CN109296084A - A kind of squash type energy consumption friction rubber support - Google Patents
A kind of squash type energy consumption friction rubber support Download PDFInfo
- Publication number
- CN109296084A CN109296084A CN201811198879.XA CN201811198879A CN109296084A CN 109296084 A CN109296084 A CN 109296084A CN 201811198879 A CN201811198879 A CN 201811198879A CN 109296084 A CN109296084 A CN 109296084A
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- CN
- China
- Prior art keywords
- lead
- constraint
- friction plate
- extrusion ball
- rubber
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
-
- 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
- E04B1/36—Bearings or like supports allowing movement
-
- 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
-
- 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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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The present invention relates to a kind of squash type energy consumption friction rubber supports, belong to shock-damping energy-dissipating field.It include: lead-rubber extrusion ball, concrete bearing, concrete grating, constraint gusset, constraint deckle board, outer hoop plate, crescent shape friction plate, rectangle friction plate, external friction plate, the lead-rubber extrusion ball is solid sphere shape, using arrangement symmetrical above and below, lead-rubber extrusion ball is placed in concrete grating, constraint gusset is placed between the lead-rubber extrusion ball and concrete grating of left and right edges two sides, and constraint deckle board is placed between the lead-rubber extrusion ball and concrete grating of non-left and right edges two sides；The configuration of the present invention is simple, energy consumption effect is excellent, deformation is big, it will not be damaged by geological process, it can be the constraint of building element not acted on by horizontal earthquake while shaking dissipation energy, the problems such as with good practicability, product has substantive distinguishing features and the marked improvement of protrusion compared to existing technologies, can be effectively solved building aseismicity.
Description
Technical field
The invention belongs to shock-resistant and energy-dissipating fields, more particularly to a kind of squash type energy consumption friction rubber support.
Background technique
Seismic isolation technology is by the way that substructure and superstructure are being built in horizontal direction shock isolation system (i.e. Seismic Isolation of Isolation Layer) setting
Between, geological process power is absorbed with biggish Seismic Isolation of Isolation Layer relative displacement, extends building self-vibration period, increases and damps, in reduction
The geological process of portion's structure, to reduce major structure of construction and the destruction of non-structural element elastoplasticity.Meanwhile it being completed both at home and abroad
The component of shock-insulation building its Seismic Isolation of Isolation Layer generally use vibration isolator rubber bearing (referred to as " shock isolating pedestal ").Isolation structure comparison
Traditional anti-seismic structure can protect interior of building personnel safety to a greater degree, more effective to protect inside plant and equipment instrument
Device reduces property loss.Shock-isolation building construction is the shock design requirement in order to realize building structure, and formed each component it
Between combining form, generally can without calculate.Isolation structure core is that the processing of shock insulation seam, design should ensure that the upper of building
Portion's structure and substructure or grade and shock-insulation building building adjacent thereto or structures are completely disengaged, make Seismic Isolation of Isolation Layer water
Translation is moved unrestricted.
Summary of the invention
In order to solve the above-mentioned technical problems, the present invention provides a kind of squash type energy consumption friction rubber supports, are mainly
Develop that a kind of structure is simple, and energy consumption effect is excellent, deformation is big, not by ground while being the vibration dissipation energy of building element
The rubber support of horizontal force constraint is shaken, product has substantive distinguishing features and the marked improvement of protrusion compared to existing technologies,
The problems such as can be effectively solved building aseismicity.
The technical solution adopted by the invention is as follows:
A kind of squash type energy consumption friction rubber support, comprising: lead-rubber extrusion ball, concrete bearing, concrete grating, constraint
Gusset, constraint deckle board, outer hoop plate, crescent shape friction plate, rectangle friction plate, external friction plate, the lead-rubber extrusion ball are real
The heart is spherical, and using arrangement symmetrical above and below, lead-rubber extrusion ball is placed in concrete grating, the lead for retractable pencil of left and right edges two sides
Constraint gusset, the lead-rubber extrusion ball and concrete of non-left and right edges two sides are placed between rubber extruded ball and concrete grating
Constraint deckle board is placed between grid；The constraint gusset be it is equilateral rectangular-shaped, be fixed on concrete grating on the outside of two right-angle sides,
The lead-rubber extrusion ball of left and right edges two sides is tangential on the inside of two right-angle sides；The constraint deckle board is Jiong word shape, thirdly outside side
Concrete grating is fixed in side, and the lead-rubber extrusion ball of non-left and right edges two sides is tangential on the inside of constraint three side of deckle board；It is described
Crescent shape friction plate is that a quarter is circular, and crescent shape friction plate is arranged in outside the lead-rubber extrusion ball of left and right edges two sides
Side, crescent shape friction plate inner ring are tangential on the lead-rubber extrusion ball of left and right edges two sides, crescent shape friction plate there are height with
The consistent groove of external friction plate height；The rectangle friction plate is arranged in above concrete bearing, rectangle friction plate long side with it is non-
The lead-rubber extrusion ball of left and right edges two sides is tangent, and there are height and the consistent groove of external friction plate height for rectangle friction plate；
The external friction plate is class rectangle shape, and quadrangle is rounded corners, one circle outer hoop plate of external friction plate surrounding arrangement.
