CN204238380U - A kind of building shock insulation pedestal - Google Patents
A kind of building shock insulation pedestal Download PDFInfo
- Publication number
- CN204238380U CN204238380U CN201420749748.7U CN201420749748U CN204238380U CN 204238380 U CN204238380 U CN 204238380U CN 201420749748 U CN201420749748 U CN 201420749748U CN 204238380 U CN204238380 U CN 204238380U
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- Prior art keywords
- barrel
- ball
- shock insulation
- building
- resistant plate
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- Expired - Fee Related
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- Vibration Prevention Devices (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses a kind of building shock insulation pedestal, it comprises: a pressure-resistant plate, and top connects a building; One lower bolster, is located on an earth's surface; One barrel, upper limb turns up formation one ring surface, and bucket inner bottom part at least has three ball holes, and barrel is arranged between pressure-resistant plate and lower bolster, and pressure-resistant plate is fixedly connected on the top of ring surface; One inner cap, being arranged in barrel and being positioned at the opening part of barrel, side is fixedly connected with the medial surface of barrel; At least three balls, are separately positioned in the ball hole in barrel, and the internal diameter of ball hole is less than the external diameter of ball, make ball pass completely through ball hole; A free gap is left between bottom ball and inner cap; Multiple ball protrudes ball hole part and contacts with the end face of lower bolster.When earth's surface generation vibrations are rocked, ball rocks along with earth's surface and rolls, and the energy that vibrations are rocked cannot upwards be passed to the building connected above pressure-resistant plate, and then reaches the effect of shock insulation.
Description
Technical field
The utility model relates to construction engineering technical field, refers to a kind of building shock insulation pedestal especially.
Background technology
Existing shake-proof technology is numerous, but the method that really effectively can reach shockproof effect is few, shockproof structure common at present, following two types of citing:
(1) Shockproof base, arranges a lead for retractable pencil in described Shockproof base, around described lead for retractable pencil by one deck copper coin and one deck rubber arranged in a crossed manner, such Shockproof base does not have obvious shockproof effect.
(2) spring seat, and support whole solitary building with described spring seat, but when heavy building weight is on described spring seat, described spring namely because being subject to great load, and cannot play a role.In addition, when earthquake causes spring to misplace, under the compacting of heavy object, spring cannot pop into position at all.
Utility model content
The technical problems to be solved in the utility model is to provide a kind of building shock insulation pedestal, to solve the problems of the technologies described above.
For solving the problems of the technologies described above, embodiment of the present utility model provides a kind of building shock insulation pedestal, and it comprises: a pressure-resistant plate, and top connects a building; One lower bolster, is located on an earth's surface; One barrel, upper limb turns up formation one ring surface, and bucket inner bottom part at least has three ball holes, and described barrel is arranged between described pressure-resistant plate and described lower bolster, and described pressure-resistant plate is fixedly connected on the top of described ring surface; One inner cap, being arranged in described barrel and being positioned at the opening part of described barrel, side is fixedly connected with the medial surface of described barrel; At least three balls, be separately positioned in the described ball hole in described barrel, the internal diameter of described ball hole is less than the external diameter of described ball, makes described ball cannot pass completely through described ball hole; A free gap is left between bottom described ball and described inner cap; Described multiple ball protrudes described ball hole part and contacts with the end face of described lower bolster.
Described pressure-resistant plate is a resistance to laminated steel.
Described lower bolster is pading plate.
Described barrel is a barrel-shaped body, and described ring surface is a circular ring surface.
Described ring surface is provided with multiple locking holes, and described pressure-resistant plate is provided with the locking holes of multiple correspondence, and by multiple screw closure.
The inner surface of described barrel opening part has multiple locking holes, and the side edge surface of described inner cap is provided with the locking holes of multiple correspondence, and by multiple screw closure.
The inner surface of described barrel is stepped, and described inner cap is arranged on a ladder of described inner surface.
The top of described pressure-resistant plate connects a grade beam of described building.
