CN108894388A - 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 PDF

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Publication number
CN108894388A
CN108894388A CN201710955508.0A CN201710955508A CN108894388A CN 108894388 A CN108894388 A CN 108894388A CN 201710955508 A CN201710955508 A CN 201710955508A CN 108894388 A CN108894388 A CN 108894388A
Authority
CN
China
Prior art keywords
plate
column
vibration
attachment device
shock insulation
Prior art date
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.)
Withdrawn
Application number
CN201710955508.0A
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Chinese (zh)
Inventor
董智敏
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sichuan Jian Zhi Technology Co Ltd
Original Assignee
Sichuan Jian Zhi Technology Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Sichuan Jian Zhi Technology Co Ltd filed Critical Sichuan Jian Zhi Technology Co Ltd
Priority to CN201710955508.0A priority Critical patent/CN108894388A/en
Publication of CN108894388A publication Critical patent/CN108894388A/en
Withdrawn legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/04Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, or groups of buildings, or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake, extreme climate
    • E04H9/02Buildings, or groups of buildings, or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake, extreme climate withstanding earthquake or sinking of ground
    • E04H9/021Bearing, supporting or connecting constructions specially adapted for such buildings
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, or groups of buildings, or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake, extreme climate
    • E04H9/02Buildings, or groups of buildings, or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake, extreme climate withstanding earthquake or sinking of ground
    • E04H9/021Bearing, supporting or connecting constructions specially adapted for such buildings
    • E04H9/022Bearing, supporting or connecting constructions specially adapted for such buildings and comprising laminated structures of alternating elastomeric and rigid layers
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, or groups of buildings, or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake, extreme climate
    • E04H9/02Buildings, or groups of buildings, or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake, extreme climate withstanding earthquake or sinking of ground
    • E04H9/025Structures with concrete columns

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 round, in different directions, three plates-beam pad layer is set, it wherein 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

A kind of plate-beam column shock insulation(Vibration)Attachment device
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 circles, and three plates-are arranged in different directions 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 Bed course is just contacted with corresponding beam element top surface after plate-column insulating element is installed in place on pole unit.
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 circle, three plates-beam pad layer 2 is arranged in different directions, wherein in plate-column insulating element 1 Side and 6 section of pole unit coincide, and outside and 4 hole of precast floor slab unit coincide, and plate-beam pad layer 2 exists 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(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 circle, three plates-beam pad layer 2 is arranged in different directions, wherein structure is isolated in plate-column 1 inside of part coincide with 6 section of pole unit, and outside and 4 hole of precast floor slab unit coincide, and structure is isolated in plate-column in plate-beam pad layer 2 Part 1, which is attached to after position on pole unit 6, just to be contacted with corresponding 7 top surface of beam element(As shown in Figure 1, Figure 2, Fig. 3).Plate-beam column every Shake(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 circle, three plates-beam pad layer 2 is arranged in different directions, wherein structure is isolated in plate-column 1 inside of part coincide with 6 section of pole unit, and outside and 4 hole of precast floor slab unit coincide, and structure is isolated in plate-column in plate-beam pad layer 2 Part 1 is just contacted with corresponding 7 top surface of beam element after being installed in place on pole unit 6(As shown in Figure 1, Figure 2, Fig. 3).Plate-beam pad Material, thickness and the precast floor slab unit 4 of layer 2 pass through plate-beam mounting hole 8 and beam element 7 and/or lotus rhizome beam element built-in fitting 3 The gasket of connection is identical (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 circle, three plates-beam pad layer 2 is arranged in different directions, wherein structure is isolated in plate-column 1 inside of part coincide with 6 section of pole unit, and outside and 4 hole of precast floor slab unit coincide, and structure is isolated in plate-column in plate-beam pad layer 2 Part 1 is just contacted with corresponding 7 top surface of beam element after being installed in place on pole unit 6(As shown in Figure 1, Figure 2, Fig. 3).Plate-column every Thickness from component 1 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 circle, three plates-beam pad layer 2 is arranged in different directions, wherein structure is isolated in plate-column 1 inside of part coincide with 6 section of pole unit, and outside and 4 hole of precast floor slab unit coincide, and structure is isolated in plate-column in plate-beam pad layer 2 Part 1 is just contacted with corresponding 7 top surface of beam element after being installed in place on pole unit 6(As shown in Figure 1, Figure 2, Fig. 3).Plate-beam pad 2 material of layer are configured to:Rubber and metal arranged for interval, 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 circle, and three plates-beam pad layer is arranged in different directions, it is characterised in that:Wherein plate-column isolation It coincide on the inside of component with pole unit section, outside and precast floor slab unit hole coincide, and plate-beam pad layer is in plate-column insulating element It is just contacted with corresponding beam element top surface after being installed in place on pole unit.
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.
CN201710955508.0A 2017-10-14 2017-10-14 A kind of plate-beam column shock insulation(Vibration)Attachment device Withdrawn CN108894388A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710955508.0A CN108894388A (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
CN201710955508.0A CN108894388A (en) 2017-10-14 2017-10-14 A kind of plate-beam column shock insulation(Vibration)Attachment device

Publications (1)

Publication Number Publication Date
CN108894388A true CN108894388A (en) 2018-11-27

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710955508.0A Withdrawn CN108894388A (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) CN108894388A (en)

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Application publication date: 20181127

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