CN207260714U - A kind of building structure with good function of seismic resistance - Google Patents
A kind of building structure with good function of seismic resistance Download PDFInfo
- Publication number
- CN207260714U CN207260714U CN201721131840.7U CN201721131840U CN207260714U CN 207260714 U CN207260714 U CN 207260714U CN 201721131840 U CN201721131840 U CN 201721131840U CN 207260714 U CN207260714 U CN 207260714U
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- supporting sleeve
- fixedly connected
- spring
- fixed block
- building structure
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Abstract
It the utility model is related to building structure technology field, and disclose a kind of building structure with good function of seismic resistance, including pillar, the bottom of the pillar at the top of footstock inner wall with being fixedly connected, the bottom of the footstock is fixedly connected with support column, the bottom of the support column offers sliding groove, steel ball is socketed with the sliding groove, the side of the support column is fixedly connected with the side of fixed block, the fixed block is socketed in the first spring, and the described one end of first spring away from fixed block is socketed in the first fixing groove.A kind of building structure with good function of seismic resistance, pass through the first spring being fixedly connected inside sliding groove between the steel ball and support column and the first supporting sleeve of socket, first spring can weaken transverse vibration, reaching reduces effect of the secondary wave to structure damage, by the second spring being fixedly connected between the first supporting sleeve and the second supporting sleeve, reach the effect longitudinally shaken caused by resistance earthquake.
Description
Technical field
Building structure technology field is the utility model is related to, is specially a kind of building structure with good function of seismic resistance.
Background technology
Earthquake is also known as earthquake, earthquake motion, is vibration caused by during earth's crust quick release of energy, during which can produce earthquake
A kind of natural phenomena of ripple, mutual extrusion and collision between plate and plate on the earth, causes edge of plate and plate interiors to produce
The changing of the relative positions and rupture, are the main reason for causing earthquake, earthquake often results in serious personal's injures and deaths；Building structure traditional at present subtracts
Shake method, often strengthens the intensity of heavy beam and load bearing wall to improve the shock resistance of building, but for more than 7 grades
Violent earthquake, the method for this simple reinforcement fabric structure intensity, lost because of horizontal earthquake and inclined vibrations damping and
The ability of protection, especially lives in the area that earthquake takes place frequently, and traditional building aseismicity structure is difficult to the safe need for meeting people
Ask.
Utility model content
(1) technical problem solved
In view of the deficiencies of the prior art, the utility model provides a kind of building structure with good function of seismic resistance, tool
The advantages that standby shock resistance is strong, solves the problems, such as to mention in above-mentioned background technology.
(2) technical solution
To realize the strong purpose of above-mentioned shock resistance, the utility model provides following technical solution：One kind has good anti-
The building structure of function, including pillar are shaken, the bottom of the pillar at the top of footstock inner wall with being fixedly connected, the bottom of the footstock
Portion is fixedly connected with support column, and the bottom of the support column offers sliding groove, steel ball, the branch are socketed with the sliding groove
The side of dagger is fixedly connected with the side of fixed block, and the fixed block is socketed in the first spring, and first spring is remote
One end of fixed block is socketed in the first fixing groove, and first fixing groove is fixedly connected on the side of the first supporting sleeve inner wall,
The bottom of the first supporting sleeve inner wall and the bottom of steel ball overlap, the bottom of first supporting sleeve and the top of the second fixed block
Portion is fixedly connected, and second fixed block is socketed in the inside of second spring, the second spring away from the second fixed block one
End cap is connected in the second fixing groove, and second fixing groove is fixedly connected on the top of the second supporting sleeve inner wall, described second
The side of support set inner wall is fixedly connected with sliding block, and the sliding block is slidably connected with slide, the side of the slide and the first support
The side of set is fixedly connected, and the bottom of first supporting sleeve at the top of beam with being fixedly connected, and beam is located at second
The left of fixed block, the bottom of the beam at the top of the second supporting sleeve inner wall with being fixedly connected, the inside of the beam
Cavity is offered, the first magnet and the second magnet have been respectively fixedly connected with the top and bottom of the cavity inner wall.
