CN108894377A - A kind of plate-beam column shock insulation（Vibration）Attachment device - Google Patents
A kind of plate-beam column shock insulation（Vibration）Attachment device Download PDFInfo
- Publication number
- CN108894377A CN108894377A CN201710955431.7A CN201710955431A CN108894377A CN 108894377 A CN108894377 A CN 108894377A CN 201710955431 A CN201710955431 A CN 201710955431A CN 108894377 A CN108894377 A CN 108894377A
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- China
- Prior art keywords
- plate
- vibration
- attachment device
- column
- shock insulation
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- 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.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/04—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
- E04H9/022—Bearing, supporting or connecting constructions specially adapted for such buildings and comprising laminated structures of alternating elastomeric and rigid layers
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/025—Structures with concrete columns
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Building Environments (AREA)
- Floor Finish (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The present invention proposes a kind of plate-beam column shock insulation（Vibration）Attachment device, including plate-column insulating element, and plate-beam pad layer, plate-column insulating element section inner side and outer side is all abnormity, wherein it coincide on the inside of plate-column insulating element with pole unit section, outside and precast floor slab unit hole coincide, and plate-beam pad layer is just contacted with corresponding beam element top surface after plate-column insulating element is installed in place on pole unit.
Description
Technical field
The present invention designs a kind of assembled architecture component, specifically a kind of plate-beam column shock insulation（Vibration）Attachment device.
Background technique
With the fast development of China's economic society, urbanization process is accelerated, and environmental improvement pressure increases, and labor shortage becomes
Gesture shows, and country gradually proposes requirements at the higher level to assembled architecture, it is desirable that increases the ratio that assembled architecture accounts for new building, together
When also require improve assembled architecture prefabricated rate.Existing professional standard《Prefabricated concrete structure technical regulation》（JGJ-
2014）The design code of common laminated floor slab is given, due to current complete prefabricated superstructure poor seismic behavior, so that full precast floor slab
For total-prefabricated construction, the i.e. building of dry method assembly, can only be applied in non-antidetonation or low seismic fortification intensity engineering.For
The prefabricated rate of assembled architecture is improved, while guaranteeing ability of providing fortification against earthquakes, designs a kind of superior complete prefabricated knot of anti-seismic performance
Structure has become industry technical problem urgently to be resolved.Therefore, it is necessary to a kind of plate-beam column shock insulations（Vibration）Attachment device is current to solve
From engineering technology problem.
Summary of the invention
The purpose of the present invention is to provide a kind of constructions rationally, easy for installation with precast floor slab unit and three-dimensional beam column list
Plate-beam column shock insulation of member connection（Vibration）Attachment device greatly improves the prefabricated rate of assembled architecture, while guaranteeing brilliance
It provides fortification against earthquakes ability.
To achieve the goals above, the present invention proposes a kind of plate-beam column shock insulation（Vibration）Attachment device, including plate-column isolation
Component and plate-beam pad layer, plate-column insulating element section inner side and outer side are all abnormity, wherein on the inside of plate-column insulating element
It coincide with pole unit section, outside and precast floor slab unit hole coincide, and plate-beam pad layer is in plate-column insulating element in pole unit
On be installed in place after just contacted with corresponding beam element top surface.
Using plate-beam column shock insulation of technical solution of the present invention（Vibration）Attachment device has following feature：Plate-beam column shock insulation
（Vibration）Attachment device is polymer damping material；Plate-column insulating element thickness is greater than plate-beam pad layer；Plate-beam column shock insulation（Vibration）
Attachment device is rubber.
Preferably, plate-beam pad layer material, thickness and precast floor slab unit pass through plate-beam mounting hole and Liang Dan
Member and/or the gasket of lotus rhizome beam element built-in fitting connection are identical.
Preferably, plate-column insulating element thickness is equal to plate-beam pad layer thickness.
Preferably, plate-beam pad layer material is configured to：Rubber-metal-rubber.
Preferably, plate-beam pad layer material is configured to：Rubber and metal arranged for interval.
Preferably, plate-beam pad layer material is configured to：Rubber and metal arranged for interval, but top layer and most lower
Layer is all rubber.
