CN207296059U - Three-dimensional entirety low-rise building seismic isolation structure system - Google Patents
Three-dimensional entirety low-rise building seismic isolation structure system Download PDFInfo
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- CN207296059U CN207296059U CN201721110081.6U CN201721110081U CN207296059U CN 207296059 U CN207296059 U CN 207296059U CN 201721110081 U CN201721110081 U CN 201721110081U CN 207296059 U CN207296059 U CN 207296059U
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Abstract
The utility model discloses a kind of three-dimensional overall low-rise building seismic isolation structure system, it is related to architectural vibration-insulation technical field, including horizontal seismic isolation layer and vertical Seismic Isolation of Isolation Layer, horizontal seismic isolation layer is arranged on the horizontal base of building, the top of horizontal seismic isolation layer is the agent structure of building, vertical Seismic Isolation of Isolation Layer is installed on the link position or the link position of main body and accessory structure between different subjects, horizontal seismic isolation layer includes multiple equally distributed first shock isolating pedestals, and vertical Seismic Isolation of Isolation Layer includes multiple equally distributed second shock isolating pedestals.Horizontal seismic isolation layer is arranged between the basis of building and agent structure, the effect of horizontal shock-absorbing can be played to the agent structure of building, vertical Seismic Isolation of Isolation Layer is arranged between agent structure or between agent structure and accessory structure, by designing vertical Seismic Isolation of Isolation Layer, can play the effect of vertical direction damping；By such a design to building level and vertical direction damping at the same time, realize the three-dimensional damping of building, reach best anti seismic efficiency.
Description
Technical field
Architectural vibration-insulation technical field is the utility model is related to, more particularly to a kind of three-dimensional overall low-rise building isolation structure
System.
Background technology
China's national territorial area more than 90% is villages and small towns area, while villages and small towns regional population accounts for more than the 70% of China's total population.
Limited by social and economic development level, villages and small towns civil buildings, cost is relatively low, there is no that consideration is provided fortification against earthquakes, house
It is using the masonry structure of the fragile materials such as masonry construction, the quality and poor seismic behavior in house mostly.All previous earthquake disaster table
Bright, once there is earthquake disaster, the house in villages and small towns area will largely collapse, and casualties is heavy." small shake is caused disaster " is even " small
Shake terrible disaster " as the distinguishing feature of villages and small towns Earthquakes disaster.
But as China is constantly rich and powerful, rural economy has obtained effective development, and life of farmers level gradually steps up, peasant
Requirement to raising earthquake-resistant building ability, increase seismic seeurity is also urgent all the more.Seismic isolation technology is worldwide subjected to
The test of earthquake, it was demonstrated that there is mirable earthquake isolation effect.
At present, well-known isolation structure is to set horizontal seismic isolation or buffer layer in building structure bottom, i.e., it is basic every
Shake or damping, or portion sets horizontal seismic isolation or buffer layer, i.e. Interlayer seismic isolation or damping, but cannot reduce vertically under construction
Shake acts on so that the vertical seismic action disaster of highlight lines area engineering structure cannot effectively cut down.
Utility model content
The technical problems to be solved in the utility model is in view of the above shortcomings of the prior art, there is provided a kind of three-dimensional overall low
Layer architectural vibration-insulation structural system, vertical cushioning effect cannot be reached by solving existing isolation structure, and having can reach vertical and horizontal
To damping, the characteristics of realizing three-dimensional damping effect.
In order to solve the above technical problems, technical solution adopted in the utility model is：A kind of three-dimensional overall low-rise building
Seismic isolation structure system, including horizontal seismic isolation layer and vertical Seismic Isolation of Isolation Layer, the horizontal seismic isolation layer are arranged on the horizontal base of building,
The top of the horizontal seismic isolation layer is the agent structure of building, and the vertical Seismic Isolation of Isolation Layer is installed on the company between different subjects structure
On the link position for connecing position or agent structure and accessory structure, the horizontal seismic isolation layer include multiple equally distributed first every
Bearing is shaken, the vertical Seismic Isolation of Isolation Layer includes multiple equally distributed second shock isolating pedestals.