Preferably, the steel ball is made of high rigidity carbon steel, and the quantity of steel ball is no less than ten.
Preferably, the sliding groove is made of high strength carbon steel, and the inner wall of sliding groove scribbles lubricant.
Preferably, the quantity of second spring is four, and four second springs are symmetrical.
Preferably, first magnet and the second magnet are homopolarity to opposite, and the first magnet and the second magnet are homopolarity
Repel each other state.
Preferably, first supporting sleeve and the second supporting sleeve are reinforced concrete structure, and the first supporting sleeve and second
The size of supporting sleeve is adapted.
(3) beneficial effect
Compared with prior art, the utility model provides a kind of building structure with good function of seismic resistance, possess with
Lower beneficial effect：
1st, a kind of building structure with good function of seismic resistance, by the steel ball of socket inside sliding groove and support column with
The first spring being fixedly connected between first supporting sleeve, when being subject to secondary wave, building all around rocks, and steel ball is in cunning
Being rolled in dynamic groove drives support column to move back and forth, and the first spring laterally set can weaken transverse vibration, can alleviate earthquake
When shear wave, having reached reduces secondary wave to the effect of structure damage, by between the first supporting sleeve and the second supporting sleeve
The second spring being fixedly connected, longitudinally disposed second spring can reduce longitudinal vibrations, reach caused by resistance earthquake
The effect longitudinally shaken.
2nd, a kind of building structure with good function of seismic resistance, by being slided between the first supporting sleeve and the second supporting sleeve
The sliding block and slide of connection, sliding block slide up and down on slide, the first supporting sleeve and second support inner room between can only on move down
It is dynamic, reach the effect that lateral displacement occurs for the first supporting sleeve and the second support inner room when preventing earthquake, pass through the first supporting sleeve
And second beam being fixedly connected between supporting sleeve, reach the further effect for reducing vibrations.
Brief description of the drawings
Fig. 1 is the utility model structure diagram；
Fig. 2 is the structure diagram of the utility model structural support posts；
Fig. 3 is close-up schematic view at the A of the utility model structure chart 1.
In figure：1 pillar, 2 footstocks, 3 support columns, 4 sliding grooves, 5 steel balls, 6 first fixed blocks, 7 first springs, 8 first are consolidated
Determine groove, 9 first supporting sleeves, 10 second fixed blocks, 11 second springs, 12 second fixing grooves, 13 second supporting sleeves, 14 sliding blocks, 15
Slide, 16 beams, 17 cavitys, 18 first magnet, 19 second magnet.
Embodiment
The following is a combination of the drawings in the embodiments of the present utility model, and the technical scheme in the embodiment of the utility model is carried out
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 embodiment in the utility model, those of ordinary skill in the art are without making creative work
All other embodiments obtained, shall fall within the protection scope of the present invention.
Please refer to Fig.1-3, a kind of building structure with good function of seismic resistance, including pillar 1, the bottom and top of pillar 1
It is fixedly connected at the top of 2 inner walls of seat, the bottom of footstock 2 is fixedly connected with support column 3, and the bottom of support column 3 offers sliding groove
4, sliding groove 4 is made of high strength carbon steel, and the inner wall of sliding groove 4 scribbles lubricant, and steel ball 5, steel ball are socketed with sliding groove 4
5 are made of high rigidity carbon steel, and the quantity of steel ball 5 is no less than ten, and steel ball 5 receives horizontal power in earthquake, and steel ball 5 can
Roll in the sliding groove 4, the side of support column 3 is fixedly connected with the side of the first fixed block 6, and the first fixed block 6 is socketed in the
In one spring 7, the one end of the first spring 7 away from the first fixed block 6 is socketed in the first fixing groove 8, and fixing groove 8 is fixedly connected on
The side of first supporting sleeve, 9 inner wall, the quantity of the first spring 7 is four, and four the first springs 7 are symmetrical, the first support
Cover the bottom of 9 inner walls to overlap with the bottom of steel ball 5, supported by the steel ball 5 and support column 3 and first of the inside of sliding groove 4 socket
The first spring 7 being fixedly connected between set 9, when being subject to secondary wave, building all around rocks, and steel ball 5 is in sliding groove 4