The beneficial effect of technique scheme of the present utility model is as follows:
1. building shock insulation pedestal of the present utility model can utilize the rolling of ball to interrupt the extension of brisance, reaches best isolating affection;
2. building shock insulation pedestal of the present utility model can't be subject to the impact of building weight, and cannot play its effect;
3. building shock insulation pedestal of the present utility model, its ball can roll along with rocking of earth's surface immediately, can interrupt rapidly eliminating the brisance upwards transmitted;
4. what building shock insulation pedestal of the present utility model was applicable to various direction rocks vibrations.
Accompanying drawing explanation
Fig. 1 is the decomposition texture schematic diagram of the utility model embodiment.
Fig. 2 is the cross-sectional view of the utility model embodiment.
Detailed description of the invention
For making the technical problems to be solved in the utility model, technical scheme and advantage clearly, be described in detail below in conjunction with the accompanying drawings and the specific embodiments.
As depicted in figs. 1 and 2, the utility model embodiment provides a kind of building shock insulation pedestal, it comprise resistance to laminated steel 11, screw 111,145, locking holes 112,121,141,144, inner cap 12, ball 13, barrel-shaped body 14, circular ring surface 142, ball hole 143 and lower pading plate 15.The grade beam of the top connecting building thing of resistance to laminated steel 11, makes building can be fixed on resistance to laminated steel 11; Lower pading plate 15 is located on earth's surface; Inner cap 12, ball 13 and barrel-shaped body 14 are located between resistance to laminated steel 11 and lower pading plate 15.
Barrel-shaped body 14 upper limb opening part turns up and forms circular ring surface 142, and on circular ring surface 142, be provided with multiple locking holes 144, locking holes 112 one_to_one corresponding with resistance to laminated steel 11, is locked by screw, resistance to laminated steel 11 is firmly combined in the top of barrel-shaped body 14.
The inner surface of barrel-shaped body 14 is stepped, inner cap 12 bridges on the cascaded surface of barrel-shaped body 14, and in edge surface, be provided with multiple locking holes 121, multiple locking holes 121 and multiple locking holes 141 one_to_one corresponding on barrel-shaped body 14 medial surface of inner cap 12, to be firmly combined in the opening part of barrel-shaped body 14 by inner cap 12.
In barrel-shaped body 14 inside bottom, at least there are three ball holes 143, one ball 13 is set in each ball hole 143, the internal diameter of ball hole 143 is less than the external diameter of ball 13, and therefore ball 13 cannot be whole through ball hole 143, and only part passes ball hole 143 and forms protuberance.Between ball 13 and inner cap 12, leave a free gap, make ball 13 can carry out all-direction rotation in barrel-shaped body 14.
Ball 13 protrudes ball hole 143 part and contacts with the lower pading plate 15 of below, by the setting of lower pading plate 15, ball 13 effectively can be avoided directly to contact the earth's surface of the pressure side that lays equal stress on, cause earth's surface produce point-like pothole and affect its rolling function.
Building shock insulation pedestal of the present utility model can determine configuration quantity according to load capacity, when earthquake causes earth's surface generation acutely to be rocked, namely the ball 13 contacting earth's surface by lower pading plate 15 in shock insulation pedestal can roll along with rocking of earth's surface, now, powerful brisance is pop-off by the rolling because of ball 13, make it rock brisance and cannot be passed to building above shock insulation pedestal, therefore, through the effect of ball 13, even the building be located at above building shock insulation pedestal of the present utility model is in the environment of macroseism, also keeping stands erect does not shake, reach best isolating affection.
The utility model has following advantages: 1. building shock insulation pedestal of the present utility model can utilize the rolling of ball to interrupt the extension of brisance, reaches best isolating affection; 2. building shock insulation pedestal of the present utility model can't be subject to the impact of building weight, and cannot play its effect; 3. building shock insulation pedestal of the present utility model, its ball can roll along with rocking of earth's surface immediately, can interrupt rapidly eliminating the brisance upwards transmitted; 4. what building shock insulation pedestal of the present utility model was applicable to various direction rocks vibrations.
