CN105822122B - A kind of hypogee antidetonation supporting - Google Patents
A kind of hypogee antidetonation supporting Download PDFInfo
- Publication number
- CN105822122B CN105822122B CN201610215140.XA CN201610215140A CN105822122B CN 105822122 B CN105822122 B CN 105822122B CN 201610215140 A CN201610215140 A CN 201610215140A CN 105822122 B CN105822122 B CN 105822122B
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- China
- Prior art keywords
- layer
- concrete
- stratum reticulare
- hypogee
- column
- 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 - Fee Related
Links
- 239000004567 concrete Substances 0.000 claims abstract description 73
- 230000002787 reinforcement Effects 0.000 claims abstract description 23
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 15
- 206010058109 Hangnail Diseases 0.000 claims abstract description 9
- 239000010410 layer Substances 0.000 claims description 96
- 229920001971 elastomer Polymers 0.000 claims description 12
- 239000005060 rubber Substances 0.000 claims description 12
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 239000002184 metal Substances 0.000 claims description 3
- 229910052751 metal Inorganic materials 0.000 claims description 3
- 239000011241 protective layer Substances 0.000 claims description 2
- 230000000694 effects Effects 0.000 abstract description 9
- 230000003139 buffering effect Effects 0.000 abstract description 7
- 239000000203 mixture Substances 0.000 abstract description 3
- 238000009434 installation Methods 0.000 description 2
- 230000001681 protective effect Effects 0.000 description 2
- 229920000297 Rayon Polymers 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- PCHJSUWPFVWCPO-UHFFFAOYSA-N gold Chemical compound [Au] PCHJSUWPFVWCPO-UHFFFAOYSA-N 0.000 description 1
- 239000010931 gold Substances 0.000 description 1
- 229910052737 gold Inorganic materials 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The invention discloses a kind of hypogee antidetonation supporting, including two layer concrete ring layers inside and outside inner layer and outer layer composition, described concrete ring layer is sleeved on the outside of concrete column, and described concrete ring layer includes internal layer reinforcing bar stratum reticulare, concrete layer and outer reinforcement stratum reticulare successively from inside to outside；In described internal layer reinforcing bar stratum reticulare and described outer reinforcement stratum reticulare towards being respectively arranged with hangnail on the described side end face of concrete layer one, point to described concrete layer bottom end in described hangnail end, pre-embedded bolt is provided with described concrete column, high strong spring is provided with a side end face of the described internal layer bar-mat reinforcement aspect to described concrete column of inner layer, described high strong spring is fixedly connected on away from described internal layer reinforcing bar stratum reticulare one end on described pre-embedded bolt；The present invention can play the effect of buffering vibration active force when vibrating, and protection and support effect can be played to the concrete structure of hypogee.
Description
Technical field
The present invention relates to a kind of hypogee antidetonation supporting.
Background technology
In order to ensure the anti seismic efficiency of building, it will usually set longer beneath concrete structure, be embedded in beneath build
When building concrete structure and being acted on by external force, Relative Vibration is easily produced, causes building structure unstable.
The content of the invention
It is an object of the invention to provide a kind of hypogee antidetonation supporting, the problem of prior art is present can be improved,
By using the inner layer and outer ring Rotating fields of reinforced concrete structure, and using high strong spring realize inner layer and outer layer it
Between relative connection, when vibrating, the effect of buffering vibration active force can be played, can be to the concrete of hypogee
Structure plays protection and support effect.
