CN204080878U - A kind of novel building isolation structure - Google Patents
A kind of novel building isolation structure Download PDFInfo
- Publication number
- CN204080878U CN204080878U CN201420550286.6U CN201420550286U CN204080878U CN 204080878 U CN204080878 U CN 204080878U CN 201420550286 U CN201420550286 U CN 201420550286U CN 204080878 U CN204080878 U CN 204080878U
- Authority
- CN
- China
- Prior art keywords
- concrete slab
- enclosure wall
- isolation structure
- smooth layer
- novel building
- 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
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses a kind of novel building isolation structure, comprise concrete slab, strengthen concrete slab, smooth layer, building structure, foundation ditch, spring part; Described concrete slab is positioned at foundation ditch, and form groove and two ends enclosure wall, upper surface is smooth layer; Strengthen the center that concrete slab is positioned at groove, above smooth layer, with the two ends enclosure wall of concrete slab, there is certain distance; Spring part is being strengthened in mixed space between earth plate and enclosure wall; Building structure is connected in interface with reinforcement concrete slab.The utility model structure is simple, and easy construction, financial cost is low, and isolating affection is good.
Description
Technical field
The utility model relates to a kind of building structure, is specifically related to a kind of novel building isolation structure
Background technology
Earthquake construction is world's All Countries must consider earthquake medium or high risk when building construction, the major part injury caused when of short duration earthquake occurs is all shifted laterally or the movement of vertical plane owing to there is relative gravity field direction, when this movement and building occur to resonate or fabric structure be not metal material but ceramic materials time will cause larger injury.Traditional antidetonation is by arranging annex on building base plate or basis, alleviates the transverse shifting of building, and usual this earthquake resistant structure is complicated, and difficulty of construction is large, and financial cost is high, and can only play the effect of part antidetonation.
Utility model content
For the problems referred to above, problem to be solved in the utility model is, provide a kind of structure simple, isolating affection is good, easy construction, the shock insulation concrete slab that financial cost is low.
For solving the problem, the technical solution adopted in the utility model is, a kind of novel building isolation structure, comprises concrete slab, strengthen concrete slab, smooth layer, building structure, foundation ditch, spring part, described concrete slab is positioned at foundation ditch, and form groove and two ends enclosure wall, upper surface is smooth layer; Strengthen the center that concrete slab is positioned at groove, above smooth layer, with the two ends enclosure wall of concrete slab, there is certain distance; Described spring part is being strengthened in mixed space between earth plate and enclosure wall; Described building structure is connected in interface with reinforcement concrete slab.
As preferably, the cross section of described concrete slab is the type of falling п.
As preferably, described building structure adopts the mode of screw thread or welding to be connected, when earthquake occurs with reinforcement concrete slab; building structure is not mobile with the shifted laterally of foundation ditch or concrete slab, reaches isolating affection, architecture protection structure; when building structure is higher, especially save cost.
As preferably, the upper surface of described reinforcement concrete slab is rough surface, is conducive to the weight capacity increasing basis.
As preferably, described smooth layer is the plastic layer of silicone grease layer, lubricant layer or surface smoothing.
As preferably, described spring part and concrete slab enclosure wall adopt the mode of welding or be mechanically connected to be connected.
The utility model beneficial effect is, structure is simple, and easy construction, isolating affection is good, and financial cost is low.
Accompanying drawing explanation
Fig. 1 is the utility model structural representation
Wherein, concrete slab 1, strengthen concrete slab 2, smooth layer 3, building structure 4, foundation ditch 5, interface 6, spring part 7, enclosure wall 8, groove 9
Detailed description of the invention
By reference to the accompanying drawings, the utility model is described in further detail.
A kind of novel building isolation structure, comprises concrete slab 1, strengthens concrete slab 2, smooth layer 3, building structure 4, foundation ditch 5, spring part 7, described concrete slab 1 is positioned at foundation ditch 5, and form groove 9 and two ends enclosure wall 8, its upper surface is provided with smooth layer 3, strengthen the center that concrete slab 2 is positioned at groove 9, above smooth layer 3, have certain distance with the two ends enclosure wall 8 of concrete slab 1, described spring part 7 is being strengthened in mixed space between earth plate 2 and enclosure wall 8; Described building structure 4 is connected at interface 6 place with reinforcement concrete slab 2.
Further, the cross section of described concrete slab 1 is the type of falling п.
Further, building structure 4 adopts the mode of welding to be connected with reinforcement concrete slab 2, and when earthquake occurs, building structure 4 is not mobile with the shifted laterally of foundation ditch, effectively reaches the effect of shock insulation.
Further, the upper surface of described reinforcement concrete slab 2 is rough surfaces.
Further, described smooth layer 3 is silicone grease layers.
Claims (5)
1. a novel building isolation structure, comprises concrete slab, strengthens concrete slab, smooth layer, building structure, foundation ditch, spring part; It is characterized in that: described concrete slab is positioned at foundation ditch, form groove and two ends enclosure wall, upper surface is smooth layer; Strengthen the center that concrete slab is positioned at groove, above smooth layer, with the two ends enclosure wall of concrete slab, there is certain distance; Described spring part is being strengthened in mixed space between earth plate and enclosure wall; Described building structure is connected in interface with reinforcement concrete slab.
2. a kind of novel building isolation structure according to claim 1, is characterized in that: the cross section of described concrete slab is the type of falling п.
3. a kind of novel building isolation structure according to claim 1, is characterized in that: described building structure adopts the mode of screw thread or welding to be connected with reinforcement concrete slab.
