CN2934419Y - Spherical type quakeproof structure - Google Patents

Spherical type quakeproof structure Download PDF

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Publication number
CN2934419Y
CN2934419Y CN 200620130675 CN200620130675U CN2934419Y CN 2934419 Y CN2934419 Y CN 2934419Y CN 200620130675 CN200620130675 CN 200620130675 CN 200620130675 U CN200620130675 U CN 200620130675U CN 2934419 Y CN2934419 Y CN 2934419Y
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CN
China
Prior art keywords
bracer
shockproof
spherosome
ball type
circular arc
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.)
Expired - Lifetime
Application number
CN 200620130675
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Chinese (zh)
Inventor
尹衍梁
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Ruentex Engineering and Construction Co Ltd
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Ruentex Engineering and Construction Co Ltd
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Filing date
Publication date
Application filed by Ruentex Engineering and Construction Co Ltd filed Critical Ruentex Engineering and Construction Co Ltd
Priority to CN 200620130675 priority Critical patent/CN2934419Y/en
Application granted granted Critical
Publication of CN2934419Y publication Critical patent/CN2934419Y/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

This utility model discloses a spheriform quakeproof structure, including one upper support block, one lower support block and one sphere. Wherein the central place of each end face of the upper and lower support blocks shapes a compass groove, and this upper support block is normal to the lower one to form a insertion groove so as to place the sphere; this sphere quakeproof structure can reduce buildings' shake and increase their stability in common time and in earthquake situation through the sphere's displacement and rolling between the upper and lower support blocks.

