CN211817111U - Shock insulation support connecting device - Google Patents
Shock insulation support connecting device Download PDFInfo
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- CN211817111U CN211817111U CN202020323688.8U CN202020323688U CN211817111U CN 211817111 U CN211817111 U CN 211817111U CN 202020323688 U CN202020323688 U CN 202020323688U CN 211817111 U CN211817111 U CN 211817111U
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- buttress
- connecting plate
- shock insulation
- support
- insulation rubber
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Abstract
The utility model discloses a shock insulation support connecting device, include buttress, lower connecting plate down, pour hole, exhaust hole, lower pre-buried sleeve, fixing bolt, shock insulation rubber support, upper junction plate, go up the buttress, go up pre-buried sleeve, support girder steel and shaped steel conversion layer. The utility model has the advantages that: separate through flexible shock insulation rubber support between buttress and the upper abutment down, can effectually reduce seismic energy and upload, and adopt shock insulation technique back superstructure antidetonation constructional measures can reduce, can gain fine social economic benefits, the shaped steel conversion layer that constitutes through steel construction and reinforced concrete structure mixed form between shock insulation rubber support and the upper abutment is fixed together, make the bearing capacity increase of upper junction plate superstructure, improve anti-seismic performance once more on the basis of shock insulation, the center department of lower connecting plate is provided with the circular hole of pouring that runs through lower connecting plate, make things convenient for the construction of pouring of buttress down.
Description
Technical Field
The utility model relates to a support connecting device specifically is a shock insulation support connecting device, belongs to the building engineering equipment field.
Background
The earthquake is a natural disaster which cannot be avoided by human society, can seriously affect the normal life and economic operation of people, and causes serious economic loss, and casualties and economic loss caused by the earthquake are 90% or more caused by the collapse of buildings, so that the earthquake fortification level and the earthquake resistance of construction projects are improved.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a shock insulation support connecting device for solving above-mentioned problem.
The utility model discloses a following technical scheme realizes above-mentioned purpose: a shock insulation support connecting device comprises a lower buttress, a lower connecting plate, a pouring hole, an exhaust hole, a lower pre-embedded sleeve, a fixing bolt, a shock insulation rubber support, an upper connecting plate, an upper buttress, an upper pre-embedded sleeve, a supporting steel beam and a section steel conversion layer; the upper end of buttress is fixed with down the connecting plate down, the center department of connecting plate is provided with the circular hole of pouring that runs through lower connecting plate down, it evenly is provided with four exhaust holes on the lower connecting plate all around to pour the hole, pre-buried sleeve installs under inside the buttress, thereby it fixes pier and lower connecting plate together to run through down connecting plate and pre-buried sleeve's top down and install fixing bolt down pre-buried sleeve's top down pre-buried sleeve top down, the upper end of connecting plate is fixed with isolation rubber bearing down, isolation rubber bearing's upper end is provided with the shaped steel conversion layer, thereby it fixes together through the shaped steel conversion layer that steel construction and reinforced concrete structure mixed form constitute between isolation rubber bearing and the upper junction plate, the lower extreme at last buttress is fixed with pre-buried sleeve in the inside of going up the buttress, thereby go up pre-buried sleeve lower extreme runs through upper junction plate and go up pre-buried sleeve's lower extreme and install The buttress is fixed together, separate through flexible shock insulation rubber support between lower buttress and the upper buttress, be provided with the support girder steel between lower buttress and the upper buttress, be the triangle-shaped structure between support girder steel and lower buttress, the upper buttress.
Furthermore, in order to effectively reduce the uploading of seismic energy, the lower buttress and the upper buttress are separated through a flexible shock insulation rubber support.
Furthermore, in order to increase the bearing capacity of the upper structure of the upper connecting plate, the shock insulation rubber support and the upper connecting plate are fixed together through a section steel conversion layer formed by a steel structure and a reinforced concrete structure in a mixed mode.
Furthermore, in order to facilitate the pouring construction of the lower buttress, a circular pouring hole penetrating through the lower connecting plate is formed in the center of the lower connecting plate.
Furthermore, in order to prevent a cavity from being formed in the lower support pier formed by pouring, four exhaust holes are uniformly formed in the lower connecting plate around the pouring hole.
Furthermore, in order to effectively improve the drawing resistance of the whole support, a triangular structure is formed between the support steel beam and the lower support pier and between the support steel beam and the upper support pier.
