of the external force, the stress nails 45 are fixed at the two sides of the third spring 41 below the inner part of the damping mechanism 4, the stress nail 45 is fixed below the ground, and the damping mechanism 4 is fixed with the ground through the stress nail 45, so that the bearing capacity is increased.
The present invention is not limited to the above preferred embodiments, and any modifications, equivalent substitutions and improvements made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (7)
1. The utility model provides a building reinforcement shock-absorbing structure, includes that damper (4) and setting that foundation column (1) and foundation column (1) below set up are in wall body (5) of damper (4) both sides, its characterized in that: stress plates (3) are fixedly connected to two sides of the foundation column (1), a fixing plate (11) is fixedly connected to the outer wall of each stress plate (3), a supporting rod (2) is fixedly connected to the outer side of each fixing plate (11) of each stress plate (3), and a second spring (21) penetrates through the middle of each supporting rod (2);
the below fixedly connected with shock attenuation chamber (6) of foundation column (1), the inside in shock attenuation chamber (6) is provided with a plurality of parallel arrangement's damping spring (61), the internally mounted of damper (4) has third spring (41), damper (4) the both sides fixedly connected with atress pole (42) of third spring (41), the one end of atress pole (42) extends to the outside of damper (4) and with the piece of wall body (5) is fixed with staple (44).
2. The structure of claim 1, wherein: a groove (12) is formed in the stress plate (3) and the fixing plate (11), and a first spring (13) is installed inside the groove (12).
3. The structure of claim 1, wherein: the stress rod (42) is close to the supporting seat (22) fixedly connected to the upper portion of one side of the wall body (5), and a damping pad (23) is arranged above the supporting seat (22).
4. The structure of claim 3, wherein: the upper end face of the shock pad (23) is fixedly connected with one end of the supporting rod (2).
5. The structure of claim 3, wherein: the left side that atress pole (42) is close to supporting seat (22) is fixed with the baffle, the baffle with install fourth spring (43) between the outer wall of damper (4).
6. The structure of claim 1, wherein: and stress nails (45) are fixed below the inner part of the damping mechanism (4) and positioned at two sides of the third spring (41).
7. The structure of claim 1, wherein: the bottom of the stress plate (3) is fixedly connected with the upper end face of the damping cavity (6).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201910526007.XA CN112095824A (en) | 2019-06-18 | 2019-06-18 | Shock-absorbing structure is consolidated to building |
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CN201910526007.XA CN112095824A (en) | 2019-06-18 | 2019-06-18 | Shock-absorbing structure is consolidated to building |
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CN112095824A true CN112095824A (en) | 2020-12-18 |
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CN201910526007.XA Pending CN112095824A (en) | 2019-06-18 | 2019-06-18 | Shock-absorbing structure is consolidated to building |
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Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20150035086A (en) * | 2013-09-27 | 2015-04-06 | 한국전력공사 | Seismic control brace device |
CN205877066U (en) * | 2016-07-18 | 2017-01-11 | 傅大伟 | Building electrical equipment vibration isolation installation device |
CN205935888U (en) * | 2016-08-11 | 2017-02-08 | 河北智恒达塔业有限公司 | Anemometer tower convenient to it is good to build steadiness performance |
CN206928454U (en) * | 2017-07-25 | 2018-01-26 | 新疆农业职业技术学院 | A kind of Multi-function earthquake-resistant building structure |
CN207110241U (en) * | 2017-08-07 | 2018-03-16 | 青岛义和钢构有限公司 | A kind of steel structure pillar construction |
CN109736606A (en) * | 2019-01-25 | 2019-05-10 | 国网甘肃省电力公司白银供电公司 | A kind of highly-safe distribution station |
-
2019
- 2019-06-18 CN CN201910526007.XA patent/CN112095824A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20150035086A (en) * | 2013-09-27 | 2015-04-06 | 한국전력공사 | Seismic control brace device |
CN205877066U (en) * | 2016-07-18 | 2017-01-11 | 傅大伟 | Building electrical equipment vibration isolation installation device |
CN205935888U (en) * | 2016-08-11 | 2017-02-08 | 河北智恒达塔业有限公司 | Anemometer tower convenient to it is good to build steadiness performance |
CN206928454U (en) * | 2017-07-25 | 2018-01-26 | 新疆农业职业技术学院 | A kind of Multi-function earthquake-resistant building structure |
CN207110241U (en) * | 2017-08-07 | 2018-03-16 | 青岛义和钢构有限公司 | A kind of steel structure pillar construction |
CN109736606A (en) * | 2019-01-25 | 2019-05-10 | 国网甘肃省电力公司白银供电公司 | A kind of highly-safe distribution station |
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Application publication date: 20201218 |