Description

The ball type shockproof structure
Technical field
The utility model relates to a kind of ball type shockproof structure, refer in particular to and a kind ofly be used for the building pedestal, and in rocking that diastrophism produced, the centrifugal effect of utilizing spherosome to produce, what but its balance produced rocks, and makes building reduce the ball type shockproof structure that rocks when earthquake.
Background technology
We know in Taiwan and are positioned on the earthquake zone; because in densely populated city; all visible everywhere high buildings and large mansions stands in great numbers; and when meeting earthquake, cause rocking of building easily; regular meeting causes the disconnected resistance that can cause part electric power and the fracture of pipeline, acutely seriously causes the house be full of cracks or situation such as collapse takes place if rock, therefore in order to reduce violent the rocking in high building house; in ground, need to reduce as far as possible the impedance of rocking the path.
So, general vibration abatement mainly is to utilize the mode of rubber type or slide rail type to reduce the generation of rocking, with rocking that effective resistance earthquake is produced, and lower rocking of main body, yet traditional damping device, promptly being embedded in the ground, as shown in Figure 1, is the enforcement schematic diagram of traditional damping device shown in the figure.
This kind structure, it not only assembles comparatively difficult complicated, and the rubber type damping device also causes elastic fatigue and chap under long-time the use, and slide rail type only single towards X axis and Y-axis to damping, if rock then and can't balance slow down impedance with irregular direction.
Edge this, the designer grinds shockproof structure throughout the year deeply, and utilizes class ㄇ type vessel as base and loam cake, and in wherein inserting a spheroid, reaches easily assembled, and when it is equipped on the building pedestal, more can reach the purpose of damping.
And be in the development and Design of shockproof structure, integration on the function is the direction that the designer considered always, this the utility model of edge is exactly for utilizing ㄇ type vessel to be arc groove in it, its vertical correspondence up and down that is provided with, and in wherein inserting a spheroid, and make the ball type shockproof structure have multidirectional moving structure, thereby design the impedance that provides when slowing down building and rocking with the ball type shockproof structure.
Summary of the invention
Main purpose of the present utility model provides a kind of ball type shockproof structure, it is to insert a spherosome element in upper and lower bracer, make it have multidirectional axially movable structure design, thus solve tradition only single axial move, and then balance is slowed down multidirectional rocking.
The utility model proposes a kind of ball type shockproof structure, by bracer on, once bracer and a spherosome are formed, wherein:
This time bracer is the pedestal of shockproof structure, and forms a circular arc type groove in the end face central part, and wherein this bottom surface is embedded in the cement layer;
Should go up the top place of bracer corresponding to following bracer in addition, and form a circular arc type groove in portion of bottom center, wherein end face is embedded in the cement layer of building, and corresponding formation one storage tank with following bracer of bracer on this, spherosome are placed in wherein;
One spherosome is the filled circles body, and is placed in bracer and the formed arc-shaped groove of following bracer, between last bracer and following bracer a little gap is arranged;
The vibrations of being transmitted down in the stratum can be by rolling and the displacement of spherosome between the circular arc type groove of last bracer and following bracer, building reduced rock when reaching earthquake at ordinary times and improve stability.
Preferably, bracer is constituted with square with following bracer on this.
Preferably, bracer partly is embedded in the cement layer with following bracer on this.
Preferably, this upper and lower bracer forms a circular arc type groove in an end face.
Preferably, this circular arc type groove is implemented by isometrical or not isometrical correspondence.
Preferably, this spherosome top layer has a lubricating layer.
The characteristics and the advantage of the utility model ball type shockproof structure are: it includes bracer on, once a bracer and a spherosome, central each end face central part of this upper and lower bracer forms a circular arc type groove, the vertical corresponding storage tank that forms of this upper and lower bracer, it is placed in wherein for a spherosome; Can be by displacement and the rolling of spheroid between upper and lower bracer, building is reduced rock when reaching earthquake at ordinary times and improve stability.
Description of drawings
Fig. 1 is known shock-damping structure schematic diagram.
Fig. 2 is the three-dimensional exploded view of the utility model ball type shockproof structure.
Fig. 3 is the generalized section of the utility model ball type shockproof structure.
Fig. 4 is the section action schematic diagram of the utility model ball type shockproof structure.
Fig. 5 A be the utility model ball type shockproof structure overlook the action schematic diagram.
Fig. 5 B is that another of the utility model ball type shockproof structure overlooked the action schematic diagram.
Fig. 5 C be the utility model ball type shockproof structure one overlook the action schematic diagram again.
Fig. 6 A is the view that is provided with of the utility model ball type shockproof structure.
Fig. 6 B is the mobile status schematic diagram of the utility model ball type shockproof structure.
Fig. 7 is another embodiment schematic diagram of the utility model ball type shockproof structure.
The drawing reference numeral explanation:
Last bracer 10
Arc-shaped groove 101,110
Following bracer 11
Gap 12
Spherosome 2
Lubricating layer 20
Cement layer 3,3 '
Building 4
The specific embodiment
At first, please consult shown in Figure 1 simultaneously: for known damping device is arranged at schematic diagram under the building 4, wherein this damping device is that rubber is made, and it is comparatively difficult complicated when assembling, again because the supported weight of rubber is limited, often can't support higher building, and under long-time use, cause situations such as rubber sclerosis and be full of cracks to take place easily.
Please consult Fig. 2, Fig. 3 and shown in Figure 4 more simultaneously: visible ball type shockproof structure of the present utility model among the figure, at least include bracer 10 on, bracer 11 once, it is a solid flat packet, and form an isometrical arc-shaped groove 101,110 in an end face central part of square body, wherein go up bracer 10, following bracer 11 formed arc-shaped grooves 101,110 correspondence mutually, and form a storage tank; One spherosome 2, be the filled circles body, and be coated with a lubricating layer 20 in the top layer, to provide preferable and to roll smoothly and displacement, and be placed in bracer 10, the following bracer 11 formed arc-shaped grooves 101,110, make bracer 10, following 11 of bracers that a little gap 12 be arranged, it can reduce the generation of going up bracer 10 and 11 frictional resistances of following bracer when mobile;
In addition, should go up bracer 10 is coated in the cement layer 3, following bracer 11 be coated on cement layer 3 ' in and mutually corresponding, and in upper and lower bracer 10, the 11 formed arc-shaped grooves 101,110 of correspondence, insert a spherosome 2, when rocking in order to the stratum generation, this spherosome 2 moves within the specific limits, to reduce rocking of building 4 main bodys.
Please consult shown in Fig. 5 A, Fig. 5 B and Fig. 5 C more simultaneously, the action diagram of overlooking for the utility model ball type shockproof structure, see among the figure and know, this shockproof structure is made up of with following bracer 11 the last bracer 10 of a correspondence, and insert a spherosome 2 in last bracer 10 and 11 of following bracers and separate as supporting, this spherosome 2 rolled in upper and lower bracer 10,11 formed arc-shaped grooves 101,110 when it rocked in generation, and can be in wherein moving, to prevent the motion of unpredictable direction in the multidirectional mode of multiaxis.
Please consult shown in Fig. 6 A and Fig. 6 B more simultaneously in addition, for the utility model is arranged at the ground schematic diagram, this building 4 was illegal state when wherein generation was rocked, and spherosome 2 is forbidden in upper and lower bracer 10,11 formed arc-shaped grooves 101,110 centers, and this building 4 moves in arc-shaped groove 101,110 when generation is rocked, and move the vibrations of being transmitted in order to balanced impedance ground in the mode that multiaxis is multidirectional.
See also again shown in Figure 7, these upper and lower bracer 10,11 formed arc-shaped grooves 101,110 wherein, its circular-arc all can be not to take advantage of and the circular arc type of different angles set, and can allow rocking of being produced minimize.
The utility model is to utilize in the corresponding circular arc type groove 101,110, and a spherosome 2 is set, and makes upper and lower bracer 10,11 have the multidirectional motion of multiaxis thus.
Combine this, in the aforementioned specification, the utility model is that reference is described with the certain specific embodiments, yet obviously various corrections and change do not break away from the spirit and the scope of broadness of the present utility model.And explanation and diagram that should correspondence be to be used for being illustrated and unrestricted category of the present utility model.Therefore, the expression the utility model should contain all appear at additional claim of the present utility model equate with it the item correction and variation.