Interior roll drives support column 3 to move back and forth, and the first spring 7 laterally set can weaken transverse vibration, when can alleviate earthquake
Shear wave, having reached reduces secondary wave to the effect of structure damage, and when earthquake can produce compressional wave and shear wave, and shear wave is broken
Bad power is most strong, and the vibrations of shear wave can be effectively reduced by this structure, and preciousness is provided for people when meeting with disaster
Flee from the time, the bottom of the first supporting sleeve 9 is fixedly connected with the top of the second fixed block 10, and the second fixed block 10 is socketed in second
The inside of spring 11, the one end of second spring 11 away from the second fixed block 10 are socketed in the second fixing groove 12, second spring 11
Quantity be four, and four second springs 11 are symmetrical, and the second fixing groove 12 is fixedly connected on 13 inner wall of the second supporting sleeve
Top, the first supporting sleeve 9 and the second supporting sleeve 13 are reinforced concrete structure, and the first supporting sleeve 9 and the second supporting sleeve 13
Size be adapted, it is longitudinally disposed by the second spring 11 being fixedly connected between the first supporting sleeve 9 and the second supporting sleeve 13
Second spring 11 can reduce longitudinal vibrations, reach the effect longitudinally shaken caused by resistance earthquake, the second supporting sleeve 13
The side of inner wall is fixedly connected with sliding block 14, and sliding block 14 is slidably connected with slide 15, the side of slide 15 and the first supporting sleeve 9
Side is fixedly connected, and passes through the sliding block 14 and slide 15 being slidably connected between the first supporting sleeve 9 and the second supporting sleeve 13, sliding block 14
Slided up and down on slide 15, between the first supporting sleeve 9 and the second supporting sleeve 13 between can only move up and down, having reached prevents earthquake
When the first supporting sleeve 9 and the second supporting sleeve 13 between the effect of lateral displacement, the bottom of the first supporting sleeve 9 and beam 16 occurs
Top is fixedly connected, and beam 16 is located at the left of the second fixed block 10, the bottom of beam 16 with the second supporting sleeve 13
It is fixedly connected at the top of wall, the inside of beam 16 offers cavity 17, and camber is designed in the top and bottom of 17 inner wall of cavity,
The damping effect of beam 16 can be strengthened, the first magnet 18 and have been respectively fixedly connected with the top and bottom of 17 inner wall of cavity
Two magnet 19, the first magnet 18 and the second magnet 19 are homopolarity to opposite, and the first magnet 18 and the second magnet 19 are homopolarity phase
Reprimand state, the mutual expelling force between the first magnet 18 and the second magnet 19 play the effect of damping vibration, pass through 9 He of the first supporting sleeve
The beam 16 being fixedly connected between second supporting sleeve 13, has reached the further effect for reducing vibrations, and this structure can have
Effect resists the compressional wave of earthquake generation and the shear wave that destructive power is strong, solves the problems, such as that current conventional building construction shock resistance is poor.
When in use, it is fixedly connected using between the steel ball 5 and support column 3 and the first supporting sleeve 9 of the inside of sliding groove 4 socket
The first spring 7, when being subject to secondary wave, building all around rocks, and steel ball 5 rolls in the sliding groove 4 and drives building
Move back and forth, the first spring 7 laterally set can weaken transverse vibration, can alleviate shear wave during earthquake, and it is horizontal to reduce earthquake
Ripple, using the second spring 11 being fixedly connected between the first supporting sleeve 9 and the second supporting sleeve 13, coordinates first to structure damage
The beam 16 being fixedly connected between 9 and second supporting sleeve 13 of supporting sleeve, longitudinally disposed second spring 11 can reduce longitudinal direction
Vibrations, beam 16 have cushioning effect, resist and are longitudinally shaken caused by earthquake, utilize the first supporting sleeve 9 and the second support
The sliding block 14 and slide 15 that are slidably connected between set 13, sliding block 14 slide up and down on slide 15, the first supporting sleeve 9 and second
It can only be moved up and down between support set 13, prevent that lateral displacement occurs between the first supporting sleeve 9 and the second supporting sleeve 13 during earthquake.