The utility model has the advantages that: the shock insulation support connecting device has compact structure connection, simple use and reasonable design, the lower support pier and the upper support pier are separated by the flexible shock insulation rubber support, the uploading of earthquake energy can be effectively reduced, the shock insulation structure measure of the upper structure can be reduced after the shock insulation technology is adopted, and good social and economic benefits can be obtained, the shock insulation rubber support and the upper support pier are fixed together by the section steel conversion layer formed by the mixed form of a steel structure and a reinforced concrete structure, so that the bearing capacity of the upper structure of the upper connecting plate is increased, the shock resistance is improved again on the basis of shock insulation, the circular pouring hole penetrating through the lower connecting plate is arranged at the center of the lower connecting plate, the pouring construction of the lower support pier is convenient, the lower support pier can be conveniently poured by directly pouring concrete through the circular pouring hole, and the four exhaust holes are uniformly arranged on the lower connecting plate around, can be with the inside air escape of template when pouring the hole concrete toward pouring, prevent that the inside cavity that has of lower pier that the watering constitutes from influencing the use, be the triangle-shaped structure between support girder steel and lower buttress, the upper pier, can effectually improve the tensile ability of pulling out of whole support.
Drawings
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic structural view of the lower connecting plate and the upper connecting plate of the present invention;
in the figure: 1. lower buttress, 2, lower connecting plate, 3, pour the hole, 4, exhaust hole, 5, lower pre-buried sleeve, 6, fixing bolt, 7, shock insulation rubber support, 8, upper junction plate, 9, upper buttress, 10, upper pre-buried sleeve, 11, support girder steel, 12, shaped steel conversion layer.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-2, a seismic isolation support connection device comprises a lower buttress 1, a lower connecting plate 2, a pouring hole 3, an exhaust hole 4, a lower embedded sleeve 5, a fixing bolt 6, a seismic isolation rubber support 7, an upper connecting plate 8, an upper buttress 9, an upper embedded sleeve 10, a support steel beam 11 and a section steel conversion layer 12; a lower connecting plate 2 is fixed at the upper end of the lower buttress 1, a circular pouring hole 3 penetrating through the lower connecting plate 2 is arranged at the center of the lower connecting plate 2, four exhaust holes 4 are uniformly formed in the lower connecting plate 2 around the pouring hole 3, a lower embedded sleeve 5 is installed inside the lower buttress 1, the top of the lower embedded sleeve 5 penetrates through the lower connecting plate 2, a fixing bolt 6 is installed at the top of the lower embedded sleeve 5 so as to fix the lower buttress 1 and the lower connecting plate 2 together, a shock insulation rubber support 7 is fixed at the upper end of the lower connecting plate 2, a section steel conversion layer 12 is arranged at the upper end of the shock insulation rubber support 7, the shock insulation rubber support 7 and the upper connecting plate 8 are fixed together through a section steel conversion layer 12 formed by a steel structure and reinforced concrete structure mixed form, and the upper connecting plate 8 is fixed at the lower end of the upper buttress 9, go up buttress 9's inside and be fixed with pre-buried sleeve 10, thereby go up pre-buried sleeve 10 lower extreme and pass through upper junction plate 8 and go up pre-buried sleeve 10's lower extreme and install fixing bolt 6 and fix upper junction plate 8 and upper buttress 9 together, separate through flexible shock insulation rubber support 7 between lower buttress 1 and the upper buttress 9, be provided with between lower buttress 1 and the upper buttress 9 and support girder steel 11, be the triangle-shaped structure between support girder steel 11 and lower buttress 1, the upper buttress 9.
As the utility model discloses a technical optimization scheme: the lower buttress 1 and the upper buttress 9 are separated by a flexible shock insulation rubber support 7; the shock insulation rubber support 7 and the upper connecting plate 8 are fixed together through a section steel conversion layer 12 formed by a steel structure and a reinforced concrete structure in a mixed mode; a circular pouring hole 3 penetrating through the lower connecting plate 2 is formed in the center of the lower connecting plate 2; four exhaust holes 4 are uniformly formed in the lower connecting plate 2 around the pouring hole 3; and a triangular structure is formed between the support steel beam 11 and the lower piers 1 and the upper piers 9.
