CN107604925B - A kind of hypogee antidetonation suspension device - Google Patents
A kind of hypogee antidetonation suspension device Download PDFInfo
- Publication number
- CN107604925B CN107604925B CN201710810163.XA CN201710810163A CN107604925B CN 107604925 B CN107604925 B CN 107604925B CN 201710810163 A CN201710810163 A CN 201710810163A CN 107604925 B CN107604925 B CN 107604925B
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- layer
- concrete
- stratum reticulare
- strong spring
- column
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- 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
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- 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 suspension devices, including two layer concrete ring layers inside and outside inner layer and outer layer composition, the concrete ring layer is sleeved on the outside of concrete column, and the concrete ring layer successively includes internal layer reinforcing bar stratum reticulare, concrete layer and outer reinforcement stratum reticulare from inside to outside；In the internal layer reinforcing bar stratum reticulare and the outer reinforcement stratum reticulare towards being respectively arranged with hangnail on one side end face of concrete layer, it is directed toward the concrete layer bottom end in the hangnail end, pre-embedded bolt is provided on the concrete column, high strong spring is provided on a side end face of the internal layer steel mesh level to the concrete column of inner layer, the high strong spring is fixedly connected on the pre-embedded bolt far from described internal layer reinforcing bar stratum reticulare one end；The present invention can play the effect of buffering vibration active force when vibrating, and can play protection and support effect to the concrete structure of hypogee.
Description
Technical field
The present invention relates to a kind of hypogee antidetonation suspension devices.
Background technique
In order to guarantee the anti seismic efficiency of building, it will usually concrete structure under longer be arranged, be embedded in beneath build
When building concrete structure by external force, it is easy to produce Relative Vibration, causes building structure unstable.
Summary of the invention
The purpose of the present invention is to provide a kind of hypogee antidetonation suspension devices, can improve of the existing technology ask
Topic realizes inner layer and outer ring by using the inner layer and outer layer structure of reinforced concrete structure, and using high strong spring
Opposite connection between layer, when vibrating, can play the effect of buffering vibration active force, can mix to hypogee
Xtah Crude Clay structure plays protection and support effect.
The invention is realized by the following technical scheme:
A kind of hypogee antidetonation suspension device, including inner layer and outer layer constitute inside and outside two layer concrete ring layers,
The concrete ring layer is sleeved on the outside of concrete column, and the concrete ring layer successively includes internal layer reinforcing bar from inside to outside
Stratum reticulare, concrete layer and outer reinforcement stratum reticulare；
In the internal layer reinforcing bar stratum reticulare and the outer reinforcement stratum reticulare towards on one side end face of concrete layer
It is respectively arranged with hangnail, the hangnail end is directed toward the concrete layer bottom end, is set on the concrete column
It is equipped with pre-embedded bolt, is provided on a side end face of the internal layer steel mesh level to the concrete column of inner layer
High strong spring, the high strong spring are fixedly connected on the pre-embedded bolt far from described internal layer reinforcing bar stratum reticulare one end,
High strong spring is provided between the outer reinforcement stratum reticulare of the inner layer and the internal layer reinforcing bar stratum reticulare of the outer layer；
The pre-embedded bolt is arranged at least 2 groups along the concrete column short transverse at equal intervals, pre- described in every group
Bolt is buried circumferentially to arrange at equal intervals at least three along the described concrete column outer wall, the high strong spring with it is described pre-buried
Bolt quantity and position are corresponding, and the axis of the high strong spring is directed to the axis direction of the concrete column.
Further, for the present invention is better achieved, pedestal, the pedestal are housed in the concrete column outer sheath
Below the concrete ring layer, it is provided with support below the middle of the base, the top in the middle part of the support
It is provided with column, cushion is housed in the column outer sheath.
Further, for the present invention is better achieved, the cushion is that alternately superposition is formed for steel plate and rubber.
Further, for the present invention is better achieved, matcoveredn, the guarantor are set on the outside of the cushion
Sheath includes the gold for being sleeved on the rubber protecting jacket on the outside of the cushion and being sleeved on outside the rubber protecting jacket
Belong to stratum reticulare.
Further, for the present invention is better achieved, it is provided with locating ring in the middle part of the pedestal lower end surface, it is described
Locating ring is hollow annular structure, and the upper end of the column is located on the inside of the locating ring.
Further, for the present invention is better achieved, the internal diameter of the locating ring is greater than the outer diameter of the column.
Further, for the present invention is better achieved, ball is provided on the upper surface of the column.
Further, for the present invention is better achieved, through-hole is provided on the pedestal, the through-hole is by introversion
Three groups are set gradually outside, bolt is respectively arranged in the through-hole, high strong spring is respectively arranged on the bolt,
The high strong spring on the outermost side is fixedly connected on the outer reinforcement of the outer layer far from described bolt one end
On stratum reticulare, the high strong spring positioned at middle part is fixedly connected on far from described bolt one end outer layer of the inner layer
On reinforcing bar stratum reticulare, the internally positioned high strong spring is fixedly connected on the concrete column far from described bolt one end
On.
Further, for the present invention is better achieved, through-hole described in every group is to be arranged on the pedestal at equal intervals
At least four.
Compared with the prior art, the present invention has the following beneficial effects:
The present invention, can be in all directions by the way that the high strong spring of multiple groups is arranged between inner layer and concrete column
Active force is buffered, when so that the concrete column of building lot is by external force, it is not easy to be damaged due to vibration；Together
When the present invention by using two layer concrete Circle Structures, and between two layers of ring layer, cavity is set, in two layer concrete ring layers
Between high strong spring is set, when overall structure is placed under ground, when 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 when by external force, cause the damage of concrete column.
Detailed description of the invention
In order to illustrate the technical solution of the embodiments of the present invention more clearly, below will be to needed in the embodiment attached
Figure is briefly described, it should be understood that the following drawings illustrates only certain embodiments of the present invention, therefore is not construed as pair
The restriction of range for those of ordinary skill in the art without creative efforts, can also be according to this
A little attached drawings obtain other relevant attached drawings.
Fig. 1 is overall structure of the present invention.
Wherein: 1. concrete columns, 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. pedestals, 11. supports, 12. columns, 13. cushions, 14. rubbers
Glue protective case, 15. metal net layers, 16. locating rings, 17. balls, 18. bolts.
Specific embodiment
The present invention is described in further detail combined with specific embodiments below, but embodiments of the present invention are not limited to
This.
Embodiment 1:
As shown in Figure 1, a kind of hypogee antidetonation suspension device, including two layers inside and outside inner layer 2 and the composition of outer layer 3
Concrete ring layer, the concrete ring layer are sleeved on the outside of concrete column 1, and the concrete ring layer is from inside to outside successively
Including internal layer reinforcing bar stratum reticulare 4, concrete layer 6 and outer reinforcement stratum reticulare 5；
In the internal layer reinforcing bar stratum reticulare and the outer reinforcement stratum reticulare towards on one side end face of concrete layer
It is respectively arranged with hangnail 7, the hangnail end is directed toward the concrete layer bottom end, is set on the concrete column
It is equipped with pre-embedded bolt 8, is arranged on a side end face of the internal layer steel mesh level to the concrete column of inner layer
There is high strong spring 9, the high strong spring is fixedly connected on the pre-embedded bolt far from described internal layer reinforcing bar stratum reticulare one end
On, high strong spring is provided between the outer reinforcement stratum reticulare of the inner layer and the internal layer reinforcing bar stratum reticulare of the outer layer；
The pre-embedded bolt is arranged at least 2 groups along the concrete column short transverse at equal intervals, pre- described in every group
Bolt is buried circumferentially to arrange at equal intervals at least three along the described concrete column outer wall, the high strong spring with it is described pre-buried
Bolt quantity and position are corresponding, and the axis of the high strong spring is directed to the axis direction of the concrete column.
