CN107938836A - A kind of assembled architecture frame structure unit - Google Patents
A kind of assembled architecture frame structure unit Download PDFInfo
- Publication number
- CN107938836A CN107938836A CN201710968785.5A CN201710968785A CN107938836A CN 107938836 A CN107938836 A CN 107938836A CN 201710968785 A CN201710968785 A CN 201710968785A CN 107938836 A CN107938836 A CN 107938836A
- Authority
- CN
- China
- Prior art keywords
- plate
- unit
- column
- frame structure
- assembled architecture
- 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.)
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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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/185—Connections not covered by E04B1/21 and E04B1/2403, e.g. connections between structural parts of different material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/162—Connectors or means for connecting parts for reinforcements
- E04C5/163—Connectors or means for connecting parts for reinforcements the reinforcements running in one single direction
- E04C5/165—Coaxial connection by means of sleeves
-
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention proposes a kind of assembled architecture frame structure unit, including prefabricated middle three-dimensional beam-column unit and/or side three-dimensional beam-column unit and/or angle three-dimensional beam-column unit, precast floor slab unit, plate-girder column attachment device, the vertical muscle of corresponding beam element is connected with each other after-pouring concrete, it coincide on the inside of slab column connection position in plate-girder column attachment device with pole unit section, outside and the sheet-pile installation hole of precast floor slab unit are coincide, the lower part backing plate of plate-girder column attachment device is placed on beam element top surface, precast floor slab unit is installed in place by the sheet-pile installation hole coincideing with pole unit section from pole unit top.
Description
Technical field
The present invention relates to a kind of assembled arthitecutral structure, specifically a kind of assembled architecture frame structure unit.
Background technology
As China's economic society is fast-developing, urbanization process is accelerated, and environmental improvement pressure increases, and labor shortage becomes
Gesture shows, and country progressively proposes requirements at the higher level to assembled architecture, it is desirable to 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 prefabricated integral frame structure is given, prefabricated integral frame structure refers to that PC beams, column component pass through
Reliable way is attached and the pouring concrete behind scene, and strength cement-based grouting material forms entirety, that is, with so-called wet company
Connect to form entirety, design is equal to cast-in-place, and the shockproof requirements of cast in place and precast construction joint cores and cast-in-place structural phase
Together.The beam-column unit connection center for leading assembled architecture frame structure unit to be used both at home and abroad now is mainly combined in beam column
Position, by the position of joints cast in situs of stress complexity, causes the reliability of node to decline.Therefore, design is a kind of more reliable, more
The assembled architecture frame structure unit of high prefabricated rate has become industry technical problem urgently to be resolved hurrily.
The content of the invention
It is easy for installation and can realize complex node is prefabricated it is an object of the invention to provide one kind construction is reasonable, subtract
The uncertain and cumbersome technique of few cast in situs so that after to pour node construction technique simple, and by anti-dropout floor with
Mechanical connection manner is directly installed on the assembled architecture frame structure in assembled three-dimensional beam-column unit, drastically increases dress
Prefabricated rate with formula building.
To achieve these goals, the present invention proposes a kind of assembled architecture frame structure unit, including prefabricated middle three-dimensional
Beam-column unit and/or side three-dimensional beam-column unit and/or angle three-dimensional beam-column unit, precast floor slab unit, plate-beam-to-column joint device,
The vertical muscle of corresponding beam element is connected with each other after-pouring concrete, on the inside of plate-column connecting portion in plate-beam-to-column joint device and column
Unit section coincide, and outside and plate-column installation hole of precast floor slab unit are coincide, the lower part backing plate of plate-beam-to-column joint device
It is placed on beam element top surface, precast floor slab unit is by plate-column installation hole for coincideing with pole unit section from pole unit top
It is installed in place.
There is following feature using the assembled architecture frame structure unit of technical solution of the present invention：Corresponding beam element is indulged
Muscle mutually uses sleeve connection after-pouring concrete；Each beam element top surface absolute altitude is identical, in order to be connected with precast floor slab unit.
Preferably, plate-beam-to-column joint device is polymer damping material.
Preferably, plate-beam-to-column joint device is elastomeric material.
Preferably, beam element top surface absolute altitude is less than the 1/3 of floor clear height apart from pole unit top of concrete.
Preferably, precast floor slab unit is connected installation with built-in fitting by plate-beam mounting hole.
Preferably, material, thickness and the precast floor slab unit of plate-beam-to-column joint device lower part backing plate by plate-
Beam mounting hole is identical with the beam element built-in fitting gasket connected.
Preferably, the material structure of plate-beam-to-column joint device is rubber-steel-rubber.
Preferably, sleeve can be pre-installed to the pole unit muscle material of pole unit upper end.
The present invention obtains following technique effect, can not only be mounted directly the prefabricated floor that can prevent from coming off,
And realize isolation property between the prefabricated floor panels of anti-dropout and three-dimensional beam-column unit prefabricated components, realize and reduce
Seismic force, controls building maximum horizontal displacement and interlayer horizontal displacement under earthquake operating mode.Relative to current prefabricated rate compared with
Low assembled architecture, the present invention have greatly promoted assembled to build by designing a kind of assembled architecture frame structure unit
Development process is built, improves the prefabricated rate of assembled architecture, is provided convenience for later stage installing engineering, saves various related societies
Resource.
Brief description of the drawings
Fig. 1 is connection diagram between three-dimensional beam-column unit prefabricated components of the invention；
Fig. 2 arranges schematic diagram for precast floor slab unit of the present invention；
Fig. 3 is three-dimensional beam-column unit prefabricated components schematic diagram；
Fig. 4 is plate of the present invention-beam-to-column joint schematic device.
Wherein, middle three-dimensional beam-column unit 1, side three-dimensional beam-column unit 2, angle three-dimensional beam-column unit 3, pole unit 4, beam element 5,
Built-in fitting 6, plate-column installation hole 7, plate-beam mounting hole 8, assembled hole 9, lotus rhizome beam element 10, plate-beam-to-column joint fill 11.
Embodiment
The present invention will be further described in detail below with reference to the accompanying drawings and specific embodiments：
1. a kind of assembled architecture frame structure unit, including prefabricated middle three-dimensional beam-column unit 1, side three-dimensional beam-column unit 2, angle three
Dimension beam-column unit 3, precast floor slab unit, plate-beam-to-column joint device 11, the vertical muscle of corresponding beam element 5 are connected with each other after-pouring and mix
It is solidifying native, it coincide on the inside of plate-column connecting portion in plate-beam-to-column joint device 11 with 4 section of pole unit, outside and precast floor slab list
Plate-column installation hole 7 of member is coincide, and the lower part backing plate of plate-beam-to-column joint device 11 is placed on 5 top surface of beam element, precast floor slab
Unit is installed in place by the plate-column installation hole 7 coincideing with 4 section of pole unit from 4 top of pole unit.Corresponding beam element 5
Vertical muscle mutually uses sleeve connection after-pouring concrete.
2. a kind of assembled architecture frame structure unit, including prefabricated middle three-dimensional beam-column unit 1, side three-dimensional beam-column unit 2,
Angle three-dimensional beam-column unit 3, precast floor slab unit, plate-beam-to-column joint device 11, is poured after the vertical muscle interconnection of corresponding beam element 5
Build concrete, coincide on the inside of the plate in plate-beam-to-column joint device 11-column connecting portion with 4 section of pole unit, outside and prefabricated building
The plate of Slab element-column installation hole 7 is coincide, and the lower part backing plate of plate-beam-to-column joint device 11 is placed on 5 top surface of beam element, prefabricated
Floor panels are installed in place by the plate-column installation hole 7 coincideing with 4 section of pole unit from 4 top of pole unit.Precast floor slab list
Member is connected installation by plate-beam mounting hole 8 with built-in fitting 6.
3. a kind of assembled architecture frame structure unit, including prefabricated middle three-dimensional beam-column unit 1, side three-dimensional beam-column unit 2,
Angle three-dimensional beam-column unit 3, precast floor slab unit, plate-beam-to-column joint device 11, is poured after the vertical muscle interconnection of corresponding beam element 5
Build concrete, coincide on the inside of the plate in plate-beam-to-column joint device 11-column connecting portion with 4 section of pole unit, outside and prefabricated building
The plate of Slab element-column installation hole 7 is coincide, and the lower part backing plate of plate-beam-to-column joint device 11 is placed on 5 top surface of beam element, prefabricated
Floor panels are installed in place by the plate-column installation hole 7 coincideing with 4 section of pole unit from 4 top of pole unit.Beam element 5 pushes up
Face absolute altitude is less than the 1/3 of floor clear height apart from 4 top of concrete of pole unit.
4. a kind of assembled architecture frame structure unit, including prefabricated middle three-dimensional beam-column unit 1, side three-dimensional beam-column unit 2,
Angle three-dimensional beam-column unit 3, precast floor slab unit, plate-beam-to-column joint device 11, is poured after the vertical muscle interconnection of corresponding beam element 5
Build concrete, coincide on the inside of the plate in plate-beam-to-column joint device 11-column connecting portion with 4 section of pole unit, outside and prefabricated building
The plate of Slab element-column installation hole 7 is coincide, and the lower part backing plate of plate-beam-to-column joint device 11 is placed on 5 top surface of beam element, prefabricated
Floor panels are installed in place by the plate-column installation hole 7 coincideing with 4 section of pole unit from 4 top of pole unit.Plate-beam column connects
Connection device 11 is polymer damping material.
5. a kind of assembled architecture frame structure unit, including prefabricated middle three-dimensional beam-column unit 1, side three-dimensional beam-column unit
2, angle three-dimensional beam-column unit 3, precast floor slab unit, plate-beam-to-column joint device 11, after the vertical muscle interconnection of corresponding beam element 5
Casting concrete, coincide with 4 section of pole unit on the inside of plate-column connecting portion in plate-beam-to-column joint device 11, outside with it is prefabricated
The plate of floor panels-column installation hole 7 is coincide, and the lower part backing plate of plate-beam-to-column joint device 11 is placed on 5 top surface of beam element, in advance
Floor panels processed are installed in place by the plate-column installation hole 7 coincideing with 4 section of pole unit from 4 top of pole unit.Each beam list
First 5 top surface absolute altitudes are identical, in order to be connected with precast floor slab unit.
6. a kind of assembled architecture frame structure unit, including prefabricated middle three-dimensional beam-column unit 1, side three-dimensional beam-column unit
2, angle three-dimensional beam-column unit 3, precast floor slab unit, plate-beam-to-column joint device 11, after the vertical muscle interconnection of corresponding beam element 5
Casting concrete, coincide with 4 section of pole unit on the inside of plate-column connecting portion in plate-beam-to-column joint device 11, outside with it is prefabricated
The plate of floor panels-column installation hole 7 is coincide, and the lower part backing plate of plate-beam-to-column joint device 11 is placed on 5 top surface of beam element, in advance
Floor panels processed are installed in place by the plate-column installation hole 7 coincideing with 4 section of pole unit from 4 top of pole unit.Plate-beam column
Attachment device 11 is elastomeric material.
7. connected between three-dimensional beam-column unit by lotus rhizome beam element 10；Pass through assembled 9 He of hole between precast floor slab unit
Connected with assembled 9 corresponding attachment device of hole.
Claims (10)
1. a kind of assembled architecture frame structure unit, including prefabricated middle three-dimensional beam-column unit and/or side three-dimensional beam-column unit and/
Or angle three-dimensional beam-column unit, precast floor slab unit, plate-beam-to-column joint device, it is characterised in that：The vertical muscle of corresponding beam element is mutual
Connect after-pouring concrete, coincide on the inside of the plate in plate-beam-to-column joint device-column connecting portion with pole unit section, outside and
The plate of precast floor slab unit-column installation hole is coincide, and the lower part backing plate of plate-beam-to-column joint device is placed on beam element top surface, in advance
Floor panels processed are installed in place by the plate-column installation hole coincideing with pole unit section from pole unit top.
A kind of 2. assembled architecture frame structure unit according to claim 1, it is characterised in that：Corresponding beam element is indulged
Muscle mutually uses sleeve connection after-pouring concrete.
A kind of 3. assembled architecture frame structure unit according to claim 1, it is characterised in that：Each beam element top surface
Absolute altitude is identical, in order to be connected with precast floor slab unit.
A kind of 4. assembled architecture frame structure unit according to claim 1-3, it is characterised in that：Plate-beam-to-column joint
Device is polymer damping material.
A kind of 5. assembled architecture frame structure unit according to claim 1-4, it is characterised in that：Plate-beam-to-column joint
Device is elastomeric material.
A kind of 6. assembled architecture frame structure unit according to claim 1-5, it is characterised in that：Beam element top surface mark
Rise is less than the 1/3 of floor clear height from pole unit top of concrete.
A kind of 7. assembled architecture frame structure unit according to claim 1, it is characterised in that：Precast floor slab unit leads to
Cross plate-beam mounting hole and installation is connected with built-in fitting.
A kind of 8. assembled architecture frame structure unit according to claim 1-7, it is characterised in that：Plate-beam-to-column joint
The gasket that material, thickness and the precast floor slab unit of device lower part backing plate are connected by plate-beam mounting hole and beam element built-in fitting
It is identical.
A kind of 9. assembled architecture frame structure unit according to claim 1, it is characterised in that：Plate-beam-to-column joint dress
The material structure put is rubber-steel-rubber.
A kind of 10. assembled architecture frame structure unit according to claim 1, it is characterised in that：Sleeve can be advance
It is installed to the pole unit muscle material of pole unit upper end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710968785.5A CN107938836A (en) | 2017-10-18 | 2017-10-18 | A kind of assembled architecture frame structure unit |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710968785.5A CN107938836A (en) | 2017-10-18 | 2017-10-18 | A kind of assembled architecture frame structure unit |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107938836A true CN107938836A (en) | 2018-04-20 |
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ID=61936214
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710968785.5A Pending CN107938836A (en) | 2017-10-18 | 2017-10-18 | A kind of assembled architecture frame structure unit |
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| CN (1) | CN107938836A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109162356A (en) * | 2018-09-27 | 2019-01-08 | 丰和营造集团股份有限公司 | A kind of assembling type steel structure exempts from casting concrete building structure |
-
2017
- 2017-10-18 CN CN201710968785.5A patent/CN107938836A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109162356A (en) * | 2018-09-27 | 2019-01-08 | 丰和营造集团股份有限公司 | A kind of assembling type steel structure exempts from casting concrete building structure |
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