CN205224286U - Shock attenuation connection structure of house beam column node - Google Patents
Shock attenuation connection structure of house beam column node Download PDFInfo
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- CN205224286U CN205224286U CN201520811972.9U CN201520811972U CN205224286U CN 205224286 U CN205224286 U CN 205224286U CN 201520811972 U CN201520811972 U CN 201520811972U CN 205224286 U CN205224286 U CN 205224286U
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- rubber layer
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Abstract
The utility model discloses a shock attenuation connection structure of house beam column node, it includes roof beam, post and shock insulation pad, the shock insulation pad comprises upper and lower steel fixed plate and the circular vibration isolation core fixed between upper and lower steel fixed plate, the vibration isolation core comprises upper and lower shrouding, multilayer steel board, multilayer rubber layer and outer rubber coating layer, multilayer steel board and layer interval setting of multilayer rubber and fixed being in the same place, and the outside on the rubber layer of upper strata and lower floor is fixed with upper and lower shrouding, and outer rubber coating layer parcel is fixed on upper and lower shrouding, multilayer steel board and multilayer rubber layer excircle wall, the fixed plate of raising to the higher plane of principle is fixed in each roof beam handing -over department, and lower steel fixed plate is fixed on the post. Adopt the utility model discloses the house of building, its shock resistance can reach 9 grades of earthquakes at least and not destroyed inner structure.
Description
Technical field
The utility model belongs to the realm of building construction, relates to the shock-absorption connecting structure at bean column node place, a kind of house.
Background technology
Earthquake causes injury greatly and loss to people and building, traditional method relies on the strength and stiffness of structure self to resist earthquake, for being rigidly connected between house pillar and beam, the distortion of structural element and breakage is relied on to consume the energy importing building into, this method often can not accomplish no collapsing with strong earthquake sometimes, will destroy building structure when earthquake is more than 8 grades.The infringement of building in earthquake is huge often, and greatly exceeds the tolerance range of society and owner, the further shock resistance how improving house is the problem that people forever study.
Summary of the invention
The purpose of this utility model solves the above-mentioned problems in the prior art exactly, provides the shock-absorption connecting structure at bean column node place, a kind of house, adopts the house of this structure building, and its shock resistance at least can reach the not destroyed internal construction of 9 grades of earthquakes.
For achieving the above object, technical solution of the present utility model is: the shock-absorption connecting structure at bean column node place, a kind of house, and it comprises beam, pillar and isolation cushion; Isolation cushion is made up of upper and lower steel fixed head and the circular vibration isolation core be fixed between upper and lower steel fixed head; Vibration isolation core is made up of upper and lower shrouding, multilayer steel plates, multilayer rubber layer and outpacking rubber layer, multilayer steel plates and multilayer rubber interlayer are every arranging and being fixed together, the outside of the rubber layer of the upper and lower is fixed with upper and lower shrouding, and outpacking rubber layer is wrapped on upper and lower shrouding, multilayer steel plates and multilayer rubber layer cylindrical wall; Upper steel fixed head is fixed on each beam junction, and lower steel fixed head is fixed on pillar.
The utility model installs isolation cushion additional between beam and column, and isolation cushion is made up of multilayer steel plates and multilayer rubber layer, has both had certain elasticity, has again certain support strength, and the outpacking rubber layer of outside plays a protective role, and prevents steel plate from getting rusty; When earthquake occurs, beam and column relies on the elastic resistance of isolation cushion to vacillate now to the left, now to the right.Adopt the house of structure building of the present utility model, its shock resistance at least can reach the not destroyed internal construction of 9 grades of earthquakes.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation of isolation cushion in the utility model;
Fig. 3 is the internal construction schematic diagram of isolation cushion in the utility model.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is further described.
As shown in Figure 1, Figure 2 and Figure 3, the present embodiment comprises beam 1, pillar 3 and isolation cushion 2.Isolation cushion 2 is made up of upper and lower steel fixed head 21 and 22 and the circular vibration isolation core 23 be fixed between upper and lower steel fixed head 21 and 22.Vibration isolation core 23 is made up of upper and lower shrouding 24 and 25, multilayer steel plates 27, multilayer rubber layer 26 and outpacking rubber layer 28, multilayer steel plates 27 and multilayer rubber layer 26 interval arrange and are fixed together, the outside of the rubber layer 26 of the upper and lower is fixed with upper and lower shrouding 24 and 25, outpacking rubber layer 28 be wrapped on upper and lower shrouding 24,25, on multilayer steel plates 27 and multilayer rubber layer 26 cylindrical wall.Upper steel fixed head 21 is fixed on the junction of each beam 1, and lower steel fixed head 22 is fixed on pillar 3.
Above-described embodiment is only preferred and exemplary, and those skilled in the art can also according to the description of this patent, and other equivalent technologies of choice for use, these all covered by the protection domain of this patent.
Claims (1)
1. the shock-absorption connecting structure at house bean column node place, it comprises beam, pillar, it is characterized in that: it also comprises isolation cushion; Isolation cushion is made up of upper and lower steel fixed head and the circular vibration isolation core be fixed between upper and lower steel fixed head; Vibration isolation core is made up of upper and lower shrouding, multilayer steel plates, multilayer rubber layer and outpacking rubber layer, multilayer steel plates and multilayer rubber interlayer are every arranging and being fixed together, the outside of the rubber layer of the upper and lower is fixed with upper and lower shrouding, and outpacking rubber layer is wrapped on upper and lower shrouding, multilayer steel plates and multilayer rubber layer cylindrical wall; Upper steel fixed head is fixed on each beam junction, and lower steel fixed head is fixed on pillar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520811972.9U CN205224286U (en) | 2015-10-20 | 2015-10-20 | Shock attenuation connection structure of house beam column node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520811972.9U CN205224286U (en) | 2015-10-20 | 2015-10-20 | Shock attenuation connection structure of house beam column node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205224286U true CN205224286U (en) | 2016-05-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520811972.9U Active CN205224286U (en) | 2015-10-20 | 2015-10-20 | Shock attenuation connection structure of house beam column node |
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| Country | Link |
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| CN (1) | CN205224286U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114108813A (en) * | 2021-11-10 | 2022-03-01 | 河北工业大学 | Assembled steel connector beam column and column foundation splicing structure |
-
2015
- 2015-10-20 CN CN201520811972.9U patent/CN205224286U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114108813A (en) * | 2021-11-10 | 2022-03-01 | 河北工业大学 | Assembled steel connector beam column and column foundation splicing structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 071051 No. 859 Print-Rite West Road, Hebei, Baoding Co-patentee after: Hebei construction group Limited by Share Ltd Patentee after: ZHONG WEI CONSTRUCTION ENGINEERING CO., LTD. Address before: 071051 No. 859 Print-Rite West Road, Hebei, Baoding Co-patentee before: Heibei Construction Group Co., Ltd. Patentee before: ZHONG WEI CONSTRUCTION ENGINEERING CO., LTD. |