The present invention is achieved through the following technical solutions：
Two layer concrete ring layers inside and outside a kind of hypogee antidetonation supporting, including inner layer and outer layer composition, it is described
Concrete ring layer be sleeved on the outside of concrete column, described concrete ring layer includes internal layer bar-mat reinforcement successively from inside to outside
Layer, concrete layer and outer reinforcement stratum reticulare；
In described internal layer reinforcing bar stratum reticulare and described outer reinforcement stratum reticulare towards on the described side end face of concrete layer one
Hangnail is respectively arranged with, described hangnail end is pointed to described concrete layer bottom end, set on described concrete column
Pre-embedded bolt is equipped with, is provided with a side end face of the described internal layer bar-mat reinforcement aspect to described concrete column of inner layer
High strong spring, described high strong spring are fixedly connected on away from described internal layer reinforcing bar stratum reticulare one end on described pre-embedded bolt,
High strong spring is provided between the outer reinforcement stratum reticulare of described inner layer and the internal layer reinforcing bar stratum reticulare of described outer layer；
Described pre-embedded bolt is at least 2 groups set at equal intervals along described concrete column short transverse, described in every group
Pre-embedded bolt be at least three circumferentially arranged at equal intervals along described concrete column outer wall, described high strong spring and institute
The pre-embedded bolt quantity stated and position are corresponding, and the axis of described high strong spring is directed to the axis side of described concrete column
To.
Further, for the present invention is better achieved, base, described base are housed in described concrete column outer sheath
Below described concrete ring layer, bearing is provided with below described the middle of the base, the top in the middle part of described bearing
Column is provided with, cushion is housed in described column outer sheath.
Further, for the present invention is better achieved, described cushion is that alternately superposition is formed for steel plate and rubber.
Further, for the present invention is better achieved, matcoveredn, described guarantor are set on the outside of described cushion
Sheath includes the gold for being sleeved on the rubber protecting jacket on the outside of described cushion and being sleeved on outside described rubber protecting jacket
Belong to stratum reticulare.
Further, for the present invention is better achieved, centring ring is provided with the middle part of described base lower surface, it is described
Centring ring is hollow annular structure, and described column upper end is on the inside of described centring ring.
Further, for the present invention is better achieved, the internal diameter of described centring ring is more than the external diameter of described column.
Further, for the present invention is better achieved, ball is provided with the upper surface of described column.
Further, for the present invention is better achieved, through hole, described through hole are provided with described base upper surface
For three groups set gradually from inside to outside, bolt is respectively arranged with described through hole, is set respectively on described bolt
There is high strong spring, described outer layer is fixedly connected on away from described bolt one end positioned at outermost described high strong spring
Outer reinforcement stratum reticulare on, the described high strong spring positioned at middle part is fixedly connected on away from described bolt one end in described
On the outer reinforcement stratum reticulare of ring layer, internally positioned described high strong spring is fixedly connected on described away from described bolt one end
Concrete column on.
Further, for the present invention is better achieved, the through hole described in every group is to be arranged at equal intervals on described base
At least four.
The present invention compared with prior art, has the advantages that：
The present invention, can be in all directions by setting multigroup high strong spring between inner layer and concrete column
Active force enters row buffering so that when the concrete column of building lot is acted on by external force, it is not easy to is damaged due to vibrations；Together
When the present invention by using two layer concrete Circle Structures, and cavity is set between two layers of ring layer, in two layer concrete ring layers
Between high strong spring is set, when overall structure is placed under ground, when being acted on by external force, under the active force of high strong spring,
The effect that outer layer is subject to can be buffered by high strong spring so that in the active force that outer layer is subject to will not be directly delivered to
In ring layer, overall structure can be avoided to cause the damage of concrete column when being acted on by external force.
Brief description of the drawings
In order to illustrate the technical solution of the embodiments of the present invention more clearly, below by embodiment it is required use it is attached
Figure is briefly described, it will be appreciated that the following drawings illustrate only certain embodiments of the present invention, therefore be not construed as pair
The restriction of scope, for those of ordinary skill in the art, on the premise of not paying creative work, can also be according to this
A little accompanying drawings obtain other related accompanying drawings.
Fig. 1 is overall structure diagram of the present invention.
Wherein：1. concrete column, 2. inner layers, 3. outer layers, 4. internal layer reinforcing bar stratum reticulares, 5. outer reinforcement stratum reticulares, 6. is mixed
Solidifying soil layer, 7. hangnails, 8. pre-embedded bolts, 9. high strong springs, 10. bases, 11. bearings, 12. columns, 13. cushions, 14. rubbers
Glue protective case, 15. metal net layers, 16. centring rings, 17. balls, 18. bolts.
Embodiment
The present invention is described in further detail with reference to specific embodiment, but embodiments of the present invention are not limited to
This.