In conclusion it is fixedly connected between the steel ball 5 and support column 3 and the first supporting sleeve 9 that are socketed by the inside of sliding groove 4
The first spring 7, when being subject to secondary wave, building all around rocks, and steel ball 5 rolls in the sliding groove 4 and drives support column
3 move back and forth, and the first spring 7 laterally set can weaken transverse vibration, can alleviate shear wave during earthquake, reach reduction
Secondary wave passes through the second bullet being fixedly connected between the first supporting sleeve 9 and the second supporting sleeve 13 to the effect of structure damage
Spring 11, longitudinally disposed second spring 11 can reduce longitudinal vibrations, reach the effect longitudinally shaken caused by resistance earthquake
Fruit, by the sliding block 14 and slide 15 being slidably connected between the first supporting sleeve 9 and the second supporting sleeve 13, sliding block 14 is on slide 15
Slide up and down, between the first supporting sleeve 9 and the second supporting sleeve 13 between can only move up and down, reached when preventing earthquake first and supported
The effect of lateral displacement occurs for set and the second support inner room, by being fixedly connected between the first supporting sleeve 9 and the second supporting sleeve 13
Beam 16, reached it is further reduce vibrations effect.
It should be noted that herein, relational terms such as first and second and the like are used merely to a reality
Body or operation are distinguished with another entity or operation, are deposited without necessarily requiring or implying between these entities or operation
In any this actual relation or order.Moreover, term " comprising ", "comprising" or its any other variant are intended to
Non-exclusive inclusion, so that process, method, article or equipment including a series of elements not only will including those
Element, but also including other elements that are not explicitly listed, or further include as this process, method, article or equipment
Intrinsic key element.
While there has been shown and described that the embodiment of the utility model, for the ordinary skill in the art,
It is appreciated that these embodiments can be carried out with a variety of changes in the case where not departing from the principle of the utility model and spirit, repaiied
Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.
Claims (6)
1. a kind of building structure with good function of seismic resistance, including pillar (1), it is characterised in that：The bottom of the pillar (1)
It is fixedly connected with the top of footstock (2) inner wall, the bottom of the footstock (2) is fixedly connected with support column (3), the support column
(3) bottom offers sliding groove (4), is socketed with steel ball (5) in the sliding groove (4), the side of the support column (3) and the
The side of one fixed block (6) is fixedly connected, and first fixed block (6) is socketed in the first spring (7), first spring
(7) one end away from the first fixed block (6) is socketed in the first fixing groove (8), and first fixing groove (8) is fixedly connected on the
The side of one supporting sleeve (9) inner wall, the bottom of the first supporting sleeve (9) inner wall are overlapped with the bottom of steel ball (5), and described first
With being fixedly connected at the top of the second fixed block (10), second fixed block (10) is socketed in the second bullet for the bottom of supporting sleeve (9)
The inside of spring (11), the one end of the second spring (11) away from the second fixed block (10) are socketed in the second fixing groove (12),
Second fixing groove (12) is fixedly connected on the top of the second supporting sleeve (13) inner wall, the second supporting sleeve (13) inner wall
Side is fixedly connected with sliding block (14), and the sliding block (14) is slidably connected with slide (15), the side of the slide (15) and the
The side of one supporting sleeve (9) is fixedly connected, the bottom of first supporting sleeve (9) with being fixedly connected at the top of beam (16),
And beam (16) is located at the left of the second fixed block (10), bottom and the second supporting sleeve (13) inner wall of the beam (16)
Top be fixedly connected, the inside of the beam (16) offers cavity (17), the top and bottom of cavity (17) inner wall
Portion is fixedly connected with the first magnet (18) and the second magnet (19) respectively.
A kind of 2. building structure with good function of seismic resistance according to claim 1, it is characterised in that：The steel ball
(5) it is made of high rigidity carbon steel, and the quantity of steel ball (5) is no less than ten.
