CN108894392A - 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
- CN108894392A CN108894392A CN201710955564.4A CN201710955564A CN108894392A CN 108894392 A CN108894392 A CN 108894392A CN 201710955564 A CN201710955564 A CN 201710955564A CN 108894392 A CN108894392 A CN 108894392A
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- CN
- China
- Prior art keywords
- plate
- column
- vibration
- attachment device
- 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
-
- 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
-
- 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
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 square, three plates-beam pad layer is set in different directions, is wherein coincide on the inside of plate-column insulating element with pole unit section, outside and precast floor slab unit hole coincide, 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, and plate-beam pad layer and beam element top surface are of same size.
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 squares, are arranged three in different directions
Plate-beam pad layer wherein coincide on the inside of plate-column insulating element with pole unit section, and outside and precast floor slab unit hole coincide,
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, plate-
Beam pad layer and beam element top surface are of same size.
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 three-dimensional beam-column unit prefabricated components schematic diagram 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 square, three plates-beam pad layer 2 is arranged in different directions, wherein plate-column insulating element 1
Inside and 6 section of pole unit coincide, and outside and 4 hole of precast floor slab unit coincide, and plate-beam pad layer 2 is in plate-column insulating element 1
It is just contacted with corresponding 7 top surface of beam element after being installed in place on pole unit 6, plate-beam pad layer 2 and 7 top surface of beam element are wide
It spends identical（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 square, and three plates-beam pad layer 2 is arranged in different directions, wherein plate-column isolation
1 inside of component coincide with 6 section of pole unit, and outside and 4 hole of precast floor slab unit coincide, and plate-beam pad layer 2 is in plate-column isolation
Component 1, which is attached to after position on pole unit 6, just to be contacted with corresponding 7 top surface of beam element, 7 top surface of plate-beam pad layer 2 and beam element
It is of same size（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 square, and three plates-beam pad layer 2 is arranged in different directions, wherein plate-column isolation
1 inside of component coincide with 6 section of pole unit, and outside and 4 hole of precast floor slab unit coincide, and plate-beam pad layer 2 is in plate-column isolation
Component 1 is just contacted with corresponding 7 top surface of beam element after being installed in place on pole unit 6, and plate-beam pad layer 2 and beam element 7 push up
Face is of same size（As shown in Figure 1, Figure 2, Fig. 3）.Plate-beam pad layer 2 material, thickness and precast floor slab unit 4 pass through plate-beam mounting hole
8 is identical (such as Fig. 4) with the gasket of beam element 7 and/or the connection of lotus rhizome beam element built-in fitting 3.
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 square, and three plates-beam pad layer 2 is arranged in different directions, wherein plate-column isolation
1 inside of component coincide with 6 section of pole unit, and outside and 4 hole of precast floor slab unit coincide, and plate-beam pad layer 2 is in plate-column isolation
Component 1 is just contacted with corresponding 7 top surface of beam element after being installed in place on pole unit 6, and plate-beam pad layer 2 and beam element 7 push up
Face is of same size（As shown in Figure 1, Figure 2, Fig. 3）.Plate-column insulating element 1 thickness is equal to plate-beam pad layer 2 thickness.
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 square, and three plates-beam pad layer 2 is arranged in different directions, wherein plate-column isolation
1 inside of component coincide with 6 section of pole unit, and outside and 4 hole of precast floor slab unit coincide, and plate-beam pad layer 2 is in plate-column isolation
Component 1 is just contacted with corresponding 7 top surface of beam element after being installed in place on pole unit 6, and plate-beam pad layer 2 and beam element 7 push up
Face is of same size（As shown in Figure 1, Figure 2, Fig. 3）.Plate -2 material of beam pad layer is configured to：Rubber and metal arranged for interval, but top layer
It is all rubber with lowest level.
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 square, and three plates-beam pad layer is arranged in different directions, it is characterised in that：Wherein plate-column every
It coincide from the inside of component with pole unit section, outside and precast floor slab unit hole coincide, and structure is isolated in plate-column in plate-beam pad layer
Part is just contacted with corresponding beam element top surface after being installed in place on pole unit, plate-beam pad layer and beam element top surface width
It is identical.
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 |
|---|---|---|---|
| CN201710955564.4A CN108894392A (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 |
|---|---|---|---|
| CN201710955564.4A CN108894392A (en) | 2017-10-14 | 2017-10-14 | A kind of plate-beam column shock insulation（Vibration）Attachment device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108894392A true CN108894392A (en) | 2018-11-27 |
Family
ID=64342142
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710955564.4A Pending CN108894392A (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) | CN108894392A (en) |
-
2017
- 2017-10-14 CN CN201710955564.4A patent/CN108894392A/en active Pending
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| PB01 | Publication | ||
| PB01 | Publication | ||
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| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20181127 |