CN207260360U - A kind of Anti-seismic building structure - Google Patents
A kind of Anti-seismic building structure Download PDFInfo
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- CN207260360U CN207260360U CN201721194635.5U CN201721194635U CN207260360U CN 207260360 U CN207260360 U CN 207260360U CN 201721194635 U CN201721194635 U CN 201721194635U CN 207260360 U CN207260360 U CN 207260360U
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- Prior art keywords
- damper
- pedestal
- seat
- spring
- crossbeam
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Abstract
The utility model discloses a kind of Anti-seismic building structure, belongs to building field, including pedestal, column, crossbeam, pedestal damper, damper rod, crossbeam damper, and the pedestal is installed on the bottom of ground by pedestal damper；One end of the damper rod and the side wall of pedestal connect, and the other end of damper rod and the side wall of ground connect；The column lower end is fixedly mounted on the upper surface of pedestal, and the upper end of column is connected by crossbeam damper with crossbeam.The utility model can multidimensional antidetonation, effective dissipation earthquake vibrational energy caused by building construction, effectively improves the shock resistance of building.
Description
Technical field
Building field is the utility model is related to, more particularly to a kind of Anti-seismic building structure.
Background technology
Traditional construction structure shockproof mainly improves antidetonation energy using the intensity of increase load-bearing pillar, spandrel girder, load bearing wall
Power.But due to more than 7 grades of violent earthquake can produce including it is horizontal, the multi-dimensional vibration such as tilt, traditional Shock-proof for building structure without
Method absorbs and the energy of consumption vibration, and even if intensity, high be also easily damaged is caved in again.
Utility model content
To solve the deficiencies in the prior art, the utility model aims to provide a kind of Anti-seismic building structure, can multidimensional antidetonation,
Effective dissipation earthquake vibrational energy caused by building construction, effectively improves the shock resistance of building.
To reach above-mentioned purpose, the technical solution adopted in the utility model is as follows：
A kind of Anti-seismic building structure disclosed in the utility model, including pedestal, column, crossbeam, pedestal damper, damping
Bar, crossbeam damper, the pedestal are installed on the bottom of ground by pedestal damper；One end of the damper rod and pedestal
Side wall connects, and the other end of damper rod and the side wall of ground connect；The column lower end is fixedly mounted on the upper surface of pedestal, stands
The upper end of column is connected by crossbeam damper with crossbeam；
The pedestal damper includes connecting pole, the seat of honour, steel ball, spring a, lower seat, the lower surface of the lower seat and ground
Bottom surface be fixedly connected, the upper surface middle part of lower seat offers the groove being adapted to steel ball；Opened in the middle part of the lower surface at the seat of honour
Equipped with the groove being adapted to steel ball；The steel ball is placed between the groove of lower seat and the groove at the seat of honour；The spring a is placed in the seat of honour
Between lower seat, spring a has multiple, and spring a is evenly distributed on around steel ball；The upper surface of the connecting pole lower end and the seat of honour connects
Connect, the lower surface connection of connecting pole upper end and pedestal.
The combination of pedestal damper, damper rod, crossbeam damper, can the comprehensive seismic vibrational energy of dissipation,
Effectively improve the shock resistance of building；Wherein, the steel ball in pedestal damper can lower seat groove and the seat of honour groove it
Between roll, plus the support of spring a, the energy of the horizontal vibration that can effectively dissipate and oblique vibration；Damper rod is connected to pedestal
Between the side wall of ground, can effectively dissipate horizontal vibrational energy, avoid steel ball from deviating from from groove, further enhance anti-
Shake ability.
Preferably, the upper surface of the lower seat is equipped with the card slot being adapted to spring a；The upper surface at the seat of honour is equipped with connecting
Connect the locating slot of column adaptation.
Preferably, the crossbeam damper includes upper mounting plate, axostylus axostyle, axle sleeve, spring b, Limit screw, lower installation board,
The lower installation board is connected with column, and the upper mounting plate is connected with crossbeam；Pass through spring b between upper mounting plate and lower installation board
Connection；It is spacing by Limit screw between upper mounting plate and lower installation board；The lower end of the axle sleeve is fixedly connected with lower installation board,
The upper end of the axostylus axostyle is fixedly connected with upper mounting plate, and the lower end of axostylus axostyle is stretched into from the upper end of axle sleeve.Crossbeam damper can have
The vertical vibrational energy of effect dissipation, further enhances shock resistance.