Further, the constraint gusset side length is consistent with the lead-rubber of left and right edges two sides extruding bulb diameter, constraint
It is 20 ~ 30mm that gusset is embedded in depth in concrete bearing in advance.
Further, the diameter of the lead-rubber extrusion ball is higher than the height that constraint deckle board is higher by concrete bearing
20mm。
Further, three edge lengths of the constraint deckle board are consistent, and constraint deckle board side length and lead-rubber squeeze bulb diameter one
It causes, it is 20 ~ 30mm that constraint deckle board is embedded in depth in concrete bearing in advance.
Further, the crescent shape friction plate interior diameter is consistent with lead-rubber extruding bulb diameter, crescent shape friction plate
Overall diameter is 1.5 times that lead-rubber squeezes bulb diameter.
Beneficial effects of the present invention:
The configuration of the present invention is simple, energy consumption effect is excellent, and deformation is big, will not be damaged by geological process, can be the shake of building element
The constraint not acted on by horizontal earthquake while dynamic dissipation energy has good practicability, and product is compared to existing technologies
Substantive distinguishing features and marked improvement with protrusion, the problems such as can be effectively solved building aseismicity.
Detailed description of the invention
Fig. 1 is squash type of the present invention energy consumption friction rubber bearing structure illustration.
Fig. 2 is squash type of the present invention energy consumption friction rubber bearing structure illustration.
In figure, 1 is lead-rubber extrusion ball；2 be concrete bearing；3 be concrete grating；4 be constraint gusset；5 be about
Beam deckle board；6 be outer hoop plate；7 be crescent shape friction plate；8 be rectangle friction plate；9 be external friction plate.
Specific embodiment
In order to further illustrate the present invention, the present invention is described in detail with reference to the accompanying drawings and embodiments, but not
They can be interpreted as limiting the scope of the present invention.
Embodiment: as shown in Figure 1, 2, a kind of squash type energy consumption friction rubber support of the present invention, comprising: lead-rubber squeezes
Ball 1, concrete bearing 2, concrete grating 3, constraint gusset 4, constraint deckle board 5, outer hoop plate 6, crescent shape friction plate 7, rectangle rub
Wiping board 8, external friction plate 9,
The lead-rubber extrusion ball 1 is solid sphere shape, and using arrangement symmetrical above and below, lead-rubber extrusion ball 1 is placed in mixed
In solidifying soil grid 3, constraint gusset 4, a non-left side are placed between the lead-rubber extrusion ball 1 and concrete grating 3 of left and right edges two sides
Constraint deckle board 5 is placed between the lead-rubber extrusion ball 1 and concrete grating 3 of right hand edge two sides；The constraint gusset 4 is equilateral
It is rectangular-shaped, it is fixed on concrete grating 3 on the outside of two right-angle sides, the lead for retractable pencil rubber of left and right edges two sides is tangential on the inside of two right-angle sides
Glue extrusion ball 1；The constraint deckle board 5 is Jiong word shape, thirdly concrete grating 3 is fixed on the outside of side, on the inside of constraint 5 three side of deckle board
It is tangential on the lead-rubber extrusion ball 1 of non-left and right edges two sides；The crescent shape friction plate 7 is that a quarter is circular, crescent moon
Shape friction plate 7 is arranged in 1 outside of lead-rubber extrusion ball of left and right edges two sides, and 7 inner ring of crescent shape friction plate is tangential on left and right
The lead-rubber extrusion ball 1 of both sides of edges, there are height and the 9 consistent groove of height of external friction plate for crescent shape friction plate 7；It is described
Rectangle friction plate 8 is arranged in 2 top of concrete bearing, and 8 long side of rectangle friction plate and the lead-rubber of non-left and right edges two sides squeeze
Pressure ball 1 is tangent, and there are height and the 9 consistent groove of height of external friction plate for rectangle friction plate 8；The external friction plate 9 is class rectangle
Shape, quadrangle are rounded corners, 9 surrounding of external friction plate arrangement, one circle outer hoop plate 6.
