CN208701733U - A kind of damping building structure of pillar ground - Google Patents
A kind of damping building structure of pillar ground Download PDFInfo
- Publication number
- CN208701733U CN208701733U CN201821049354.5U CN201821049354U CN208701733U CN 208701733 U CN208701733 U CN 208701733U CN 201821049354 U CN201821049354 U CN 201821049354U CN 208701733 U CN208701733 U CN 208701733U
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- steel ball
- footstock
- pillar
- air bag
- cabinet
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Abstract
The utility model discloses a kind of damping building structure of pillar ground, including cabinet, the inner bottom wall of the cabinet is fixedly connected with steel ball pedestal, the first groove is offered on steel ball pedestal, it is rolled in first groove and is connected with steel ball, pillar is placed on steel ball footstock, pass through rotary screw, the movement for keeping multiple arcs plate close to each other, to the position of fixed pillar, when an earthquake occurs, steel ball footstock is under the action of spring and steel ball, and, when steel ball footstock run-off the straight, first air bag can be compressed, it is acted on by the perforation of pipeline, the second air bag can be made to expand, multiple rubber pads are mobile close to steel ball footstock, and it is contacted with inclined steel ball footstock, the shaking degree of steel ball footstock is set to be unlikely to too big, prevent the building above pillar from collapsing, multidimensional cushioning effect is further functioned as, protect building, With very strong practicability.
Description
Technical field
The utility model relates to construction engineering technical field, specially a kind of damping building structure of pillar ground.
Background technique
Traditional building structure shock-dampening method be more common in strengthened beam, column, wall structure improve the ability of anti-vibration, but it is right
In being difficult to expect for failure mechanism violent earthquake not fully aware of, the protection system of these simple ruggedized constructions is due to the earth
The multi-dimensional vibrations such as the level of shake and inclination, are made shock-absorbing protecting function reduction or lost, inhaled using multidimensional shock-damping structure damper
Receipts are difficult to expect violent earthquake energy, can protect building to greatest extent or extend the time to rupture of building, for this purpose, proposing one
The damping building structure of kind pillar ground.
Utility model content
The purpose of this utility model is to provide a kind of damping building structure of pillar ground, to solve above-mentioned background technique
The problem of middle proposition.
A kind of damping building structure of pillar ground, including cabinet, the inner bottom wall of the cabinet are fixedly connected with steel ball bottom
, the first groove is offered on steel ball pedestal, is rolled in the first groove and is connected with steel ball, steel ball rolls be connected to steel ball top simultaneously
In the second groove that seat lower end surface is opened up, the edge side wall of the steel ball footstock is connected to by several springs and the first air bag
On the inner sidewall of cabinet, the two sides up and down of the steel ball footstock are symmetrically arranged with several connecting plates, the connecting plate and cabinet
Inner sidewall is fixedly connected, and the connecting plate is fixedly connected with the side of the second air bag close to the side of steel ball footstock, the second air bag
The other side is fixedly connected with rubber pad, second air bag and the first air bag and penetrates through connection, the steel ball footstock by pipeline
Upper surface be fixedly connected with installing pipe, the sidewall thread of the installing pipe is plugged with several screw rods, and the installing pipe is socketed in
On pillar, pillar is placed on steel ball footstock, and the inner sidewall of the installing pipe offers mounting groove, is equipped with arc in the mounting groove
Shape plate, one end that the screw rod is located in mounting groove are socketed with bearing, and multiple bearings side close to each other is fixed to be connected
It is connected to arc panel.
Preferably, the screw rod more than three, and equidistant ring is distributed between multiple screw rods.
Preferably, the thickness of the rubber pad is greater than three centimetres.
Compared with prior art, the utility model has the beneficial effects that pillar is placed on steel ball footstock, pass through rotation
Screw rod, the movement for keeping multiple arcs plate close to each other, thus the position of fixed pillar, when an earthquake occurs, steel ball footstock is in bullet
Under the action of spring and steel ball, multidimensional cushioning effect can be played, also, when steel ball footstock is sent out to multiple directions slight inclination
When raw inclination, the first air bag can be compressed, and acted on by the perforation of pipeline, the second air bag can be made to expand, multiple rubber pads
It is mobile close to steel ball footstock, and contacted with inclined steel ball footstock, so that the shaking degree of steel ball footstock is unlikely to too big, prevents column
The building of sub- top collapses, and has further functioned as multidimensional cushioning effect, has protected building, has very strong practicability.
Detailed description of the invention
FIG. 1 is a schematic structural view of the utility model.
In figure: cabinet 1, steel ball pedestal 2, steel ball 3, connecting plate 4, pillar 5, installing pipe 6, screw rod 7, steel ball footstock 8, pipeline
9, spring 10, the first air bag 11, arc panel 12, bearing 13, the second air bag 14, rubber pad 15.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
Referring to Fig. 1, the utility model provides a kind of technical solution:
A kind of damping building structure of pillar ground, including cabinet 1, the inner bottom wall of cabinet 1 are fixedly connected with steel ball pedestal
2, the first groove is offered on steel ball pedestal 2, is rolled in the first groove and is connected with steel ball 3, steel ball 3 rolls be connected to steel ball simultaneously
In the second groove that 8 lower end surface of footstock is opened up, the edge side wall of steel ball footstock 8 is connected by several springs 10 and the first air bag 11
It connects on the inner sidewall of cabinet 1, the two sides up and down of steel ball footstock 8 are symmetrically arranged with several connecting plates 4, connecting plate 4 and cabinet 1
Inner sidewall is fixedly connected, and connecting plate 4 is fixedly connected with the side of the second air bag 14, the second air bag 14 close to the side of steel ball footstock 8
The other side be fixedly connected with rubber pad 15, the second air bag 14 and the first air bag 11 are connected by the perforation of pipeline 9, steel ball footstock
8 upper surface is fixedly connected with installing pipe 6, and the sidewall thread of installing pipe 6 is plugged with several screw rods 7, and installing pipe 6 is socketed in pillar
On 5, pillar 5 is placed on steel ball footstock 8, and the inner sidewall of installing pipe 6 offers mounting groove, is equipped with arc panel 12 in mounting groove,
One end that screw rod 7 is located in mounting groove is socketed with bearing 13, and multiple bearings 13 side close to each other is fixedly connected to arc
Plate 12,7 more than three of screw rod, and equidistant ring is distributed between multiple screw rods 7, the thickness of rubber pad 15 is greater than three centimetres.