Embodiment 1：
A kind of as shown in figure 1, two layers of coagulation inside and outside hypogee antidetonation supporting, including inner layer 2 and the composition of outer layer 3
Pedosphere layer, described concrete ring layer are sleeved on the outside of concrete column 1, and described concrete ring layer includes successively from inside to outside
Internal layer reinforcing bar stratum reticulare 4, concrete layer 6 and outer reinforcement stratum reticulare 5；
In described internal layer reinforcing bar stratum reticulare and described outer reinforcement stratum reticulare towards on the described side end face of concrete layer one
Hangnail 7 is respectively arranged with, described hangnail end is pointed to described concrete layer bottom end, set on described concrete column
Pre-embedded bolt 8 is equipped with, is set on a side end face of the described internal layer bar-mat reinforcement aspect to described concrete column of inner layer
There is high strong spring 9, described high strong spring is fixedly connected on described pre-embedded bolt away from described internal layer reinforcing bar stratum reticulare one end
On, it is provided with high strong spring between the outer reinforcement stratum reticulare of described inner layer and the internal layer reinforcing bar stratum reticulare of described outer layer；
Described pre-embedded bolt is at least 2 groups set at equal intervals along described concrete column short transverse, described in every group
Pre-embedded bolt be at least three circumferentially arranged at equal intervals along described concrete column outer wall, described high strong spring and institute
The pre-embedded bolt quantity stated and position are corresponding, and the axis of described high strong spring is directed to the axis side of described concrete column
To.
The present invention, can be in all directions by setting multigroup high strong spring between inner layer and concrete column
Active force enters row buffering so that when the concrete column of building lot is acted on by external force, it is not easy to is damaged due to vibrations；Together
When the present invention by using two layer concrete Circle Structures, and cavity is set between two layers of ring layer, in two layer concrete ring layers
Between high strong spring is set, when overall structure is placed under ground, when being acted on by external force, under the active force of high strong spring,
The effect that outer layer is subject to can be buffered by high strong spring so that in the active force that outer layer is subject to will not be directly delivered to
In ring layer, overall structure can be avoided to cause the damage of concrete column when being acted on by external force.
Embodiment 2：
The present embodiment is on the basis of embodiment 1, in order to improve integrally-built anti-seismic performance, it is preferable that described
Concrete column outer sheath is equipped with base 10, and described base is below described concrete ring layer, in described the middle of the base
Lower section is provided with bearing 11, and top is provided with column 12 in the middle part of described bearing, in described column outer sheath equipped with buffering
Bed course 13.When concrete ring layer is by longitudinal force, by the buffering for the cushion being arranged between base and bearing
Effect so that the longitudinal force that concrete ring layer is subject to is buffered, and avoids concrete ring layer from producing damage.
Preferably, in the present embodiment, described cushion is that alternately superposition is formed for steel plate and rubber.Anti-corrosion can be used
Rubber bound on steel plate, using the cushioning effect of rubber, is played the effect for entering row buffering to active force, utilized simultaneously by viscose
Steel plate helps to make cushion keep solid shape, avoids it from producing inclination as support and muscles and bones structure.
In the present embodiment, in order to be played a protective role to cushion, it is preferable that set on the outside of described cushion
Matcoveredn, described protective layer include the rubber protecting jacket 14 being sleeved on the outside of described cushion and are sleeved on described
Metal net layer 15 outside rubber protecting jacket.
In order to facilitate installation, in the present embodiment, it is preferable that centring ring 16 is provided with the middle part of described base lower surface,
Described centring ring is hollow annular structure, and described column upper end is on the inside of described centring ring.By using centring ring
Structure, column can be facilitated with respect to the positioning of base, convenient installation.
When by horizontal shear force, it is broken in order to avoid column produces, in the present embodiment, it is preferable that described positioning
The internal diameter of circle is more than the external diameter of described column.When by horizontal shear force, column can produce level on the inside of centring ring
Relative movement, so as to avoid its fracture.
In order to reduce frictional force of the column with respect to base, in the present embodiment, it is preferable that on the upper surface of described column
It is provided with ball 17.
