CN205296459U - Shock insulation layer node structure - Google Patents
Shock insulation layer node structure Download PDFInfo
- Publication number
- CN205296459U CN205296459U CN201521143967.1U CN201521143967U CN205296459U CN 205296459 U CN205296459 U CN 205296459U CN 201521143967 U CN201521143967 U CN 201521143967U CN 205296459 U CN205296459 U CN 205296459U
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- CN
- China
- Prior art keywords
- buttress
- isolating pedestal
- shock isolating
- isolation bearing
- insulation layer
- 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
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Abstract
The utility model provides a shock insulation layer node structure includes buttress, high strength bolt, buried bolt sleeve, buttress, shock insulation layer roof beam, pre -buried dowel and isolation bearing down in advance at least, isolation bearing sets up the one end at whole device, go up the buttress setting directly over isolation bearing, pass through high strength bolt zonulae occludens between isolation bearing and the last buttress, the buried bolt sleeve sets up in the isolation bearing below in advance to the buried bolt sleeve is with high strength bolt zonulae occludens in advance, pre -buried dowel setting is in the middle of buried bolt sleeve in advance, the buttress setting is under isolation bearing down to lower buttress and isolation bearing zonulae occludens, shock insulation layer roof beam symmetry set up buttress both sides down and with time buttress zonulae occludens, this shock insulation layer node structure vertical bearing is high, and horizontal deformability is big and the compressing deformation is little, has the elasticity characteristic that resets, and the bearing pressure is big, has good shock attenuation effect, has good economic benefits and social, and the practicality is strong, is fit for using widely.
Description
Technical field
This utility model relates to Antiseismic building technical field, especially a kind of Seismic Isolation of Isolation Layer node structure.
Background technology
The most important thing of building aseismicity is exactly the structural seismic of building, masonry structure is widely used in civil buildings and public building in China, masonry structure entirety poor seismic behavior, easily there is brittle break, the rigid anti-seismic technology of strong column and weak beam is all adopted at the most of building masonry structure of China, traditional structural seismic system is as energy dissipation component using the main supporting member of structure, what be damaged in earthquake is these supporting members, even result in house collapse, the earthquake resistant construction of traditional dependency structure ductility is to reduce earthquake response with certain damage for cost, good benefit can not be obtained, therefore, for the problems referred to above, a kind of Seismic Isolation of Isolation Layer node structure is proposed.
Utility model content
Prior art can not meet the needs of people, for making up prior art deficiency, this utility model aims to provide that a kind of horizontal deformation is big and compression is little, there is elastic reset characteristic, bearing pressure is big, there is good damping effect, have good economic benefit and social benefit, practical Seismic Isolation of Isolation Layer node structure.
For achieving the above object, this utility model by the following technical solutions: a kind of Seismic Isolation of Isolation Layer node structure, at least include buttress, high-strength bolt, built-in bolt sleeve, lower buttress, Seismic Isolation of Isolation Layer beam, pre-buried dowel and shock isolating pedestal; Described shock isolating pedestal is arranged on one end of whole device; Described upper buttress is arranged on the surface of shock isolating pedestal; By high-strength bolt compact siro spinning technology between described shock isolating pedestal and upper buttress; Described built-in bolt sleeve is arranged on below shock isolating pedestal, and high-strength bolt is tightly wrapped up by built-in bolt sleeve; Described pre-buried dowel is arranged in the middle of built-in bolt sleeve; Described lower buttress is arranged on immediately below shock isolating pedestal, and lower buttress and shock isolating pedestal compact siro spinning technology; Described Seismic Isolation of Isolation Layer beam be symmetricly set on lower buttress both sides and with lower buttress compact siro spinning technology.
As optimisation technique scheme of the present utility model: described shock isolating pedestal upper end is embedded in inside high-strength bolt, and shock isolating pedestal is rectangular-shaped structure;Described upper buttress and lower buttress are symmetricly set on shock isolating pedestal two ends, and upper buttress is T-shaped structure with lower buttress cross section.
Compared with prior art, the beneficial effects of the utility model are: laminated rubber bases seismic isolation technology can reduce the seismic fortification intensity of superstructure, effectively alleviate house earthquake response, have significantly high vertical location and only small compression, it can be ensured that the safety of building; There is bigger horizontal deformation, detrusion can reach not destroy, there is elastic reset characteristic, building can be made after earthquake automatically to set back, lead for retractable pencil bearing is had to have damping action, it is possible to absorb the seismic energy of successor's structure, and the high-precision requirement that rubber earthquake isolation support is installed can be reached, there is good Social benefit and economic benefit, be suitable for promoting the use of.
Accompanying drawing explanation
Fig. 1 is this utility model overall structure schematic diagram;
Fig. 2 is this utility model buttress structural representation;
Wherein: 1, upper buttress, 2, high-strength bolt, 3, built-in bolt sleeve, 4, lower buttress, 5, Seismic Isolation of Isolation Layer beam, 6, pre-buried dowel, 7, shock isolating pedestal.
Detailed description of the invention
Below in conjunction with the accompanying drawing in this utility model embodiment, the technical scheme in this utility model embodiment is clearly and completely described, it is clear that described embodiment is only a part of embodiment of this utility model, rather than whole embodiments. Based on the embodiment in this utility model, all other embodiments that those of ordinary skill in the art obtain under not making creative work premise, broadly fall into the scope of this utility model protection.