Preferably, stiffener is further included, the stiffener is arranged on different major structure of construction junctions or building
The junction of agent structure and accessory structure.
Preferably, first shock isolating pedestal is rubber earthquake isolation support or friction slipper.
Preferably, second shock isolating pedestal is rubber earthquake isolation support or spring shock-proof bearing.
Preferably, the vertical Seismic Isolation of Isolation Layer number is more than 2, and major structure of construction is divided into by the vertical Seismic Isolation of Isolation Layer
The shock insulation section of more than 2.
Preferably, the horizontal seismic isolation layer of described more than 2 has different natural vibration periods.
It is using beneficial effect caused by above-mentioned technical proposal：The utility model is a kind of three-dimensional overall low by designing
Layer architectural vibration-insulation structural system, including horizontal seismic isolation layer and vertical Seismic Isolation of Isolation Layer, horizontal seismic isolation layer are arranged on the horizontal base of building
On, the top of horizontal seismic isolation layer is the agent structure of building, and vertical Seismic Isolation of Isolation Layer is installed on the connection position between different subjects structure
Put or the link position of agent structure and accessory structure on, horizontal seismic isolation layer includes multiple equally distributed first shock isolating pedestals,
Vertical Seismic Isolation of Isolation Layer includes multiple equally distributed second shock isolating pedestals.Horizontal seismic isolation layer is arranged on basis and the agent structure of building
Between, the effect of horizontal shock-absorbing can be played to building, vertical Seismic Isolation of Isolation Layer is arranged between agent structure or agent structure and attached
Between belonging to structure, by designing vertical Seismic Isolation of Isolation Layer, the effect of vertical direction damping can be played；By such a design to building water
The damping at the same time of gentle vertical direction, realizes the three-dimensional damping of building, reaches best anti seismic efficiency.
Brief description of the drawings
Fig. 1 is the structure diagram that the utility model provides one embodiment；
Fig. 2 is I positions enlarged diagram in Fig. 1.
In figure：1st, it is basic；2nd, horizontal seismic isolation layer；3rd, vertical Seismic Isolation of Isolation Layer；4th, agent structure；5th, the first shock isolating pedestal；6th, add
Strong component；7th, the second shock isolating pedestal.
Embodiment
The utility model is described in further detail with reference to the accompanying drawings and detailed description, but the utility model
Protection domain be not limited to it is as described below.
As shown in Figure 1, be the structure diagram of the utility model one embodiment, including horizontal seismic isolation layer 2 and vertically every
Layer 3 is shaken, horizontal seismic isolation layer 2 is arranged on the horizontal base 1 of building, and the top of horizontal seismic isolation layer 2 is the agent structure 4 of building,
Vertical Seismic Isolation of Isolation Layer 3 is installed on link position or agent structure 4 and the link position of accessory structure between different subjects structure 4
On, horizontal seismic isolation layer 2 includes multiple equally distributed first shock isolating pedestals 5, and vertical Seismic Isolation of Isolation Layer 3 includes multiple equally distributed the
Two shock isolating pedestals 7.
Horizontal seismic isolation layer 2 is arranged between the basis 1 of building and agent structure 4, can play horizontal shock-absorbing to building
Effect, vertical Seismic Isolation of Isolation Layer 3 is arranged between agent structure 4 or between agent structure 4 and accessory structure, by designing vertical shock insulation
Layer 3, can play the effect of vertical direction damping；By such a design to building level and vertical direction damping at the same time, realize
The three-dimensional isolation of building and damping, reach best anti seismic efficiency.
In the utility model one embodiment, stiffener 6 is further included, stiffener 6 is arranged on different building body knots
4 junction of structure or the junction of major structure of construction 4 and accessory structure.4 side of major structure of construction is equipped with stiffener 6,
When vertical Seismic Isolation of Isolation Layer 3 is installed, the both ends of the second shock isolating pedestal 7 in vertical Seismic Isolation of Isolation Layer 3 are connected to the stiffener of both sides respectively
6.The design of stiffener 6 can play the protective effect to the agent structure 4 of building, when shaking, vertical Seismic Isolation of Isolation Layer 3
When playing the role of vertical direction damping and shock insulation, the protection building of stiffener 6, reduces the damage of building.