Further, the axostylus axostyle, axle sleeve and spring b are coaxial, and axostylus axostyle, axle sleeve are located in spring b.Axostylus axostyle, axle sleeve are set
Putting limitation vibration can only carry out along the axial direction of spring b, avoid spring b from being subject to shearing force and fail.
Further, the damper rod is obliquely installed, and damper rod both ends are hinged with ground side wall, pedestal respectively, and inclination is set
The damper rod put can dissipate horizontal, oblique or even vertical vibrational energy, effectively the shock resistance of lifting building.
Preferably, the damper rod has multiple, there is spacing between damper rod, can further lift the antidetonation energy of building
Power.
The utility model has the advantages that：
1st, the combination of pedestal damper, damper rod, crossbeam damper, being capable of the comprehensive seismic vibrational energy of dissipation
Amount, effectively improves the shock resistance of building；
2nd, the steel ball in pedestal damper can roll between the groove of lower seat and the groove at the seat of honour, plus spring a's
The energy of support, the horizontal vibration that can effectively dissipate and oblique vibration；
3rd, damper rod is connected between pedestal and the side wall of ground, and can effectively dissipate horizontal vibrational energy, avoid steel
Ball is deviate from from groove, further enhances shock resistance；
4th, crossbeam damper can effectively dissipate vertical vibrational energy, further enhance shock resistance；
5th, the setting limitation vibration of axostylus axostyle, axle sleeve can only be carried out along the axial direction of spring b, avoid spring b be subject to shearing force and
Failure；
6th, the damper rod being obliquely installed can dissipate horizontal, oblique or even vertical vibrational energy, effectively lifting building
Shock resistance.
Brief description of the drawings
Fig. 1 is the structure diagram of the utility model；
Fig. 2 is the A portions enlarged view of Fig. 1；
Fig. 3 is the B portions enlarged view of Fig. 1；
In figure：Pedestal 1, column 2, crossbeam 3, pedestal damper 4, damper rod 5, crossbeam damper 6, ground 7, connecting pole
41st, the seat of honour 42, steel ball 43, spring a44, lower seat 45, upper mounting plate 61, axostylus axostyle 62, axle sleeve 63, spring b64, Limit screw 65,
Lower installation board 66.
Embodiment
In order to make the purpose of the utility model, technical solutions and advantages more clearly understood, below in conjunction with attached drawing, to this reality
It is further elaborated with new.
As shown in Figs. 1-3, a kind of Anti-seismic building structure disclosed in the utility model, including pedestal 1, column 2, crossbeam 3, base
Seat damper 4, damper rod 5, crossbeam damper 6, pedestal 1 are installed on the bottom of ground 7 by pedestal damper 4；Damper rod 5
One end is connected with the side wall of pedestal 1, and the other end of damper rod 5 is connected with the side wall of ground 7；2 lower end of column is fixedly mounted on base
The upper surface of seat 1, the upper end of column 2 is connected by crossbeam damper 6 with crossbeam 3；
Pedestal damper 4 include connecting pole 41, the seat of honour 42, steel ball 43, spring a44, lower seat 45, the lower surface of lower seat 45 with
The bottom surface of ground 7 is fixedly connected, and the upper surface middle part of lower seat 45 offers the groove being adapted to steel ball 43；The lower surface at the seat of honour 42
Middle part offers the groove being adapted to steel ball 43；Steel ball 43 is placed between the groove of lower seat 45 and the groove at the seat of honour 42；Spring a44
It is placed between the seat of honour 42 and lower seat 45, spring a44 has multiple, and spring a is evenly distributed on around steel ball 43；41 lower end of connecting pole with
The upper surface connection at the seat of honour 42,41 upper end of connecting pole is connected with the lower surface of pedestal 1.