The utility model discloses when production, at first will lower the connecting plate through lower pre-buried sleeve solid to the reinforcing bar of lower buttress in, then toward pouring downthehole concreting and substructure formation and being connected, form buttress down, link together shock insulation rubber support and lower connecting plate, upper junction plate at last, in last upper junction plate fixed the steel structure post of last buttress through last pre-buried sleeve, concreting forms with superstructure and is connected the buttress that forms.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (6)
1. A vibration isolation support connecting device is characterized in that: the device comprises a lower buttress (1), a lower connecting plate (2), a pouring hole (3), an exhaust hole (4), a lower embedded sleeve (5), a fixing bolt (6), a shock insulation rubber support (7), an upper connecting plate (8), an upper buttress (9), an upper embedded sleeve (10), a supporting steel beam (11) and a section steel conversion layer (12); the upper end of the lower buttress (1) is fixed with a lower connecting plate (2), the lower connecting plate (2) is provided with a pouring hole (3) and an exhaust hole (4), a lower embedded sleeve (5) is installed inside the lower buttress (1), the top of the lower embedded sleeve (5) penetrates through the lower connecting plate (2) and the top of the lower embedded sleeve (5) is provided with a fixing bolt (6) so as to fix the lower buttress (1) and the lower connecting plate (2) together, the upper end of the lower connecting plate (2) is fixed with a shock insulation rubber support (7), the upper end of the shock insulation rubber support (7) is provided with a profile steel conversion layer (12), the upper end of the profile steel conversion layer (12) is provided with an upper connecting plate (8), the upper connecting plate (8) is fixed at the lower end of the upper buttress (9), the inner part of the upper buttress (9) is fixed with an upper embedded sleeve (10), thereby go up pre-buried sleeve (10) lower extreme and run through upper junction plate (8) and go up pre-buried sleeve (10) the lower extreme install fixing bolt (6) with upper junction plate (8) and last buttress (9) fixed together, be provided with between lower buttress (1) and the upper buttress (9) and support girder steel (11).
2. A vibration-isolating mount connecting device as defined in claim 1, wherein: the lower buttress (1) and the upper buttress (9) are separated by a flexible shock insulation rubber support (7).
3. A vibration-isolating mount connecting device as defined in claim 1, wherein: the shock insulation rubber support (7) and the upper connecting plate (8) are fixed together through a section steel conversion layer (12) formed by a steel structure and a reinforced concrete structure in a mixed mode.
4. A vibration-isolating mount connecting device as defined in claim 1, wherein: and a circular pouring hole (3) penetrating through the lower connecting plate (2) is formed in the center of the lower connecting plate (2).
5. A vibration-isolating mount connecting device as defined in claim 1, wherein: four exhaust holes (4) are uniformly formed in the lower connecting plate (2) on the periphery of the pouring hole (3).
6. A vibration-isolating mount connecting device as defined in claim 1, wherein: and a triangular structure is formed among the support steel beam (11), the lower pier (1) and the upper pier (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020323688.8U CN211817111U (en) | 2020-03-16 | 2020-03-16 | Shock insulation support connecting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020323688.8U CN211817111U (en) | 2020-03-16 | 2020-03-16 | Shock insulation support connecting device |
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| Publication Number | Publication Date |
|---|---|
| CN211817111U true CN211817111U (en) | 2020-10-30 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020323688.8U Active CN211817111U (en) | 2020-03-16 | 2020-03-16 | Shock insulation support connecting device |
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| CN (1) | CN211817111U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112144690A (en) * | 2020-10-30 | 2020-12-29 | 中国地震局工程力学研究所 | Bending shear mixed type square steel pipe damper and manufacturing method |
| CN113756445A (en) * | 2021-09-17 | 2021-12-07 | 上海大学 | Prefabricated assembled shock insulation support |
| CN114016740A (en) * | 2021-12-14 | 2022-02-08 | 北京国际建设集团有限公司 | Construction method for seismic mitigation and isolation conversion layer of subway upper cover structure |
| CN114411974A (en) * | 2022-03-02 | 2022-04-29 | 中国建筑第八工程局有限公司 | Building shock insulation support connecting node and construction method thereof |
| CN115405006A (en) * | 2022-08-25 | 2022-11-29 | 华北水利水电大学 | Shock insulation structure between assembled concrete structure layer |
-
2020
- 2020-03-16 CN CN202020323688.8U patent/CN211817111U/en active Active
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112144690A (en) * | 2020-10-30 | 2020-12-29 | 中国地震局工程力学研究所 | Bending shear mixed type square steel pipe damper and manufacturing method |
| CN112144690B (en) * | 2020-10-30 | 2023-03-17 | 中国地震局工程力学研究所 | Bending shear mixed type square steel pipe damper and manufacturing method |
| CN113756445A (en) * | 2021-09-17 | 2021-12-07 | 上海大学 | Prefabricated assembled shock insulation support |
| CN114016740A (en) * | 2021-12-14 | 2022-02-08 | 北京国际建设集团有限公司 | Construction method for seismic mitigation and isolation conversion layer of subway upper cover structure |
| CN114016740B (en) * | 2021-12-14 | 2022-11-18 | 北京国际建设集团有限公司 | Construction method for seismic mitigation and isolation conversion layer of subway upper cover structure |
| CN114411974A (en) * | 2022-03-02 | 2022-04-29 | 中国建筑第八工程局有限公司 | Building shock insulation support connecting node and construction method thereof |
| CN115405006A (en) * | 2022-08-25 | 2022-11-29 | 华北水利水电大学 | Shock insulation structure between assembled concrete structure layer |
| CN115405006B (en) * | 2022-08-25 | 2023-08-11 | 华北水利水电大学 | Assembled concrete structure layer interval earthquake structure |
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