CN107795006A - A kind of assembled architecture frame structure unit - Google Patents
A kind of assembled architecture frame structure unit Download PDFInfo
- Publication number
- CN107795006A CN107795006A CN201710968660.2A CN201710968660A CN107795006A CN 107795006 A CN107795006 A CN 107795006A CN 201710968660 A CN201710968660 A CN 201710968660A CN 107795006 A CN107795006 A CN 107795006A
- Authority
- CN
- China
- Prior art keywords
- plate
- unit
- frame structure
- column
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (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 post attachment means, the vertical muscle of corresponding beam element and lotus rhizome beam element is connected with each other after-pouring concrete, it is coincide on the inside of slab column connection position in plate-girder post attachment means with pole unit square section, outside and the sheet-pile installation hole of precast floor slab unit coincide, the bottom backing plate of plate-girder post attachment means is placed on beam element top surface, precast floor slab unit is installed hole by sheet-pile and is installed in place 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, post 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 of the assembled architecture frame structure unit mainly used both at home and abroad now mainly combines in beam column
Position, by the position of joints cast in situs that stress is complicated, the reliability of node is caused 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 post attachment means, corresponding beam element and lotus rhizome beam element is connected with each other after-pouring concrete, in plate-beam-to-column joint device
Plate-post connecting portion on the inside of coincide with pole unit square section, outside and plate-post installation hole of precast floor slab unit are kissed
Close, the bottom backing plate of plate-beam-to-column joint device is placed on beam element top surface, precast floor slab unit by plate-post install 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 bottom backing plate by plate-
Beam mounting hole is identical with the built-in fitting of the beam element and/or lotus rhizome beam element pad 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 isolation property is realized between the prefabricated floor panels of anti-dropout and three-dimensional beam-column unit prefabricated components, realize and reduce
Seismic force, control 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 is that precast floor slab unit of the present invention arranges schematic diagram；
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-post 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 is further detailed explanation with reference to the accompanying drawings and detailed description：
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-post connecting portion in plate-beam-to-column joint device 11
Side coincide with the square section of pole unit 4, and outside and plate-post installation hole 7 of precast floor slab unit coincide, plate-beam-to-column joint
The bottom backing plate of device 11 is placed on the top surface of beam element 5, and precast floor slab unit is pacified by the plate-post being coincide with the section of pole unit 4
Dress hole 7 is installed in place from the top of pole unit 4（Such as Fig. 1,2,3）.The vertical muscle of corresponding beam element 5 and lotus rhizome beam element 10 is mutually used
Sleeve 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-post connecting portion in plate-beam-to-column joint device 11
Position inner side coincide with the square section of pole unit 4, and outside and plate-post installation hole 7 of precast floor slab unit coincide, plate-beam column
The bottom backing plate of attachment means 11 is placed on the top surface of beam element 5, precast floor slab unit by the plate that is coincide with the section of pole unit 4-
Post installation hole 7 is installed in place from the top of pole unit 4.Precast floor slab unit is connected peace by plate-beam mounting hole 8 with built-in fitting 6
Dress.
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-post connecting portion in plate-beam-to-column joint device 11
Position inner side coincide with the square section of pole unit 4, and outside and plate-post installation hole 7 of precast floor slab unit coincide, plate-beam column
The bottom backing plate of attachment means 11 is placed on the top surface of beam element 5, precast floor slab unit by the plate that is coincide with the section of pole unit 4-
Post installation hole 7 is installed in place from the top of pole unit 4.The top surface absolute altitude of beam element 5 is less than floor apart from the top of concrete of pole unit 4
The 1/3 of clear height.
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-post connecting portion in plate-beam-to-column joint device 11
Position inner side coincide with the square section of pole unit 4, and outside and plate-post installation hole 7 of precast floor slab unit coincide, plate-beam column
The bottom backing plate of attachment means 11 is placed on the top surface of beam element 5, precast floor slab unit by the plate that is coincide with the section of pole unit 4-
Post installation hole 7 is installed in place from the top of pole unit 4.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-post connecting portion in plate-beam-to-column joint device 11
Position inner side coincide with the square section of pole unit 4, and outside and plate-post installation hole 7 of precast floor slab unit coincide, plate-beam column
The bottom backing plate of attachment means 11 is placed on the top surface of beam element 5, precast floor slab unit by the plate that is coincide with the section of pole unit 4-
Post installation hole 7 is installed in place from the top of pole unit 4.Each top surface absolute altitude of beam element 5 is identical, in order to precast floor slab unit
Connection.
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-post connecting portion in plate-beam-to-column joint device 11
Position inner side coincide with the square section of pole unit 4, and outside and plate-post installation hole 7 of precast floor slab unit coincide, plate-beam column
The bottom backing plate of attachment means 11 is placed on the top surface of beam element 5, precast floor slab unit by the plate that is coincide with the section of pole unit 4-
Post installation hole 7 is installed in place from the top of pole unit 4.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 means 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-post connecting portion in plate-beam-to-column joint device
It is coincide with pole unit square section, outside and plate-post installation hole of precast floor slab unit coincide, plate-beam-to-column joint device
Bottom backing plate be placed on beam element top surface, precast floor slab unit is installed hole by plate-post and is installed in place 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 pad phase that material, the thickness of device bottom 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 |
|---|---|---|---|
| CN201710968660.2A CN107795006A (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 |
|---|---|---|---|
| CN201710968660.2A CN107795006A (en) | 2017-10-18 | 2017-10-18 | A kind of assembled architecture frame structure unit |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107795006A true CN107795006A (en) | 2018-03-13 |
Family
ID=61534081
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710968660.2A Pending CN107795006A (en) | 2017-10-18 | 2017-10-18 | A kind of assembled architecture frame structure unit |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107795006A (en) |
-
2017
- 2017-10-18 CN CN201710968660.2A patent/CN107795006A/en active Pending
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| PB01 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20180313 |