4. a kind of novel building isolation structure according to claim 1, is characterized in that: the upper surface of described reinforcement concrete slab is rough surface as preferably, and described smooth layer is the plastic layer of silicone grease layer, lubricant layer or surface smoothing.
5. a kind of novel building isolation structure according to claim 1, is characterized in that: described spring part and concrete slab enclosure wall adopt the mode of welding or be mechanically connected to be connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420550286.6U CN204080878U (en) | 2014-09-23 | 2014-09-23 | A kind of novel building isolation structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420550286.6U CN204080878U (en) | 2014-09-23 | 2014-09-23 | A kind of novel building isolation structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204080878U true CN204080878U (en) | 2015-01-07 |
Family
ID=52173613
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420550286.6U Expired - Fee Related CN204080878U (en) | 2014-09-23 | 2014-09-23 | A kind of novel building isolation structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204080878U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105155722A (en) * | 2015-10-16 | 2015-12-16 | 广州大学 | Earthquake isolation system |
| CN105714929A (en) * | 2016-02-12 | 2016-06-29 | 刘湘静 | Seismic isolation building structure |
| CN112779936A (en) * | 2021-02-04 | 2021-05-11 | 中铁建科江门人才岛投资有限公司 | Intelligent anti-tilt correction device for cultural building strip-based brick wall and construction method thereof |
-
2014
- 2014-09-23 CN CN201420550286.6U patent/CN204080878U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105155722A (en) * | 2015-10-16 | 2015-12-16 | 广州大学 | Earthquake isolation system |
| CN105155722B (en) * | 2015-10-16 | 2017-09-22 | 广州大学 | Shock isolation system |
| CN105714929A (en) * | 2016-02-12 | 2016-06-29 | 刘湘静 | Seismic isolation building structure |
| CN105714929B (en) * | 2016-02-12 | 2018-03-16 | 苏州市吴中区东吴建筑有限责任公司 | One kind is exempted to shake building structure |
| CN112779936A (en) * | 2021-02-04 | 2021-05-11 | 中铁建科江门人才岛投资有限公司 | Intelligent anti-tilt correction device for cultural building strip-based brick wall and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202899170U (en) | Earthquake-proof foundation | |
| CN204080878U (en) | A kind of novel building isolation structure | |
| CN203569579U (en) | Building foundation | |
| CN203420389U (en) | Environment-friendly built-in floor die core | |
| CN203603261U (en) | Connecting structure for balcony slab and superposed beam | |
| CN102174797A (en) | Obliquely-crossed prefabricated assembled reinforced concrete culvert | |
| CN204000914U (en) | A kind of composite foundation base | |
| CN103290948B (en) | Multifunction structure assembled wall | |
| CN203320732U (en) | Multifunctional combined wall body of novel structure | |
| CN203247749U (en) | Brick provided with inserted structure | |
| CN201593261U (en) | Wall body module | |
| CN203923891U (en) | A kind of movable spherical bearing of structure tension function of seismic resistance | |
| CN202370152U (en) | Non-run-through hollow brick for resisting earthquake by shear check block | |
| CN207017169U (en) | A kind of high-filled subgrade culvert off-loading structure | |
| CN203257014U (en) | Structure of granite step | |
| CN202899398U (en) | Steel penetrating brick and wall body | |
| CN203807958U (en) | Hollow box-type buried culvert structure used for drainage and flood discharge | |
| CN205743206U (en) | A kind of building structure for antidetonation | |
| CN204609036U (en) | A kind of shock-absorbing energy dissipator for building structure | |
| CN204326351U (en) | A kind of hollow brick for building | |
| CN204608597U (en) | A kind of damping tension and compression pot rubber bearing | |
| CN202031041U (en) | Oblique-crossing precast assembled reinforced concrete culvert | |
| CN202658758U (en) | Base shock isolation house with anti-rust sheet slot filled with glass beads and fine sand | |
| CN204662697U (en) | A kind of novel light shear wall | |
| CN203462481U (en) | Building foundation |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: HUANG MEI Effective date: 20141230 Owner name: HUANG KAIJI Free format text: FORMER OWNER: ZHANG JIANMIN Effective date: 20141230 Owner name: SICHUAN CNAC MINGJIE CONSTRUCTION ENGINEERING CO., Free format text: FORMER OWNER: HUANG KAIJI Effective date: 20141230 Free format text: FORMER OWNER: HUANG MEI Effective date: 20141230 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 615014 LIANGSHAN YI AUTONOMOUS PREFECTURE, SICHUAN PROVINCE TO: 610094 CHENGDU, SICHUAN PROVINCE Free format text: CORRECT: ADDRESS; FROM: 543300 WUZHOU, GUANGXI ZHUANG AUTONOMOUS REGION TO: 615014 LIANGSHAN YI AUTONOMOUS PREFECTURE, SICHUAN PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20141230 Address after: 610094 A, building 3, building 1, three section, south section of the two ring road, Chengdu, Sichuan, Wuhou District, Patentee after: SICHUAN ZHONGHANG MINGJIE CONSTRUCTION ENGINEERING Co.,Ltd. Address before: Rich village in Sichuan province Xichang City Yuehua Township 615014 Group No. 14 7 Patentee before: Huang Kaiji Patentee before: Huang Mei Effective date of registration: 20141230 Address after: Rich village in Sichuan province Xichang City Yuehua Township 615014 Group No. 14 7 Patentee after: Huang Kaiji Patentee after: Huang Mei Address before: Tengxian Tengzhou town of Wuzhou city 543300 the Guangxi Zhuang Autonomous Region Taian three Po village nine Group No. 16 Patentee before: Zhang Jianmin |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150107 Termination date: 20150923 |
|
| EXPY | Termination of patent right or utility model |