A kind of 3. building structure with good function of seismic resistance according to claim 1, it is characterised in that：The sliding groove
(4) it is made of high strength carbon steel, and the inner wall of sliding groove (4) scribbles lubricant.
A kind of 4. building structure with good function of seismic resistance according to claim 1, it is characterised in that：Second spring
(11) quantity is four, and four second springs (11) are symmetrical.
A kind of 5. building structure with good function of seismic resistance according to claim 1, it is characterised in that：First magnetic
Iron (18) and the second magnet (19) be homopolarity to opposite, and the first magnet (18) and the second magnet (19) are homopolar-repulsion state.
A kind of 6. building structure with good function of seismic resistance according to claim 1, it is characterised in that：Described first
Support set (9) and the second supporting sleeve (13) are reinforced concrete structure, and the size of the first supporting sleeve (9) and the second supporting sleeve (13)
It is adapted.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721131840.7U CN207260714U (en) | 2017-09-05 | 2017-09-05 | A kind of building structure with good function of seismic resistance |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721131840.7U CN207260714U (en) | 2017-09-05 | 2017-09-05 | A kind of building structure with good function of seismic resistance |
Publications (1)
| Publication Number | Publication Date |
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| CN207260714U true CN207260714U (en) | 2018-04-20 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721131840.7U Expired - Fee Related CN207260714U (en) | 2017-09-05 | 2017-09-05 | A kind of building structure with good function of seismic resistance |
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| CN (1) | CN207260714U (en) |
Cited By (19)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108869623A (en) * | 2018-08-13 | 2018-11-23 | 上海电力学院 | A kind of combined type shock isolating pedestal for high voltage electric equipment shock insulation |
| CN109339275A (en) * | 2018-12-12 | 2019-02-15 | 山东大学 | A kind of multiple shock reducing device based on magnet performance |
| CN109361964A (en) * | 2018-10-26 | 2019-02-19 | 江苏德联达智能科技有限公司 | A kind of shatter-resistant antidetonation interchanger |
| CN109357110A (en) * | 2018-12-21 | 2019-02-19 | 金陵科技学院 | A kind of Architectural Equipment quake-proof seat |
| CN110369511A (en) * | 2019-07-29 | 2019-10-25 | 常州威诺斯花辊有限公司 | A kind of fast mill bracket fixing device |
| CN110685383A (en) * | 2019-10-18 | 2020-01-14 | 罗志康 | Flexible connection's assembled wall body |
| CN110952669A (en) * | 2019-11-22 | 2020-04-03 | 南京金海设计工程有限公司 | Assembled building with antidetonation function |
| CN111058470A (en) * | 2019-12-24 | 2020-04-24 | 中晨建工(深圳)有限公司 | Inhale shake shock-absorbing structure |
| CN111173161A (en) * | 2020-03-11 | 2020-05-19 | 张靖 | Multi-dimensional anti-seismic buffer base mechanism for building and implementing method thereof |
| CN111335477A (en) * | 2020-03-08 | 2020-06-26 | 北京工业大学 | Compound type multidimensional shock insulation support with double-layer disc springs |
| CN111472393A (en) * | 2020-04-17 | 2020-07-31 | 温州坤睿建设工程有限公司 | Structure is built to antidetonation room |
| CN111537535A (en) * | 2020-05-18 | 2020-08-14 | 郭瑞 | A inorganic matter detection device for agricultural product planting environment |
| CN111576908A (en) * | 2020-04-14 | 2020-08-25 | 成都农业科技职业学院 | Constructional engineering frame roof beam reinforcing apparatus |
| CN111764500A (en) * | 2020-07-19 | 2020-10-13 | 刘振国 | Assembled building mechanism with deformation is prevented in antidetonation |