Claims (7)

1. a ball type shockproof structure is characterized in that, by bracer on, once bracer and a spherosome are formed, wherein:
This time bracer is the pedestal of shockproof structure, and forms a circular arc type groove in the end face central part, and wherein this bottom surface is embedded in the cement layer;
Should go up the top place of bracer corresponding to following bracer in addition, and form a circular arc type groove in portion of bottom center, wherein end face is embedded in the cement layer of building, and corresponding formation one storage tank with following bracer of bracer on this, spherosome are placed in wherein;
One spherosome is the filled circles body, and is placed in bracer and the formed arc-shaped groove of following bracer, and is gapped between last bracer and following bracer;
Described spherosome between the circular arc type groove of last bracer and following bracer for can roll and the displacement setting.
2. ball type shockproof structure as claimed in claim 1 is characterized in that, bracer is constituted with square with following bracer on this.
3. ball type shockproof structure as claimed in claim 1 is characterized in that, bracer partly is embedded in the cement layer with following bracer on this.
4. ball type shockproof structure as claimed in claim 1 is characterized in that, this upper and lower bracer forms a circular arc type groove in an end face.
5. ball type shockproof structure as claimed in claim 1 is characterized in that, this circular arc type groove is implemented by isometrical correspondence.
6. ball type shockproof structure as claimed in claim 1 is characterized in that, this circular arc type groove is implemented by not isometrical correspondence.
7. ball type shockproof structure as claimed in claim 1 is characterized in that, this spherosome top layer has a lubricating layer.
CN 200620130675 2006-08-07 2006-08-07 Spherical type quakeproof structure Expired - Lifetime CN2934419Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 200620130675 CN2934419Y (en) 2006-08-07 2006-08-07 Spherical type quakeproof structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 200620130675 CN2934419Y (en) 2006-08-07 2006-08-07 Spherical type quakeproof structure

Publications (1)

Publication Number Publication Date
CN2934419Y true CN2934419Y (en) 2007-08-15

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104314194A (en) * 2014-11-17 2015-01-28 朱蕾 Building buffer structure and application thereof
CN105276053A (en) * 2014-07-15 2016-01-27 冠研(上海)企业管理咨询有限公司 Anti-vibration foot seat with fixing sliding sleeve
CN105276054A (en) * 2014-07-15 2016-01-27 冠研(上海)企业管理咨询有限公司 Anti-vibration foot seat with height adjusting base
CN105276056A (en) * 2014-07-15 2016-01-27 冠研(上海)企业管理咨询有限公司 Shockproof footstand with sharp base
CN106522398A (en) * 2016-09-28 2017-03-22 哈尔滨工业大学 Swinging type shock insulation layer capable of achieving overall sliding friction of bottom surface
CN109898411A (en) * 2019-04-04 2019-06-18 北京建筑大学 A kind of spin support

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105276054B (en) * 2014-07-15 2018-03-30 冠研(上海)专利技术有限公司 Shockproof runners with height adjusting seat
CN105276053A (en) * 2014-07-15 2016-01-27 冠研(上海)企业管理咨询有限公司 Anti-vibration foot seat with fixing sliding sleeve
CN105276054A (en) * 2014-07-15 2016-01-27 冠研(上海)企业管理咨询有限公司 Anti-vibration foot seat with height adjusting base
CN105276056A (en) * 2014-07-15 2016-01-27 冠研(上海)企业管理咨询有限公司 Shockproof footstand with sharp base
CN105276056B (en) * 2014-07-15 2018-06-29 冠研(上海)专利技术有限公司 Shockproof pedestal with sharp seat
CN105276053B (en) * 2014-07-15 2018-12-11 冠研(上海)专利技术有限公司 Shockproof pedestal with fixed sliding sleeve
CN104314194B (en) * 2014-11-17 2016-05-25 长沙理工大学 A kind of building buffer structure and application thereof
CN104314194A (en) * 2014-11-17 2015-01-28 朱蕾 Building buffer structure and application thereof
CN106522398A (en) * 2016-09-28 2017-03-22 哈尔滨工业大学 Swinging type shock insulation layer capable of achieving overall sliding friction of bottom surface
CN106522398B (en) * 2016-09-28 2018-08-14 哈尔滨工业大学 Bottom surface whole slide friction pendulum Seismic Isolation of Isolation Layer
CN109898411A (en) * 2019-04-04 2019-06-18 北京建筑大学 A kind of spin support

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CX01 Expiry of patent term

Granted publication date: 20070815

EXPY Termination of patent right or utility model