In order to improve the stability of understructure, in the present embodiment, it is preferable that be provided with described base upper surface
Through hole, described through hole are three groups set gradually from inside to outside, bolt 18 are respectively arranged with described through hole, described
Bolt on be respectively arranged with high strong spring, fix and connect away from described bolt one end positioned at outermost described high strong spring
It is connected on the outer reinforcement stratum reticulare of described outer layer, the described high strong spring positioned at middle part is consolidated away from described bolt one end
Surely it is connected on the outer reinforcement stratum reticulare of described inner layer, internally positioned described high strong spring is away from described bolt one
End is fixedly connected on described concrete column.By using high strong spring, it is set to distinguish connect base and outer layer, inner layer
And concrete column, stretching action can be played to outer layer, inner layer and concrete column, avoid said structure from producing inclination.
It is further preferred that in order that the elastic acting force for the high strong spring that said structure is subject to is more uniform, this implementation
In example, the through hole described in every group is at least four being arranged at equal intervals on described base.
The preferred embodiments of the present invention are the foregoing is only, are not intended to limit the invention, for the skill of this area
For art personnel, the present invention can have various modifications and variations.Within the spirit and principles of the invention, that is made any repaiies
Change, equivalent substitution, improvement etc., should be included in the scope of the protection.
Claims (9)
- A kind of 1. hypogee antidetonation supporting, it is characterised in that：Including inner layer（2）And outer layer（3）Inside and outside two layers formed Concrete ring layer, described concrete ring layer are sleeved on concrete column（1）Outside, described concrete ring layer from inside to outside according to It is secondary including internal layer reinforcing bar stratum reticulare（4）, concrete layer（6）With outer reinforcement stratum reticulare（5）；Described internal layer reinforcing bar stratum reticulare and described outer reinforcement stratum reticulare towards on the described side end face of concrete layer one respectively It is provided with hangnail（7）, described hangnail end is pointed to described concrete layer bottom end, set on described concrete column There is pre-embedded bolt（8）, set on a side end face of the described internal layer bar-mat reinforcement aspect to described concrete column of inner layer There is high strong spring（9）, described high strong spring is fixedly connected on described pre-buried spiral shell away from described internal layer reinforcing bar stratum reticulare one end On bolt, high-strength bullet is provided between the outer reinforcement stratum reticulare of described inner layer and the internal layer reinforcing bar stratum reticulare of described outer layer Spring；Described pre-embedded bolt is at least 2 groups set at equal intervals along described concrete column short transverse, pre- described in every group It is at least three circumferentially arranged at equal intervals along described concrete column outer wall to bury bolt, described high strong spring with it is described Pre-embedded bolt quantity and position are corresponding, and the axis of described high strong spring is directed to the axis direction of described concrete column.
- A kind of 2. hypogee antidetonation supporting according to claim 1, it is characterised in that：On the outside of described concrete column It is set with base（10）, described base is provided with below described concrete ring layer below described the middle of the base Bearing（11）, top is provided with column in the middle part of described bearing（12）, cushion is housed in described column outer sheath （13）.
- A kind of 3. hypogee antidetonation supporting according to claim 2, it is characterised in that：Described cushion is steel plate Alternately superposition is formed with rubber.
- A kind of 4. hypogee antidetonation supporting according to claim 3, it is characterised in that：On the outside of described cushion Matcoveredn is set, and described protective layer includes being sleeved on the rubber protecting jacket on the outside of described cushion（14）Be sleeved on Metal net layer outside described rubber protecting jacket（15）.
- A kind of 5. hypogee antidetonation supporting according to claim 2, it is characterised in that：In described base lower surface Portion is provided with centring ring（16）, described centring ring is hollow annular structure, and described column upper end is located at described centring ring Inner side.
- A kind of 6. hypogee antidetonation supporting according to claim 5, it is characterised in that：The internal diameter of described centring ring is big In the external diameter of described column.
- A kind of 7. hypogee antidetonation supporting according to claim 6, it is characterised in that：In the upper surface of described column On be provided with ball（17）.