Preferably, plate-column insulating element material is configured to：Rubber-metal-rubber.
Preferably, plate-column insulating element material is configured to：Rubber and metal arranged for interval, but innermost layer
It is all rubber with outermost layer.
The present invention obtains following technical effect, and assembling precast floor slab unit not only may be implemented in the work of mechanical erection
It prevents from falling off under condition, and prevent stress from concentrating between precast floor slab unit and three-dimensional beam-column unit, realizes isolation property, it is real
Now reduce seismic force, controls building maximum horizontal displacement and interlayer horizontal displacement under earthquake operating condition.Relative to pre- at present
The lower assembled architecture of rate processed, the present invention is by designing a kind of plate-beam column shock insulation（Vibration）Attachment device has greatly pushed dress
With formula architectural development process, the prefabricated rate of assembled architecture is improved, provides convenience for later period installing engineering, saves various phases
Close social resources.
Detailed description of the invention
Fig. 1 is plate of the present invention-beam column shock insulation（Vibration）Attachment device schematic diagram；
Fig. 2 is precast floor slab cell schematics of the present invention；
Fig. 3 is three-dimensional beam-column unit prefabricated components schematic diagram；
Fig. 4 is built-in fitting schematic diagram.
Wherein, plate-column insulating element 1, plate-beam pad layer 2, built-in fitting 3, precast floor slab unit 4, three-dimensional beam-column unit 5, column
Unit 6, beam element 7, plate-beam mounting hole 8.
Specific embodiment
The present invention will be further described in detail below with reference to the accompanying drawings and specific embodiments：
1. a kind of plate-beam column shock insulation（Vibration）Attachment device, including plate-column insulating element 1 and plate-beam pad layer 2, plate-column isolation
1 section inner side and outer side of component is all abnormity, and wherein the inside of plate-column insulating element 1 coincide with 6 section of pole unit, outside and pre-
4 hole of floor panels processed coincide, plate-beam pad layer 2 after plate-column insulating element 1 is installed in place on pole unit 6 just with it is right
7 top surface of the beam element contact answered（As shown in Figure 1, Figure 2, Fig. 3）.Plate-beam column shock insulation（Vibration）Attachment device is polymer damping material.
2. a kind of plate-beam column shock insulation（Vibration）Attachment device, including plate-column insulating element 1 and plate-beam pad layer 2, plate-column
1 section inner side and outer side of insulating element is all abnormity, and wherein 1 inside of plate-column insulating element coincide with 6 section of pole unit, outside
With 4 hole of precast floor slab unit coincide, plate-beam pad layer 2 after plate-column insulating element 1 is attached to position on pole unit 6 just with
Corresponding 7 top surface of beam element contact（As shown in Figure 1, Figure 2, Fig. 3）.Plate-beam column shock insulation（Vibration）Attachment device is rubber.
3. a kind of plate-beam column shock insulation（Vibration）Attachment device, including plate-column insulating element 1 and plate-beam pad layer 2, plate-column
1 section inner side and outer side of insulating element is all abnormity, and wherein 1 inside of plate-column insulating element coincide with 6 section of pole unit, outside
With 4 hole of precast floor slab unit coincide, plate-beam pad layer 2 after plate-column insulating element 1 is installed in place on pole unit 6 just
It is contacted with corresponding 7 top surface of beam element（As shown in Figure 1, Figure 2, Fig. 3）.Plate-beam pad layer 2 material, thickness and precast floor slab unit 4 are logical
It is identical to cross the gasket that plate-beam mounting hole 8 and beam element 7 and/or lotus rhizome beam element built-in fitting 3 connect（Such as Fig. 4）.
4. a kind of plate-beam column shock insulation（Vibration）Attachment device, including plate-column insulating element 1 and plate-beam pad layer 2, plate-column
1 section inner side and outer side of insulating element is all abnormity, and wherein 1 inside of plate-column insulating element coincide with 6 section of pole unit, outside
With 4 hole of precast floor slab unit coincide, plate-beam pad layer 2 after plate-column insulating element 1 is installed in place on pole unit 6 just
It is contacted with corresponding 7 top surface of beam element（As shown in Figure 1, Figure 2, Fig. 3）.Plate-column insulating element 1 thickness is equal to plate-beam pad layer 2 thickness
Degree.