The combination of pedestal damper 4, damper rod 5, crossbeam damper 6, being capable of the comprehensive seismic vibrational energy of dissipation
Amount, effectively improves the shock resistance of building；Wherein, the groove and the seat of honour that the steel ball 43 in pedestal damper 4 can be in lower seat 45
Rolled between 42 groove, plus the support of spring a44, the energy of the horizontal vibration that can effectively dissipate and oblique vibration；Damping
Bar 5 is connected between the side wall of pedestal 1 and ground 7, and can effectively dissipate horizontal vibrational energy, avoid steel ball 43 from groove
Abjection, further enhances shock resistance.
In order to facilitate the installation of, stability is increased, the upper surface of lower seat 45 is equipped with the card slot being adapted to spring a44；The seat of honour 42
Upper surface be equipped with the locating slot that is adapted to connecting pole 41.
Specifically, crossbeam damper 6 include upper mounting plate 61, axostylus axostyle 62, axle sleeve 63, spring b64, Limit screw 65, under
Installing plate 66, lower installation board 66 are connected with column 2, and upper mounting plate 61 is connected with crossbeam 3；Upper mounting plate 61 and lower installation board 66 it
Between connected by spring b64；It is spacing by Limit screw 65 between upper mounting plate 61 and lower installation board 66；The lower end of axle sleeve 63 with
Lower installation board 66 is fixedly connected, and the upper end of axostylus axostyle 62 is fixedly connected with upper mounting plate 61, and the lower end of axostylus axostyle 62 is from the upper of axle sleeve 63
End is stretched into.Crossbeam damper 6 can effectively dissipate vertical vibrational energy, further enhance shock resistance.
In order to avoid spring b64 fails, axostylus axostyle 62, axle sleeve 63 and spring b64 are coaxial, and axostylus axostyle 62, axle sleeve 63 are located at spring
In b64.The setting limitation vibration of axostylus axostyle 62, axle sleeve 63 can only be carried out along the axial direction of spring b64, avoid spring b64 from being sheared
Power and fail.
In order to lift the shock resistance of building, damper rod 5 is obliquely installed, 5 both ends of damper rod respectively with 7 side wall of ground, base
Seat 1 is hinged, and the damper rod 5 being obliquely installed can dissipate horizontal, oblique or even vertical vibrational energy, and effectively lifting building is anti-
Shake ability.
In order to further lift the shock resistance of building, damper rod 5 has multiple, has spacing between damper rod 5.
Certainly, the utility model can also have other various embodiments, without departing substantially from the utility model spirit and its essence
In the case of, those skilled in the art can make various corresponding changes and deformation, but these phases according to the utility model
The change and deformation answered should all belong to the scope of the claims appended by the utility model.
Claims (6)
- A kind of 1. Anti-seismic building structure, it is characterised in that：Including pedestal (1), column (2), crossbeam (3), pedestal damper (4), Damper rod (5), crossbeam damper (6), the pedestal (1) are installed on the bottom of ground (7) by pedestal damper (4)；It is described One end of damper rod (5) is connected with the side wall of pedestal (1), and the other end of damper rod (5) is connected with the side wall of ground (7)；It is described Column (2) lower end is fixedly mounted on the upper surface of pedestal (1), and the upper end of column (2) passes through crossbeam damper (6) and crossbeam (3) Connection；The pedestal damper (4) includes connecting pole (41), the seat of honour (42), steel ball (43), spring a (44), lower seat (45), described The lower surface of lower seat (45) is fixedly connected with the bottom surface of ground (7), and the upper surface middle part of lower seat (45) offers and steel ball (43) The groove of adaptation；The groove being adapted to steel ball (43) is offered in the middle part of the lower surface of the seat of honour (42)；The steel ball (43) is put Between the groove of lower seat (45) and the groove of the seat of honour (42)；The spring a (44) is placed between the seat of honour (42) and lower seat (45), Spring a (44) has multiple, and spring a is evenly distributed on around steel ball (43)；Connecting pole (41) lower end is upper with the seat of honour (42) Surface connects, and connecting pole (41) upper end is connected with the lower surface of pedestal (1).
- A kind of 2. Anti-seismic building structure according to claim 1, it is characterised in that：The upper surface of the lower seat (45) is equipped with The card slot being adapted to spring a (44)；The upper surface of the seat of honour (42) is equipped with the locating slot being adapted to connecting pole (41).