The above is preferred embodiment of the present utility model; should be understood that; for those skilled in the art; under the prerequisite not departing from principle described in the utility model; can also make some improvements and modifications, these improvements and modifications also should be considered as protection domain of the present utility model.
Claims (8)
1. a building shock insulation pedestal, is characterized in that, it comprises: a pressure-resistant plate, and top connects a building; One lower bolster, is located on an earth's surface; One barrel, upper limb turns up formation one ring surface, and bucket inner bottom part at least has three ball holes, and described barrel is arranged between described pressure-resistant plate and described lower bolster, and described pressure-resistant plate is fixedly connected on the top of described ring surface; One inner cap, being arranged in described barrel and being positioned at the opening part of described barrel, side is fixedly connected with the medial surface of described barrel; At least three balls, be separately positioned in the described ball hole in described barrel, the internal diameter of described ball hole is less than the external diameter of described ball, makes described ball cannot pass completely through described ball hole; A free gap is left between bottom described ball and described inner cap; Described multiple ball protrudes described ball hole part and contacts with the end face of described lower bolster.
2. building shock insulation pedestal according to claim 1, is characterized in that, described pressure-resistant plate is a resistance to laminated steel.
3. building shock insulation pedestal according to claim 1, is characterized in that, described lower bolster is pading plate.
4. building shock insulation pedestal according to claim 1, is characterized in that, described barrel is a barrel-shaped body, and described ring surface is a circular ring surface.
5. building shock insulation pedestal according to claim 1, it is characterized in that, described ring surface is provided with multiple locking holes, and described pressure-resistant plate is provided with the locking holes of multiple correspondence, and by multiple screw closure.
6. building shock insulation pedestal according to claim 1, is characterized in that, the inner surface of described barrel opening part has multiple locking holes, and the side edge surface of described inner cap is provided with the locking holes of multiple correspondence, and by multiple screw closure.
7. building shock insulation pedestal according to claim 1, it is characterized in that, the inner surface of described barrel is stepped, and described inner cap is arranged on a ladder of described inner surface.
8. building shock insulation pedestal according to claim 1, is characterized in that, the top of described pressure-resistant plate connects a grade beam of described building.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420749748.7U CN204238380U (en) | 2014-12-02 | 2014-12-02 | A kind of building shock insulation pedestal |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420749748.7U CN204238380U (en) | 2014-12-02 | 2014-12-02 | A kind of building shock insulation pedestal |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204238380U true CN204238380U (en) | 2015-04-01 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420749748.7U Expired - Fee Related CN204238380U (en) | 2014-12-02 | 2014-12-02 | A kind of building shock insulation pedestal |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204238380U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113216236A (en) * | 2021-05-21 | 2021-08-06 | 深圳市绿城建筑有限公司 | Assembled building earthquake-resistant foundation structure |
-
2014
- 2014-12-02 CN CN201420749748.7U patent/CN204238380U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113216236A (en) * | 2021-05-21 | 2021-08-06 | 深圳市绿城建筑有限公司 | Assembled building earthquake-resistant foundation structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20160321 Address after: Guang'an City Jin'an Avenue 638000 in upper Sichuan province Guang'an District No. 38 Patentee after: Sichuan Jindinghong Construction Engineering Co.,Ltd. Address before: 638000, No. 2, No. 4, 288 Ping'an Avenue, Guang'an District, Sichuan, Guang'an, 201 Patentee before: Tan Changlan Patentee before: Tan Xiaohui Patentee before: Liu Xinfu Patentee before: Zhang Yaqin Effective date of registration: 20160321 Address after: 638000, No. 2, No. 4, 288 Ping'an Avenue, Guang'an District, Sichuan, Guang'an, 201 Patentee after: Tan Changlan Patentee after: Tan Xiaohui Patentee after: Liu Xinfu Patentee after: Zhang Yaqin Address before: 315700 Zhejiang city of Ningbo province Xiangshan County Road No. 28 port crane Pu Pu Patentee before: Wu Guoping |
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| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150401 Termination date: 20161202 |