In the utility model one embodiment, the first shock isolating pedestal 5 is rubber earthquake isolation support or friction slipper, second
Shock isolating pedestal 7 is rubber earthquake isolation support or spring shock-proof bearing.Shock isolating pedestal makes choice by shockproof requirement.First shock insulation branch
Seat 5 selects rubber earthquake isolation support or friction slipper, can play the role of very well to the damping of building level position and shock insulation,
Second shock isolating pedestal 7 selects rubber earthquake isolation support or spring shock-proof bearing, can play very well to building vertical position damping and
The effect of shock insulation.
In the utility model one embodiment, vertical 3 numbers of Seismic Isolation of Isolation Layer are more than 2, and vertical Seismic Isolation of Isolation Layer 3 is by the master of building
4 structure of body structure is divided into the shock insulation section of more than 2, and the horizontal seismic isolation layer 2 of different shock insulation sections has different natural vibration periods.With
Realize in geological process it is that agent structure 4 in different shock insulation sections can interact and be realized by vertical earthquake isolating layer and consumes energy,
Strengthen anti seismic efficiency.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
All any modification, equivalent and improvement made within the spirit and principle of utility model etc., should be included in the utility model
Protection domain within.
Claims (6)
1. a kind of three-dimensional overall low-rise building seismic isolation structure system, it is characterised in that including horizontal seismic isolation layer（2）With vertical shock insulation
Layer（3）, the horizontal seismic isolation layer（2）It is arranged on the horizontal base of building（1）On, the horizontal seismic isolation layer（2）Top to build
The agent structure built（4）, the vertical Seismic Isolation of Isolation Layer（3）Installed in different subjects structure（4）Between link position or main body knot
Structure（4）With on the link position of accessory structure, the horizontal seismic isolation layer（2）Including multiple equally distributed first shock isolating pedestals
（5）, the vertical Seismic Isolation of Isolation Layer（3）Including multiple equally distributed second shock isolating pedestals（7）.
2. three-dimensional overall low-rise building seismic isolation structure system according to claim 1, it is characterised in that further include reinforcement structure
Part（6）, the stiffener（6）It is arranged on different major structure of construction（4）Junction or major structure of construction（4）With attached knot
The junction of structure.
3. three-dimensional overall low-rise building seismic isolation structure system according to claim 1, it is characterised in that first shock insulation
Bearing（5）For rubber earthquake isolation support or friction slipper.
4. three-dimensional overall low-rise building seismic isolation structure system according to claim 1, it is characterised in that second shock insulation
Bearing（7）For rubber earthquake isolation support or spring shock-proof bearing.
5. three-dimensional overall low-rise building seismic isolation structure system according to claim 1, it is characterised in that the vertical shock insulation
Layer（3）Number is more than 2, the vertical Seismic Isolation of Isolation Layer（3）The agent structure of building or accessory structure are divided into more than 2
Shock insulation section.
6. three-dimensional overall low-rise building seismic isolation structure system according to claim 5, it is characterised in that described more than 2
Horizontal seismic isolation layer（2）With different natural vibration periods.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721110081.6U CN207296059U (en) | 2017-08-31 | 2017-08-31 | Three-dimensional entirety low-rise building seismic isolation structure system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721110081.6U CN207296059U (en) | 2017-08-31 | 2017-08-31 | Three-dimensional entirety low-rise building seismic isolation structure system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207296059U true CN207296059U (en) | 2018-05-01 |
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ID=62439182
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721110081.6U Active CN207296059U (en) | 2017-08-31 | 2017-08-31 | Three-dimensional entirety low-rise building seismic isolation structure system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207296059U (en) |
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2017
- 2017-08-31 CN CN201721110081.6U patent/CN207296059U/en active Active
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