- A kind of 8. hypogee antidetonation supporting according to claim 2, it is characterised in that：On described base upper surface Through hole is provided with, described through hole is three groups set gradually from inside to outside, and bolt is respectively arranged with described through hole （18）, high strong spring is respectively arranged with described bolt, positioned at outermost described high strong spring away from described spiral shell Bolt one end is fixedly connected on the outer reinforcement stratum reticulare of described outer layer, and the described high strong spring positioned at middle part is away from described Bolt one end be fixedly connected on the outer reinforcement stratum reticulare of described inner layer, internally positioned described high strong spring is remote Described bolt one end is fixedly connected on described concrete column.
- A kind of 9. hypogee antidetonation supporting according to claim 8, it is characterised in that：Through hole described in every group is between waiting Every at least four being arranged on described base.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610215140.XA CN105822122B (en) | 2016-04-08 | 2016-04-08 | A kind of hypogee antidetonation supporting |
| CN201710810163.XA CN107604925B (en) | 2016-04-08 | 2016-04-08 | A kind of hypogee antidetonation suspension device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610215140.XA CN105822122B (en) | 2016-04-08 | 2016-04-08 | A kind of hypogee antidetonation supporting |
Related Child Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710810163.XA Division CN107604925B (en) | 2016-04-08 | 2016-04-08 | A kind of hypogee antidetonation suspension device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105822122A CN105822122A (en) | 2016-08-03 |
| CN105822122B true CN105822122B (en) | 2017-12-08 |
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ID=56526717
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710810163.XA Active CN107604925B (en) | 2016-04-08 | 2016-04-08 | A kind of hypogee antidetonation suspension device |
| CN201610215140.XA Expired - Fee Related CN105822122B (en) | 2016-04-08 | 2016-04-08 | A kind of hypogee antidetonation supporting |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710810163.XA Active CN107604925B (en) | 2016-04-08 | 2016-04-08 | A kind of hypogee antidetonation suspension device |
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| Country | Link |
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| CN (2) | CN107604925B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107859197B (en) * | 2017-11-17 | 2019-08-09 | 魏超 | A kind of building aseismicity, vibration absorber |
| CN117386041B (en) * | 2023-12-12 | 2024-02-13 | 石家庄铁道大学 | Underground building anti-seismic supporting structure |
Family Cites Families (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0978880A (en) * | 1995-09-18 | 1997-03-25 | Ishikawajima Harima Heavy Ind Co Ltd | Three-dimensional base isolation structure |
| CN2564635Y (en) * | 2002-08-30 | 2003-08-06 | 张德新 | Building vibration-proof device |
| CN201103128Y (en) * | 2007-10-29 | 2008-08-20 | 广州大学 | Vibration insulating foundation of vibrating equipment |
| CN201202293Y (en) * | 2008-06-06 | 2009-03-04 | 张昌茂 | Assembled anti-vibration movable house |
| CN101949228A (en) * | 2010-08-31 | 2011-01-19 | 溧阳市正翔精密机械有限公司 | Quakeproof building |
| JP5285821B1 (en) * | 2013-02-22 | 2013-09-11 | 愼一 石井 | Isolation structure |
| CN203905196U (en) * | 2014-06-18 | 2014-10-29 | 桂林理工大学 | Anti-seismic structure column foot |
| JP6534026B2 (en) * | 2014-07-10 | 2019-06-26 | 清水建設株式会社 | Seismic isolation building and its construction method |
| CN204456236U (en) * | 2014-12-19 | 2015-07-08 | 吴江市纺织科技中心有限公司 | A kind of building foundation structure of Absorbable rod seismic forces |
| CN204983857U (en) * | 2015-08-10 | 2016-01-20 | 台州鑫洋市政建筑有限公司 | Novel antidetonation room building structure |
-
2016
- 2016-04-08 CN CN201710810163.XA patent/CN107604925B/en active Active
- 2016-04-08 CN CN201610215140.XA patent/CN105822122B/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| CN105822122A (en) | 2016-08-03 |
| CN107604925A (en) | 2018-01-19 |
| CN107604925B (en) | 2019-09-17 |
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