CN107989174A - A kind of assembled three-dimensional beam-column unit prefabricated components - Google Patents
A kind of assembled three-dimensional beam-column unit prefabricated components Download PDFInfo
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- CN107989174A CN107989174A CN201710953688.9A CN201710953688A CN107989174A CN 107989174 A CN107989174 A CN 107989174A CN 201710953688 A CN201710953688 A CN 201710953688A CN 107989174 A CN107989174 A CN 107989174A
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- China
- Prior art keywords
- unit
- column
- assembled
- pole unit
- prefabricated components
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Classifications
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- 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
- E04B1/19—Three-dimensional framework structures
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention proposes a kind of assembled three-dimensional beam-column unit prefabricated components, including a pole unit, three beam elements, column section is rectangle, in the top for leaving pole unit and/or the position of bottom, beam element and pole unit are poured as entirety, have beam element muscle material be connected with other three-dimensional beam-column unit prefabricated components or lotus rhizome beam element in beam element, there is the pole unit muscle material being connected with other three-dimensional beam-column unit prefabricated components in pole unit.
Description
Technical field
The present invention relates to a kind of assembled architecture component, specifically a kind of prefabricated structure of assembled three-dimensional beam-column unit
Part.
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 forms entirety with pouring concrete behind scene, strength cement-based grouting material, 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 connection center of assembled beam-column unit to be used is led both at home and abroad now mainly in beam column binding site, stress is complicated
Position of joints cast in situs, cause the reliability of node to decline.
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
The assembled three-dimensional beam-column unit prefabricated components that mechanical connection manner is mounted directly, drastically increase the prefabricated of assembled architecture
Rate.
To achieve these goals, the present invention proposes a kind of assembled three-dimensional beam-column unit prefabricated components, including a column
Unit, three beam elements, column section is rectangle, in the top for leaving pole unit and/or the position of bottom, beam element and pole unit
Pour as entirety, there is the beam element muscle being connected with other three-dimensional beam-column unit prefabricated components or lotus rhizome beam element in beam element
Material, there is the pole unit muscle material being connected with other three-dimensional beam-column unit prefabricated components in pole unit.
There is following feature using the assembled three-dimensional beam-column unit prefabricated components of technical solution of the present invention：The steel of beam element
Muscle is elongated arrangement, or is anchored in pole unit；Each beam element top surface absolute altitude is identical, in order to connect with precast floor slab unit
Connect；Angle is right angle either acute angle or obtuse angle between each beam element；Angle between each beam element and pole unit is straight
Angle or acute angle.
Preferably, beam element is two either three or four.
Preferably, by setting the plate-column mounting hole coincideing with pole unit cross sectional shape on precast floor slab unit
Hole, precast floor slab unit is mounted directly by the upper end of pole unit.
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, beam element top surface is provided with the built-in fitting connected between precast floor slab unit.
Preferably, beam element is connected the position of precast floor slab unit with pole unit and is provided with plate-beam column connection part.
Preferably, the connector that beam element is connected the position of precast floor slab unit with pole unit is macromolecule damping
Material.
Preferably, sleeve can be pre-installed to the pole unit muscle material of pole unit upper end.
Preferably, pole unit section can be square or rectangle or abnormity or circle.
Preferably, the end face of beam element is plane.
Preferably, beam element rectangular cross-section.
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 assembling by designing a kind of three-dimensional assembled beam-column unit prefabricated components
Formula architectural development process, improves the prefabricated rate of assembled architecture, provides convenience for later stage installing engineering, saves various correlations
Social resources.
Brief description of the drawings
Fig. 1 is the three-dimensional beam-column unit prefabricated components schematic three dimensional views of the present invention；
Fig. 2 is precast floor slab cell schematics of the present invention；
Fig. 3 is the three-dimensional beam-column unit prefabricated components of the present invention and plate-beam column connection part schematic diagram；
Wherein, pole unit 1, beam element 2, pole unit muscle material 3, beam element muscle material 4, precast floor slab unit 5, plate-beam column connection part
6, plate-beam mounting hole 7, plate-column installation hole 8.