The present invention, can be in all directions by the way that the high strong spring of multiple groups is arranged between inner layer and concrete column
Active force is buffered, when so that the concrete column of building lot is by external force, it is not easy to be damaged due to vibration；Together
When the present invention by using two layer concrete Circle Structures, and between two layers of ring layer, cavity is set, in two layer concrete ring layers
Between high strong spring is set, when overall structure is placed under ground, when 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 when by external force, cause the damage of concrete column.
Embodiment 2:
The present embodiment 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 pedestal 10, and the pedestal is located at below the concrete ring layer, in the middle of the base
Lower section is provided with support 11, and top is provided with column 12 in the middle part of the support, in the 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 pedestal and support
Effect avoids concrete ring layer from generating damage so that the longitudinal force that concrete ring layer is subject to is buffered.
Preferably, in the present embodiment, the cushion is that alternately superposition is formed for steel plate and rubber.Anti-corrosion can be used
Rubber bound on the steel plate, using the buffer function of rubber, is played the effect buffered to active force, utilized simultaneously by viscose
Steel plate as support and muscles and bones structure helps that cushion is made to be kept fixed shape, it is avoided to generate inclination.
In the present embodiment, in order to play a protective role to cushion, it is preferable that be arranged on the outside of the cushion
Matcoveredn, the protective layer include the rubber protecting jacket 14 being sleeved on the outside of the cushion and are sleeved on described
Metal net layer 15 outside rubber protecting jacket.
In order to facilitate the installation of, in the present embodiment, it is preferable that it is provided with locating ring 16 in the middle part of the pedestal lower end surface,
The locating ring is hollow annular structure, and the upper end of the column is located on the inside of the locating ring.By using locating ring
Structure can facilitate column with respect to the positioning of pedestal, facilitate installation.
When by horizontal shear force, in order to avoid column produces fracture, in the present embodiment, it is preferable that the positioning
The internal diameter of circle is greater than the outer diameter of the column.When by horizontal shear force, column can generate level on the inside of locating ring
Relative movement, to avoid its fracture.
In order to reduce frictional force of the column with respect to pedestal, in the present embodiment, it is preferable that on the upper surface of the column
It is provided with ball 17.
In order to improve the stability of understructure, in the present embodiment, it is preferable that it is provided with through-hole on the pedestal,
The through-hole sets gradually three groups from inside to outside, and bolt 18 is respectively arranged in the through-hole, on the bolt
It is respectively arranged with high strong spring, the high strong spring on the outermost side is fixedly connected on described far from described bolt one end
Outer layer outer reinforcement stratum reticulare on, the high strong spring positioned at middle part is fixedly connected on far from described bolt one end
On the outer reinforcement stratum reticulare of the inner layer, the internally positioned high strong spring is far from the fixed company in described bolt one end
It connects on the concrete column.By using high strong spring, it is made to be separately connected pedestal and outer layer, inner layer and concrete
Column can play stretching action to outer layer, inner layer and concrete column, and above structure is avoided to generate inclination.
It is further preferred that in order to which the elastic acting force for the high strong spring for being subject to above structure is more uniform, this implementation
In example, through-hole described in every group is at least four being arranged on the pedestal at equal intervals.
The foregoing is only a preferred embodiment of the present invention, is not intended to restrict the invention, for the skill of this field
For art personnel, the invention may be variously modified and varied.All within the spirits and principles of the present invention, made any to repair
Change, equivalent replacement, improvement etc., should all be included in the protection scope of the present invention.