| CN112049245A (en) * | 2020-08-26 | 2020-12-08 | 广东九万里建设集团有限公司 | Fully-assembled prestressed concrete frame and construction method |
| CN112459331A (en) * | 2020-10-28 | 2021-03-09 | 温州匡乐步网络科技有限公司 | Intelligent manufacturing building ceiling based on magnetic attraction principle |
| CN113290690A (en) * | 2021-06-10 | 2021-08-24 | 安徽瑞澳混凝土有限公司 | Device and method for producing concrete member |
| CN114000750A (en) * | 2021-12-13 | 2022-02-01 | 李国华 | Earthquake-resistant building with rolling ball supporting and moving earthquake-resistant structure |
| CN114961390A (en) * | 2022-06-02 | 2022-08-30 | 巫前进 | Shock absorption and isolation structure of earthquake-resistant building |
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- 2017-09-05 CN CN201721131840.7U patent/CN207260714U/en not_active Expired - Fee Related
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN108869623A (en) * | 2018-08-13 | 2018-11-23 | 上海电力学院 | A kind of combined type shock isolating pedestal for high voltage electric equipment shock insulation |
| CN109361964A (en) * | 2018-10-26 | 2019-02-19 | 江苏德联达智能科技有限公司 | A kind of shatter-resistant antidetonation interchanger |
| CN109339275A (en) * | 2018-12-12 | 2019-02-15 | 山东大学 | A kind of multiple shock reducing device based on magnet performance |
| CN109357110A (en) * | 2018-12-21 | 2019-02-19 | 金陵科技学院 | A kind of Architectural Equipment quake-proof seat |
| CN110369511A (en) * | 2019-07-29 | 2019-10-25 | 常州威诺斯花辊有限公司 | A kind of fast mill bracket fixing device |
| CN110685383A (en) * | 2019-10-18 | 2020-01-14 | 罗志康 | Flexible connection's assembled wall body |
| CN110952669B (en) * | 2019-11-22 | 2021-02-19 | 南京金海设计工程有限公司 | Assembled building with antidetonation function |
| CN110952669A (en) * | 2019-11-22 | 2020-04-03 | 南京金海设计工程有限公司 | Assembled building with antidetonation function |
| CN111058470A (en) * | 2019-12-24 | 2020-04-24 | 中晨建工(深圳)有限公司 | Inhale shake shock-absorbing structure |
| CN111335477A (en) * | 2020-03-08 | 2020-06-26 | 北京工业大学 | Compound type multidimensional shock insulation support with double-layer disc springs |
| CN111173161A (en) * | 2020-03-11 | 2020-05-19 | 张靖 | Multi-dimensional anti-seismic buffer base mechanism for building and implementing method thereof |
| CN111576908A (en) * | 2020-04-14 | 2020-08-25 | 成都农业科技职业学院 | Constructional engineering frame roof beam reinforcing apparatus |
| CN111472393A (en) * | 2020-04-17 | 2020-07-31 | 温州坤睿建设工程有限公司 | Structure is built to antidetonation room |
| CN111472393B (en) * | 2020-04-17 | 2021-06-29 | 温州坤睿建设工程有限公司 | Structure is built to antidetonation room |
| CN111537535A (en) * | 2020-05-18 | 2020-08-14 | 郭瑞 | A inorganic matter detection device for agricultural product planting environment |
| CN111764500A (en) * | 2020-07-19 | 2020-10-13 | 刘振国 | Assembled building mechanism with deformation is prevented in antidetonation |
| CN112049245A (en) * | 2020-08-26 | 2020-12-08 | 广东九万里建设集团有限公司 | Fully-assembled prestressed concrete frame and construction method |
| CN112459331A (en) * | 2020-10-28 | 2021-03-09 | 温州匡乐步网络科技有限公司 | Intelligent manufacturing building ceiling based on magnetic attraction principle |
| CN113290690A (en) * | 2021-06-10 | 2021-08-24 | 安徽瑞澳混凝土有限公司 | Device and method for producing concrete member |
| CN114000750A (en) * | 2021-12-13 | 2022-02-01 | 李国华 | Earthquake-resistant building with rolling ball supporting and moving earthquake-resistant structure |
| CN114961390A (en) * | 2022-06-02 | 2022-08-30 | 巫前进 | Shock absorption and isolation structure of earthquake-resistant building |
| CN114961390B (en) * | 2022-06-02 | 2024-03-29 | 广东新长安建筑设计院有限公司 | Shock attenuation shock insulation structure of antidetonation building |
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