Constraint 4 side length of gusset is consistent with 1 diameter of lead-rubber extrusion ball of left and right edges two sides, and constraint gusset 4 is pre-
Being embedded in depth in concrete bearing 2 is 20 ~ 30mm；The diameter of lead-rubber extrusion ball 1 is higher by concrete bearing than constraint deckle board 5
The high 20mm of 2 height；It is consistent to constrain 5 three edge lengths of deckle board, constraint 5 side length of deckle board is consistent with 1 diameter of lead-rubber extrusion ball, about
It is 20 ~ 30mm that beam deckle board 5 is embedded in depth in concrete bearing 2 in advance；7 interior diameter of crescent shape friction plate and lead-rubber extrusion ball 1
Diameter is consistent, and 7 overall diameter of crescent shape friction plate is 1.5 times of 1 diameter of lead-rubber extrusion ball.
The above is only a preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, various improvements and modifications may be made without departing from the principle of the present invention, these improvements and modifications are also answered
It is considered as protection scope of the present invention.
Claims (5)
- The friction rubber support 1. a kind of squash type consumes energy, comprising: lead-rubber extrusion ball (1), concrete bearing (2), concrete Grid (3), constraint deckle board (5), outer hoop plate (6), crescent shape friction plate (7), rectangle friction plate (8), rubs at constraint gusset (4) outside Wiping board (9), it is characterised in that:The lead-rubber extrusion ball (1) is solid sphere shape, and using arrangement symmetrical above and below, lead-rubber extrusion ball (1) is placed In concrete grating (3), constraint is placed between the lead-rubber extrusion ball (1) and concrete grating (3) of left and right edges two sides Gusset (4) places constraint deckle board (5) between the lead-rubber extrusion ball (1) and concrete grating (3) of non-left and right edges two sides； The constraint gusset (4) be it is equilateral rectangular-shaped, be fixed on concrete grating (3) on the outside of two right-angle sides, phase on the inside of two right-angle sides It is cut in the lead-rubber extrusion ball (1) of left and right edges two sides；The constraint deckle board (5) is Jiong word shape, thirdly being fixed on the outside of side Concrete grating (3), constraint (5) three side of deckle board inside are tangential on the lead-rubber extrusion ball (1) of non-left and right edges two sides；It is described Crescent shape friction plate (7) is that a quarter is circular, and the lead-rubber that crescent shape friction plate (7) is arranged in left and right edges two sides squeezes On the outside of pressure ball (1), crescent shape friction plate (7) inner ring is tangential on the lead-rubber extrusion ball (1) of left and right edges two sides, and crescent shape rubs There are height and the consistent groove of external friction plate (9) height for wiping board (7)；The rectangle friction plate (8) is arranged in concrete bearing (2) top, rectangle friction plate (8) long side and the lead-rubber extrusion ball (1) of non-left and right edges two sides are tangent, rectangle friction plate (8) there are height and the consistent groove of external friction plate (9) height；The external friction plate (9) is class rectangle shape, and quadrangle is fallen for circle Angle, one circle outer hoop plate (6) of external friction plate (9) surrounding arrangement.
- 2. a kind of squash type energy consumption friction rubber support according to claim 1, it is characterised in that: the constraint gusset (4) Side length is consistent with lead-rubber extrusion ball (1) diameter of left and right edges two sides, and constraint gusset (4) is embedded in concrete bearing (2) in advance Interior depth is 20 ~ 30mm.
- 3. a kind of squash type energy consumption friction rubber support according to claim 1, it is characterised in that: the lead-rubber squeezes The diameter of ball (1) is 20mm higher than the height that constraint deckle board (5) is higher by concrete bearing (2).
- 4. a kind of squash type energy consumption friction rubber support according to claim 1, it is characterised in that: the constraint deckle board (5) Three edge lengths are consistent, and constraint deckle board (5) side length is consistent with lead-rubber extrusion ball (1) diameter, and constraint deckle board (5) is embedded in coagulation in advance The interior depth of native support (2) is 20 ~ 30mm.
- 5. a kind of squash type energy consumption friction rubber support according to claim 1, it is characterised in that: the crescent shape friction plate (7) interior diameter is consistent with lead-rubber extrusion ball (1) diameter, and crescent shape friction plate (7) overall diameter is lead-rubber extrusion ball (1) 1.5 times of diameter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811198879.XA CN109296084A (en) | 2018-10-15 | 2018-10-15 | A kind of squash type energy consumption friction rubber support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811198879.XA CN109296084A (en) | 2018-10-15 | 2018-10-15 | A kind of squash type energy consumption friction rubber support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109296084A true CN109296084A (en) | 2019-02-01 |
Family
ID=65162553
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811198879.XA Withdrawn CN109296084A (en) | 2018-10-15 | 2018-10-15 | A kind of squash type energy consumption friction rubber support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109296084A (en) |
-
2018
- 2018-10-15 CN CN201811198879.XA patent/CN109296084A/en not_active Withdrawn
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20190201 |