Working principle: pillar 5 is placed on steel ball footstock 8, by rotary screw 7, leans on multiple arcs plate 12 mutually
Close movement, thus the position of fixed pillar 5, when an earthquake occurs, steel ball footstock 8 is under the action of spring 10 and steel ball 3, energy
Enough to multiple directions slight inclination, multidimensional cushioning effect is played, also, when steel ball 8 run-off the straight of footstock, the first air bag 11
It can be compressed, be acted on by the perforation of pipeline 9, the second air bag 14 can be made to expand, multiple rubber pads 15 are close to steel ball footstock 8
It is mobile, and contacted with inclined steel ball footstock 8, so that the shaking degree of steel ball footstock 8 is unlikely to too big, prevents 5 top of pillar
Building collapses, and has further functioned as multidimensional cushioning effect, protects building, has very strong practicability.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired
Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.
Claims (3)
1. a kind of damping building structure of pillar ground, including cabinet (1), it is characterised in that: the inner bottom wall of the cabinet (1) is solid
Surely it is connected with steel ball pedestal (2), the first groove is offered on steel ball pedestal (2), is rolled in the first groove and is connected with steel ball (3),
Steel ball (3) rolls be connected in the second groove that steel ball footstock (8) lower end surface is opened up simultaneously, the side of the steel ball footstock (8)
Edge side wall is connected on the inner sidewall of cabinet (1) by several springs (10) and the first air bag (11), the steel ball footstock (8)
Upper and lower two sides are symmetrically arranged with several connecting plates (4), and the connecting plate (4) is fixedly connected with the inner sidewall of cabinet (1), the company
Fishplate bar (4) is fixedly connected with the side of the second air bag (14) close to the side of steel ball footstock (8), and the other side of the second air bag (14) is solid
Surely it is connected with rubber pad (15), second air bag (14) and the first air bag (11) are connected by pipeline (9) perforation, the steel
The upper surface of top dome seat (8) is fixedly connected with installing pipe (6), and the sidewall thread of the installing pipe (6) is plugged with several screw rods
(7), the installing pipe (6) is socketed on pillar (5), and pillar (5) is placed on steel ball footstock (8), the installing pipe (6) it is interior
Side wall offers mounting groove, is equipped with arc panel (12) in the mounting groove, and the screw rod (7) is located at the socket of one end in mounting groove
Have bearing (13), multiple bearings (13) side close to each other is fixedly connected to arc panel (12).
2. a kind of damping building structure of pillar ground according to claim 1, it is characterised in that: the screw rod (7) is more
In three, and between multiple screw rods (7), equidistant ring is distributed.
3. a kind of damping building structure of pillar ground according to claim 1, it is characterised in that: the rubber pad
(15) thickness is greater than three centimetres.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821049354.5U CN208701733U (en) | 2018-07-04 | 2018-07-04 | A kind of damping building structure of pillar ground |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821049354.5U CN208701733U (en) | 2018-07-04 | 2018-07-04 | A kind of damping building structure of pillar ground |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208701733U true CN208701733U (en) | 2019-04-05 |
Family
ID=65937767
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821049354.5U Active CN208701733U (en) | 2018-07-04 | 2018-07-04 | A kind of damping building structure of pillar ground |
Country Status (1)
| Country | Link |
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| CN (1) | CN208701733U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110067431A (en) * | 2019-04-08 | 2019-07-30 | 闽江学院 | A kind of antidetonation power transmission tower |
| CN110144926A (en) * | 2019-06-07 | 2019-08-20 | 庞永庆 | A kind of damping building structure of pillar ground |
| CN111779012A (en) * | 2020-07-08 | 2020-10-16 | 王万连 | Assembled foundation structure |
| CN114541468A (en) * | 2022-01-29 | 2022-05-27 | 开封市文化旅游投资集团有限公司 | Road under-penetration construction historic building protection device |
-
2018
- 2018-07-04 CN CN201821049354.5U patent/CN208701733U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110067431A (en) * | 2019-04-08 | 2019-07-30 | 闽江学院 | A kind of antidetonation power transmission tower |
| CN110144926A (en) * | 2019-06-07 | 2019-08-20 | 庞永庆 | A kind of damping building structure of pillar ground |
| CN111779012A (en) * | 2020-07-08 | 2020-10-16 | 王万连 | Assembled foundation structure |
| CN114541468A (en) * | 2022-01-29 | 2022-05-27 | 开封市文化旅游投资集团有限公司 | Road under-penetration construction historic building protection device |
| CN114541468B (en) * | 2022-01-29 | 2024-04-23 | 开封市文化旅游投资集团有限公司 | Road underpass construction ancient building protection device |
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