- A kind of 3. Anti-seismic building structure according to claim 1, it is characterised in that：The crossbeam damper (6) includes upper Installing plate (61), axostylus axostyle (62), axle sleeve (63), spring b (64), Limit screw (65), lower installation board (66), the lower installation board (66) it is connected with column (2), the upper mounting plate (61) is connected with crossbeam (3)；Upper mounting plate (61) and lower installation board (66) it Between pass through spring b (64) connections；It is spacing by Limit screw (65) between upper mounting plate (61) and lower installation board (66)；The axis The lower end of set (63) is fixedly connected with lower installation board (66), and the upper end of the axostylus axostyle (62) is fixedly connected with upper mounting plate (61), The lower end of axostylus axostyle (62) is stretched into from the upper end of axle sleeve (63).
- A kind of 4. Anti-seismic building structure according to claim 3, it is characterised in that：The axostylus axostyle (62), axle sleeve (63) with Coaxially, axostylus axostyle (62), axle sleeve (63) are located in spring b (64) spring b (64).
- A kind of 5. Anti-seismic building structure according to claim 1, it is characterised in that：The damper rod (5) is obliquely installed, resistance Buddhist nun's bar (5) both ends are hinged with ground (7) side wall, pedestal (1) respectively.
- A kind of 6. Anti-seismic building structure according to claim 5, it is characterised in that：The damper rod (5) has multiple, damping Bar has spacing between (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721194635.5U CN207260360U (en) | 2017-09-18 | 2017-09-18 | A kind of Anti-seismic building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721194635.5U CN207260360U (en) | 2017-09-18 | 2017-09-18 | A kind of Anti-seismic building structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207260360U true CN207260360U (en) | 2018-04-20 |
Family
ID=61921843
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
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| CN201721194635.5U Active CN207260360U (en) | 2017-09-18 | 2017-09-18 | A kind of Anti-seismic building structure |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108466802A (en) * | 2018-04-25 | 2018-08-31 | 新乡市东振机械制造有限公司 | A kind of vertical vibrating conveyer vibration absorber |
| CN110080382A (en) * | 2019-03-27 | 2019-08-02 | 浙江卓元建设有限公司 | A kind of antidetonation prefabricated buildings |
| CN110219379A (en) * | 2019-06-25 | 2019-09-10 | 郑州铁路职业技术学院 | A kind of Anti-seismic building structure |
| CN110344511A (en) * | 2019-07-16 | 2019-10-18 | 中铁二十四局集团南昌铁路工程有限公司 | Frame structure is built in a kind of room that anti seismic efficiency is good |
| CN113530337A (en) * | 2021-08-02 | 2021-10-22 | 重庆大学 | Self-resetting concrete column with bowl-shaped structure and additional replaceable damper |
| CN114952138A (en) * | 2022-06-28 | 2022-08-30 | 江西亚珀电气有限公司 | Full-automatic welding device for special transformer |
-
2017
- 2017-09-18 CN CN201721194635.5U patent/CN207260360U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108466802A (en) * | 2018-04-25 | 2018-08-31 | 新乡市东振机械制造有限公司 | A kind of vertical vibrating conveyer vibration absorber |
| CN110080382A (en) * | 2019-03-27 | 2019-08-02 | 浙江卓元建设有限公司 | A kind of antidetonation prefabricated buildings |
| CN110219379A (en) * | 2019-06-25 | 2019-09-10 | 郑州铁路职业技术学院 | A kind of Anti-seismic building structure |
| CN110344511A (en) * | 2019-07-16 | 2019-10-18 | 中铁二十四局集团南昌铁路工程有限公司 | Frame structure is built in a kind of room that anti seismic efficiency is good |
| CN113530337A (en) * | 2021-08-02 | 2021-10-22 | 重庆大学 | Self-resetting concrete column with bowl-shaped structure and additional replaceable damper |
| CN114952138A (en) * | 2022-06-28 | 2022-08-30 | 江西亚珀电气有限公司 | Full-automatic welding device for special transformer |
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