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 three-dimensional beam-column unit prefabricated components, including a pole unit 1, four beam elements 2；Leaving pole unit
1 top and/or the position of bottom, beam element 2 and pole unit 1 are poured as entirety, have the beam being connected with other components in beam element 2
Unit muscle material 4, has the pole unit muscle material 3 being connected with other components in pole unit 1.Adjacent beam element 2 is mutually perpendicular to, top surface absolute altitude
Identical, pole unit 1 is vertical with 2 place plane of beam element.
2. a kind of assembled three-dimensional beam-column unit prefabricated components, including a pole unit 1, three beam elements 2；Leaving column
1 top of unit and/or the position of bottom, beam element 2 and pole unit 1 are poured as entirety, are had in beam element 2 and are connected with other components
Beam element muscle material 4, have the pole unit muscle material 3 being connected with other components in pole unit 1.Adjacent beam element 2 is mutually perpendicular to, top surface
Absolute altitude is identical, and pole unit 1 is vertical with 2 place plane of beam element.
3. a kind of assembled three-dimensional beam-column unit prefabricated components, including a pole unit 1, two beam elements 2；Leaving column
1 top of unit and/or the position of bottom, beam element 2 and pole unit 1 are poured as entirety, are had in beam element 2 and are connected with other components
Beam element muscle material 4, have the pole unit muscle material 3 being connected with other components in pole unit.Two of which beam element 2 is mutually perpendicular to,
Top surface absolute altitude is identical, and pole unit 1 is vertical with two 2 place planes of beam element.
4. a kind of assembled three-dimensional beam-column unit prefabricated components, including a pole unit 1, at least two beam elements 2；From
The position of pole unit top and/or bottom is opened, there is the beam element muscle material 4 being connected with other components in beam element 2, in pole unit 1
There is the pole unit muscle material 3 being connected with other components.2 top surface absolute altitude of beam element is less than floor clear height apart from pole unit top of concrete
1/3, precast floor slab unit 5 is installed in place by plate-column installation hole 8 from the upper end of pole unit 1.
5. a kind of assembled three-dimensional beam-column unit prefabricated components, including a pole unit 1, at least two beam elements 2；From
The position of 1 top of pole unit and/or bottom is opened, there is the beam element muscle material 4 being connected with other components in beam element 2, in pole unit
There is the pole unit muscle material 3 being connected with other components.The position that beam element 2 is connected precast floor slab unit 5 with pole unit 1 is provided with
Plate-beam column connection part 6.
6. a kind of assembled three-dimensional beam-column unit prefabricated components, including a pole unit 1, at least two beam elements 2；From
Open the position of 1 top of pole unit and/or bottom, beam element 2 and pole unit 1 are poured as entirety, are had and other components in beam element 2
The beam element muscle material 4 of connection, has the pole unit muscle material 3 being connected with other components in pole unit 1.Beam element 2 is connected with pole unit 1
Plate-beam column connection part 6 of the position installation of precast floor slab unit 5 is polymer damping material connector.2 top surface of beam element is installed
There is the built-in fitting connected between precast floor slab unit 5.
The function that precast floor slab prevents from coming off is achieved by the following technical solution：It is reserved to be kissed with pole unit cross sectional shape
The hole of conjunction, precast floor slab unit 5 is mounted directly by the upper end of pole unit 1, and passes through plate-beam mounting hole 7 and beam list
The built-in fitting connection of first 2 top surfaces installation, by bolt, or other connection modes are fixed.
Claims (10)
1. a kind of assembled three-dimensional beam-column unit prefabricated components, including a pole unit, three beam elements, column section is rectangle,
It is characterized in that：In the top for leaving pole unit and/or the position of bottom, beam element is poured as entirety, beam element with pole unit
In have the beam element muscle material being connected with other components or lotus rhizome beam element, have the pole unit being connected with other components in pole unit
Muscle material.
A kind of 2. assembled three-dimensional beam-column unit prefabricated components according to claim 1, it is characterised in that：The reinforcing bar of beam element
It is elongated arrangement, or is anchored in pole unit.
A kind of 3. assembled three-dimensional beam-column unit prefabricated components according to claim 1 or claim 2, it is characterised in that：Each beam list
First top surface absolute altitude is identical.