Claims (1)
1. a kind of hypogee antidetonation suspension device, it is characterised in that: constituted including inner layer (2) and outer layer (3) inside and outside
Two layer concrete ring layers, the concrete ring layer are sleeved on the outside of concrete column (1), and the concrete ring layer is by introversion
It outside successively include internal layer reinforcing bar stratum reticulare (4), concrete layer (6) and outer reinforcement stratum reticulare (5)；
The internal layer reinforcing bar stratum reticulare and the outer reinforcement stratum reticulare towards on one side end face of concrete layer respectively
It is provided with hangnail (7), the concrete layer bottom end is directed toward in the hangnail end, is arranged on the concrete column
There are pre-embedded bolt (8), is arranged on a side end face of the internal layer steel mesh level to the concrete column of inner layer
Have high strong spring (9), the high strong spring is fixedly connected on the pre-buried spiral shell far from described internal layer reinforcing bar stratum reticulare one end
On bolt, high-strength bullet is provided between the outer reinforcement stratum reticulare of the inner layer and the internal layer reinforcing bar stratum reticulare of the outer layer
Spring；
The pre-embedded bolt is arranged at least 2 groups along the concrete column short transverse at equal intervals, pre-buried spiral shell described in every group
Bolt is along described circumferential at least three of arranging at equal intervals of concrete column outer wall, the high strong spring and the pre-embedded bolt
Quantity and position are corresponding, and the axis of the high strong spring is directed to the axis direction of the concrete column；
Pedestal (10) are housed in the concrete column outer sheath, the pedestal is located at below the concrete ring layer,
Support (11) are provided with below the middle of the base, top is provided with column (12) in the middle part of the support, described
Column outer sheath is equipped with cushion (13)；
Matcoveredn is set on the outside of the cushion, and the protective layer includes being sleeved on the outside of the cushion
Rubber protecting jacket (14) and the metal net layer (15) that is sleeved on outside the rubber protecting jacket；
It is provided in the middle part of the pedestal lower end surface locating ring (16), the locating ring is hollow annular structure, described
The upper end of the column is located on the inside of the locating ring；
Through-hole is provided on the pedestal, the through-hole sets gradually three groups from inside to outside, divides in the through-hole
It is not provided with bolt (18), high strong spring, the high strong spring on the outermost side are respectively arranged on the bolt
It is fixedly connected on far from described bolt one end on the outer reinforcement stratum reticulare of the outer layer, positioned at the described high-strength of middle part
Spring is fixedly connected on the outer reinforcement stratum reticulare of the inner layer far from described bolt one end, and internally positioned is described
High strong spring is fixedly connected on the concrete column far from described bolt one end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710810163.XA CN107604925B (en) | 2016-04-08 | 2016-04-08 | A kind of hypogee antidetonation suspension device |
Applications Claiming Priority (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 |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610215140.XA Division CN105822122B (en) | 2016-04-08 | 2016-04-08 | A kind of hypogee antidetonation supporting |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107604925A CN107604925A (en) | 2018-01-19 |
| CN107604925B true CN107604925B (en) | 2019-09-17 |
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ID=56526717
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| 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 After (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610215140.XA Expired - Fee Related CN105822122B (en) | 2016-04-08 | 2016-04-08 | A kind of hypogee antidetonation supporting |
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| Country | Link |
|---|---|
| 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 |
Citations (6)
| 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 |
| 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 |
| 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 |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201202293Y (en) * | 2008-06-06 | 2009-03-04 | 张昌茂 | Assembled anti-vibration movable house |
| 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 |
| 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
Patent Citations (6)
| 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 |
| 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 |
| 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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107604925A (en) | 2018-01-19 |
| CN105822122A (en) | 2016-08-03 |
| CN105822122B (en) | 2017-12-08 |
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Effective date of registration: 20190823 Address after: 264010 Sino-Russian Science Park, No. 4, No. 17 Jingba Road, Yantai High-tech Zone, Shandong Province Applicant after: YANTAI SANXIN NEW ENERGY TECHNOLOGY Co.,Ltd. Address before: 264000 Zhifu City, Shandong Province, the extension of the road through the District of Yantai, No. 121 Applicant before: Chen Jian |
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Denomination of invention: An anti-seismic support device for underground buildings Effective date of registration: 20211207 Granted publication date: 20190917 Pledgee: Yantai financing guarantee Group Co.,Ltd. Pledgor: YANTAI SANXIN NEW ENERGY TECHNOLOGY Co.,Ltd. Registration number: Y2021980014169 |
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