Referring to Fig. 1��2, in this utility model embodiment, a kind of Seismic Isolation of Isolation Layer node structure, including upper buttress 1, high-strength bolt 2, built-in bolt sleeve 3, lower buttress 4, Seismic Isolation of Isolation Layer beam 5, pre-buried dowel 6 and shock isolating pedestal 7; Described shock isolating pedestal 7 is arranged on one end of whole device; Described upper buttress 1 is arranged on the surface of shock isolating pedestal 7; By high-strength bolt 2 compact siro spinning technology between described shock isolating pedestal 7 and upper buttress 1; Described built-in bolt sleeve 3 is arranged on below shock isolating pedestal 7, and built-in bolt sleeve 3 is by high-strength bolt 2 compact siro spinning technology; Described pre-buried dowel 6 is arranged in the middle of built-in bolt sleeve 3; Described lower buttress 4 is arranged on immediately below shock isolating pedestal 7, and lower buttress 4 and shock isolating pedestal 7 compact siro spinning technology; Described Seismic Isolation of Isolation Layer beam 5 be symmetricly set on lower buttress 4 both sides and with lower buttress 4 compact siro spinning technology.
As optimisation technique scheme of the present utility model: it is internal that described shock isolating pedestal 7 upper end is embedded in high-strength bolt 2, and shock isolating pedestal 7 is rectangular-shaped structure; Described upper buttress 1 and lower buttress 4 are symmetricly set on shock isolating pedestal 7 two ends, and upper buttress 1 is T-shaped structure with lower buttress 4 cross section.
As installation principle of the present utility model: laminated rubber bases seismic isolation technology be subtract, one in seismic isolation technology, be usually and a Seismic Isolation of Isolation Layer be set between underground structure and superstructure, with laminated rubber bases, superstructure is separated with substructure. owing to the vibration period of isolation structure system is elongated, under geological process, the seismic response of superstructure will be greatly reduced, such that it is able to reduce the seismic fortification intensity of superstructure, building basis pillar arranges one base-isolated structure layer, the superstructure of building and basis are separated, flexible base-isolated structure layer can be effectively isolated the sharp pounding on ground, thus being greatly reduced fabric structure rocking in earthquake, the structure having added base-isolated structure layer can be become translation slowly from violent swing, whole superstructure lies substantially in elastic state, so can effectively absorb and block the seismic energy input to building superstructure, thus reducing the earthquake response of building superstructure, improve the shock resistance of building.
It is obvious to a person skilled in the art that this utility model is not limited to the details of above-mentioned one exemplary embodiment, and when without departing substantially from spirit of the present utility model or basic feature, it is possible to realize this utility model in other specific forms.Therefore, no matter from which point, embodiment all should be regarded as exemplary, and be nonrestrictive, scope of the present utility model is limited by claims rather than described above, it is intended that all changes in the implication of the equivalency dropping on claim and scope included in this utility model. Any accompanying drawing labelling in claim should be considered as the claim that restriction is involved.
The above; it is only preferred embodiment of the present utility model; not in order to limit this utility model, every any trickle amendment, equivalent replacement and improvement above example made according to technical spirit of the present utility model, should be included within the protection domain of technical solutions of the utility model.
Claims (3)
1. a Seismic Isolation of Isolation Layer node structure, at least includes buttress (1), high-strength bolt (2), built-in bolt sleeve (3), lower buttress (4), Seismic Isolation of Isolation Layer beam (5), pre-buried dowel (6) and shock isolating pedestal (7); It is characterized in that: described shock isolating pedestal (7) is arranged on one end of whole device; Described upper buttress (1) is arranged on the surface of shock isolating pedestal (7); By high-strength bolt (2) compact siro spinning technology between described shock isolating pedestal (7) and upper buttress (1); Described built-in bolt sleeve (3) is arranged on shock isolating pedestal (7) lower section, and built-in bolt sleeve (3) is by high-strength bolt (2) compact siro spinning technology; Described pre-buried dowel (6) is arranged in the middle of built-in bolt sleeve (3); Described lower buttress (4) is arranged on immediately below shock isolating pedestal (7), and lower buttress (4) and shock isolating pedestal (7) compact siro spinning technology; Described Seismic Isolation of Isolation Layer beam (5) be symmetricly set on lower buttress (4) both sides and with lower buttress (4) compact siro spinning technology.
2. a kind of Seismic Isolation of Isolation Layer node structure according to claim 1, it is characterised in that: it is internal that described shock isolating pedestal (7) upper end is embedded in high-strength bolt (2), and shock isolating pedestal (7) is rectangular-shaped structure.
3. a kind of Seismic Isolation of Isolation Layer node structure according to claim 1, it is characterized in that: described upper buttress (1) and lower buttress (4) are symmetricly set on shock isolating pedestal (7) two ends, and upper buttress (1) is T-shaped structure with lower buttress (4) cross section.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521143967.1U CN205296459U (en) | 2015-12-29 | 2015-12-29 | Shock insulation layer node structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521143967.1U CN205296459U (en) | 2015-12-29 | 2015-12-29 | Shock insulation layer node structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205296459U true CN205296459U (en) | 2016-06-08 |
Family
ID=56470568
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521143967.1U Expired - Fee Related CN205296459U (en) | 2015-12-29 | 2015-12-29 | Shock insulation layer node structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205296459U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116186826A (en) * | 2022-11-29 | 2023-05-30 | 清华大学 | Design method of shock insulation support based on data-mechanical coupling driving graph neural network |
-
2015
- 2015-12-29 CN CN201521143967.1U patent/CN205296459U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116186826A (en) * | 2022-11-29 | 2023-05-30 | 清华大学 | Design method of shock insulation support based on data-mechanical coupling driving graph neural network |
| CN116186826B (en) * | 2022-11-29 | 2023-08-25 | 清华大学 | Design method of shock insulation support based on data-mechanical coupling driving graph neural network |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160608 Termination date: 20161229 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |