CN108005284A - A kind of assembled architecture frame structure unit - Google Patents
A kind of assembled architecture frame structure unit Download PDFInfo
- Publication number
- CN108005284A CN108005284A CN201710968659.XA CN201710968659A CN108005284A CN 108005284 A CN108005284 A CN 108005284A CN 201710968659 A CN201710968659 A CN 201710968659A CN 108005284 A CN108005284 A CN 108005284A
- 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.)
- Pending
Links
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
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
-
- 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
- E04B5/14—Load-carrying floor structures formed substantially of prefabricated units with beams or girders laid in two directions
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
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, lotus rhizome beam element, precast floor slab unit, plate-girder column attachment device, the vertical muscle of corresponding beam element and lotus rhizome 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 rectangular 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 sheet-pile installation hole 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, lotus rhizome beam element, precast floor slab unit, plate-beam
The vertical muscle of column attachment device, corresponding beam element and lotus rhizome beam element is connected with each other after-pouring concrete, in plate-beam-to-column joint device
Plate-column connecting portion on the inside of coincide with pole unit rectangular section, outside and plate-column installation hole kiss of precast floor slab unit
Close, the lower part backing plate of plate-beam-to-column joint device is placed on beam element top surface, precast floor slab unit by plate-column installation hole from
Pole unit top 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 and lotus
The vertical muscle of lotus root beam element mutually uses sleeve connection after-pouring concrete；Each beam element top surface absolute altitude is identical, in order to it is prefabricated
Floor panels connect.
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 built-in fitting of the beam element and/or lotus rhizome beam element 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 the three-dimensional beam-column unit prefabricated components and lotus rhizome beam element connection diagram of the present invention；
Fig. 2 arranges schematic diagram for precast floor slab unit of the present invention；
Fig. 3 positions 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 are pre-buried
Part 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 and/or side three-dimensional beam-column unit 2
And/or angle three-dimensional beam-column unit 3, lotus rhizome beam element 10, precast floor slab unit, plate-beam-to-column joint device 11, corresponding beam element 5
After-pouring concrete is connected with each other with the vertical muscle of lotus rhizome beam element 10, in plate-column connecting portion in plate-beam-to-column joint device 11
Side coincide with 4 rectangular section of pole unit, and outside and plate-column installation hole 7 of precast floor slab unit are coincide, plate-beam-to-column joint dress
The lower part backing plate for putting 11 is placed on 5 top surface of beam element, and precast floor slab unit is installed by the plate-column coincideing with 4 section of pole unit
Hole 7 is installed in place from 4 top of pole unit（Such as Fig. 1,2,3）.The vertical muscle of corresponding beam element 5 and lotus rhizome beam element 10, which is mutually used, to be covered
Cylinder connection after-pouring concrete.
2. a kind of assembled architecture frame structure unit, including prefabricated middle three-dimensional beam-column unit 1 and/or side three-dimensional beam column list
Member 2 and/or angle three-dimensional beam-column unit 3, lotus rhizome beam element 10, precast floor slab unit, plate-beam-to-column joint device 11, corresponding beam list
Member 5 and the vertical muscle of lotus rhizome beam element 10 are connected with each other after-pouring concrete, plate-column connecting portion in plate-beam-to-column joint device 11
Position inner side coincide with 4 rectangular section of pole unit, and outside and plate-column installation hole 7 of precast floor slab unit are coincide, and plate-beam column connects
The lower part backing plate of connection device 11 is placed on 5 top surface of beam element, and precast floor slab unit passes through plate-column for coincideing with 4 section of pole unit
Installation hole 7 is installed in place from 4 top of pole unit.Precast floor slab unit 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 and/or side three-dimensional beam column list
Member 2 and/or angle three-dimensional beam-column unit 3, lotus rhizome beam element 10, precast floor slab unit, plate-beam-to-column joint device 11, corresponding beam list
Member 5 and the vertical muscle of lotus rhizome beam element 10 are connected with each other after-pouring concrete, plate-column connecting portion in plate-beam-to-column joint device 11
Position inner side coincide with 4 rectangular section of pole unit, and outside and plate-column installation hole 7 of precast floor slab unit are coincide, and plate-beam column connects
The lower part backing plate of connection device 11 is placed on 5 top surface of beam element, and precast floor slab unit passes through plate-column for coincideing with 4 section of pole unit
Installation hole 7 is installed in place from 4 top of pole unit.5 top surface absolute altitude of beam element is net less than floor apart from 4 top of concrete of pole unit
High 1/3.
4. a kind of assembled architecture frame structure unit, including prefabricated middle three-dimensional beam-column unit 1 and/or side three-dimensional beam column list
Member 2 and/or angle three-dimensional beam-column unit 3, lotus rhizome beam element 10, precast floor slab unit, plate-beam-to-column joint device 11, corresponding beam list
Member 5 and the vertical muscle of lotus rhizome beam element 10 are connected with each other after-pouring concrete, plate-column connecting portion in plate-beam-to-column joint device 11
Position inner side coincide with 4 rectangular section of pole unit, and outside and plate-column installation hole 7 of precast floor slab unit are coincide, and plate-beam column connects
The lower part backing plate of connection device 11 is placed on 5 top surface of beam element, and precast floor slab unit passes through plate-column for coincideing with 4 section of pole unit
Installation hole 7 is installed in place from 4 top of pole unit.Plate-beam-to-column joint device 11 is polymer damping material.