A kind of 4. assembled three-dimensional beam-column unit prefabricated components according to claim 1, it is characterised in that：Each beam element it
Between angle be right angle either acute angle or obtuse angle.
A kind of 5. assembled three-dimensional beam-column unit prefabricated components according to claim 1-4, it is characterised in that：Each beam element
Angle between pole unit is right angle or acute angle.
A kind of 6. assembled three-dimensional beam-column unit prefabricated components according to claim 1, it is characterised in that：Casing can be advance
It is installed to the pole unit muscle material of pole unit upper end.
A kind of 7. assembled three-dimensional beam-column unit prefabricated components according to claim 1-6, it is characterised in that：Pass through prefabricated building
Plate-column the installation hole coincideing with pole unit cross sectional shape is set on Slab element, precast floor slab unit can be passed through pole unit
Upper end is mounted directly.
A kind of 8. assembled three-dimensional beam-column unit prefabricated components according to claim 6-7, it is characterised in that：Beam element top surface
Absolute altitude is less than the 1/3 of floor clear height apart from pole unit top of concrete.
A kind of 9. assembled three-dimensional beam-column unit prefabricated components according to claim 1, it is characterised in that：Beam element top surface is pacified
The built-in fitting connected between precast floor slab unit is housed.
A kind of 10. assembled three-dimensional beam-column unit prefabricated components according to claim 1, it is characterised in that：Beam element and column
The position of unit connection precast floor slab unit is provided with plate-beam column connection part.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710953688.9A CN107989174A (en) | 2017-10-13 | 2017-10-13 | A kind of assembled three-dimensional beam-column unit prefabricated components |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710953688.9A CN107989174A (en) | 2017-10-13 | 2017-10-13 | A kind of assembled three-dimensional beam-column unit prefabricated components |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107989174A true CN107989174A (en) | 2018-05-04 |
Family
ID=62029770
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710953688.9A Pending CN107989174A (en) | 2017-10-13 | 2017-10-13 | A kind of assembled three-dimensional beam-column unit prefabricated components |
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| CN (1) | CN107989174A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101294419A (en) * | 2007-04-27 | 2008-10-29 | 丁公权 | Novel method for quickly assembling low-cost energy-saving house with prefabricated pole, beam, plate |
| US20120304584A1 (en) * | 2011-05-30 | 2012-12-06 | National Taiwan University Of Science And Technology | Architectured reinforcement structure |
| CN104912190A (en) * | 2015-06-17 | 2015-09-16 | 淮海工学院 | Dry type joggle frame structure |
| CN105735464A (en) * | 2016-05-03 | 2016-07-06 | 福州大学 | Assembled combining structure and mounting method thereof |
| CN106223463A (en) * | 2016-08-30 | 2016-12-14 | 赵挺生 | A kind of prefabricated node and the prefabricated assembled frame structure of one and construction method thereof |
| CN206205192U (en) * | 2016-10-18 | 2017-05-31 | 河南科达东大国际工程有限公司 | A kind of precast floor slab building |
-
2017
- 2017-10-13 CN CN201710953688.9A patent/CN107989174A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101294419A (en) * | 2007-04-27 | 2008-10-29 | 丁公权 | Novel method for quickly assembling low-cost energy-saving house with prefabricated pole, beam, plate |
| US20120304584A1 (en) * | 2011-05-30 | 2012-12-06 | National Taiwan University Of Science And Technology | Architectured reinforcement structure |
| CN104912190A (en) * | 2015-06-17 | 2015-09-16 | 淮海工学院 | Dry type joggle frame structure |
| CN105735464A (en) * | 2016-05-03 | 2016-07-06 | 福州大学 | Assembled combining structure and mounting method thereof |
| CN106223463A (en) * | 2016-08-30 | 2016-12-14 | 赵挺生 | A kind of prefabricated node and the prefabricated assembled frame structure of one and construction method thereof |
| CN206205192U (en) * | 2016-10-18 | 2017-05-31 | 河南科达东大国际工程有限公司 | A kind of precast floor slab building |
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Application publication date: 20180504 |