5. a kind of plate-beam column shock insulation（Vibration）Attachment device, including plate-column insulating element 1 and plate-beam pad layer 2, plate-column
1 section inner side and outer side of insulating element is all abnormity, and wherein 1 inside of plate-column insulating element coincide with 6 section of pole unit, outside
With 4 hole of precast floor slab unit coincide, plate-beam pad layer 2 after plate-column insulating element 1 is installed in place on pole unit 6 just
It is contacted with corresponding 7 top surface of beam element（As shown in Figure 1, Figure 2, Fig. 3）.Plate -2 material of beam pad layer is configured to：Rubber and metal interval cloth
It sets, but top layer and lowest level are all rubber.
Claims (10)
1. a kind of plate-beam column shock insulation（Vibration）Structure is isolated in attachment device, including plate-column insulating element and plate-beam pad layer, plate-column
Part section inner side and outer side is all abnormity, it is characterised in that：It wherein coincide on the inside of plate-column insulating element with pole unit section, outside
Side and precast floor slab unit hole coincide, plate-beam pad layer after plate-column insulating element is installed in place on pole unit just with
Corresponding beam element top surface contact.
2. a kind of plate-beam column shock insulation according to claim 1（Vibration）Attachment device, it is characterised in that：Plate-beam column shock insulation
（Vibration）Attachment device is polymer damping material.
3. a kind of plate-beam column shock insulation according to claim 1 to 2（Vibration）Attachment device, it is characterised in that：Plate-beam column shock insulation
（Vibration）Attachment device is rubber.
4. a kind of plate-beam column shock insulation according to claim 1（Vibration）Attachment device, it is characterised in that：Plate-column insulating element
Thickness be greater than plate-beam pad layer.
5. a kind of plate-beam column shock insulation described in -4 according to claim 1（Vibration）Attachment device, it is characterised in that：Plate-beam pad layer
The gasket that material, thickness and precast floor slab unit pass through plate-beam mounting hole and the connection of beam element and/or lotus rhizome beam element built-in fitting
It is identical.
6. a kind of plate-beam column shock insulation according to claim 1（Vibration）Attachment device, it is characterised in that：Plate-column separator
And/or plate-beam pad layer material is configured to：Rubber and metal arranged for interval.
7. a kind of plate-beam column shock insulation according to claim 1（Vibration）Attachment device, it is characterised in that：Plate-beam pad layer material
It is configured to：Rubber and metal arranged for interval, but top layer and lowest level are all rubber.
8. a kind of plate-beam column shock insulation according to claim 1（Vibration）Attachment device, it is characterised in that：Plate-column insulating element
Material be configured to：Rubber and metal arranged for interval, but innermost layer and outermost layer are all rubber.
9. a kind of plate-beam column shock insulation according to claim 1（Vibration）Attachment device, it is characterised in that：Plate-column insulating element
Thickness be equal to plate-beam pad layer thickness.
10. a kind of plate-beam column shock insulation described in -8 according to claim 1（Vibration）Attachment device, it is characterised in that：The rubber is
Polyisoprene natural polymer as main component.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710955431.7A CN108894377A (en) | 2017-10-14 | 2017-10-14 | A kind of plate-beam column shock insulation（Vibration）Attachment device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710955431.7A CN108894377A (en) | 2017-10-14 | 2017-10-14 | A kind of plate-beam column shock insulation（Vibration）Attachment device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108894377A true CN108894377A (en) | 2018-11-27 |
Family
ID=64342068
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710955431.7A Withdrawn CN108894377A (en) | 2017-10-14 | 2017-10-14 | A kind of plate-beam column shock insulation（Vibration）Attachment device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108894377A (en) |
-
2017
- 2017-10-14 CN CN201710955431.7A patent/CN108894377A/en not_active Withdrawn
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| WW01 | Invention patent application withdrawn after publication | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20181127 |