5. a kind of assembled architecture frame structure unit, including prefabricated middle three-dimensional beam-column unit 1 and/or side three-dimensional beam column list
Member 2 and/or angle three-dimensional beam-column unit 3, lotus rhizome beam element 10, precast floor slab unit, plate-beam-to-column joint device 11, corresponding beam list
Member 5 and the vertical muscle of lotus rhizome beam element 10 are connected with each other after-pouring concrete, plate-column connecting portion in plate-beam-to-column joint device 11
Position inner side coincide with 4 rectangular section of pole unit, and outside and plate-column installation hole 7 of precast floor slab unit are coincide, and plate-beam column connects
The lower part backing plate of connection device 11 is placed on 5 top surface of beam element, and precast floor slab unit passes through plate-column for coincideing with 4 section of pole unit
Installation hole 7 is installed in place from 4 top of pole unit.Each 5 top surface absolute altitude of beam element is identical, in order to connect with precast floor slab unit
Connect.
6. a kind of assembled architecture frame structure unit, including prefabricated middle three-dimensional beam-column unit 1 and/or side three-dimensional beam column list
Member 2 and/or angle three-dimensional beam-column unit 3, lotus rhizome beam element 10, precast floor slab unit, plate-beam-to-column joint device 11, corresponding beam list
Member 5 and the vertical muscle of lotus rhizome beam element 10 are connected with each other after-pouring concrete, plate-column connecting portion in plate-beam-to-column joint device 11
Position inner side coincide with 4 rectangular section of pole unit, and outside and plate-column installation hole 7 of precast floor slab unit are coincide, and plate-beam column connects
The lower part backing plate of connection device 11 is placed on 5 top surface of beam element, and precast floor slab unit passes through plate-column for coincideing with 4 section of pole unit
Installation hole 7 is installed in place from 4 top of pole unit.Plate-beam-to-column joint device 11 is elastomeric material.
7. connected between precast floor slab unit by assembled hole 9 and 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, lotus rhizome beam element, precast floor slab unit, plate-beam-to-column joint device, it is characterised in that：Corresponding beam list
Member and the vertical muscle of lotus rhizome beam element are connected with each other after-pouring concrete, on the inside of plate-column connecting portion in plate-beam-to-column joint device
It coincide with pole unit rectangular section, outside and plate-column installation hole of precast floor slab unit are coincide, plate-beam-to-column joint device
Lower part backing plate is placed on beam element top surface, and precast floor slab unit is installed in place by plate-column installation hole 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 and lotus
The vertical muscle of lotus root beam element 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 phase that material, the thickness of device lower part backing plate are connected with precast floor slab unit by plate-beam mounting hole and beam element embedded part
Together.
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 |
|---|---|---|---|
| CN201710968659.XA CN108005284A (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 |
|---|---|---|---|
| CN201710968659.XA CN108005284A (en) | 2017-10-18 | 2017-10-18 | A kind of assembled architecture frame structure unit |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108005284A true CN108005284A (en) | 2018-05-08 |
Family
ID=62051700
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710968659.XA Pending CN108005284A (en) | 2017-10-18 | 2017-10-18 | A kind of assembled architecture frame structure unit |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108005284A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110374205A (en) * | 2019-08-09 | 2019-10-25 | 昌大建筑科技有限公司 | A kind of concrete assembles the construction method of dry construction linked system entirely |
-
2017
- 2017-10-18 CN CN201710968659.XA patent/CN108005284A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110374205A (en) * | 2019-08-09 | 2019-10-25 | 昌大建筑科技有限公司 | A kind of concrete assembles the construction method of dry construction linked system entirely |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108005284A (en) | A kind of assembled architecture frame structure unit | |
| CN107938836A (en) | A kind of assembled architecture frame structure unit | |
| CN107989173A (en) | A kind of assembled architecture frame structure unit | |
| CN107795007A (en) | A kind of assembled architecture frame structure unit | |
| CN107795006A (en) | A kind of assembled architecture frame structure unit | |
| CN107916720A (en) | A kind of assembled architecture frame structure unit | |
| CN107989176A (en) | A kind of assembled three-dimensional beam-column unit prefabricated components | |
| CN107905365A (en) | A kind of assembled three-dimensional beam-column unit prefabricated components | |
| CN107795009A (en) | A kind of assembled architecture frame structure unit | |
| CN107795008A (en) | A kind of assembled architecture frame structure unit | |
| CN107975173A (en) | A kind of anti-dropout precast floor slab unit | |
| CN107905360A (en) | A kind of assembled three-dimensional beam-column unit prefabricated components | |
| CN107905366A (en) | A kind of assembled three-dimensional beam-column unit prefabricated components | |
| CN107975143A (en) | A kind of assembled three-dimensional beam-column unit prefabricated components | |
| CN107989179A (en) | A kind of assembled three-dimensional beam-column unit prefabricated components | |
| CN107975141A (en) | A kind of assembled three-dimensional beam-column unit prefabricated components | |
| CN107905419A (en) | A kind of assembled three-dimensional beam-column unit prefabricated components | |
| CN107905364A (en) | A kind of assembled three-dimensional beam-column unit prefabricated components | |
| CN107989174A (en) | A kind of assembled three-dimensional beam-column unit prefabricated components | |
| CN107975142A (en) | A kind of assembled three-dimensional beam-column unit prefabricated components | |
| CN107905422A (en) | A kind of assembled three-dimensional beam-column unit prefabricated components | |
| CN107989178A (en) | A kind of assembled three-dimensional beam-column unit prefabricated components | |
| CN107975140A (en) | A kind of assembled three-dimensional beam-column unit prefabricated components | |
| CN107989175A (en) | A kind of assembled three-dimensional beam-column unit prefabricated components | |
| CN107905359A (en) | A kind of assembled three-dimensional beam-column unit prefabricated components |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20180508 |