CN107829514A - A kind of lotus rhizome beam element being connected with precast floor slab and three-dimensional beam-column unit - Google Patents
A kind of lotus rhizome beam element being connected with precast floor slab and three-dimensional beam-column unit Download PDFInfo
- Publication number
- CN107829514A CN107829514A CN201710972175.2A CN201710972175A CN107829514A CN 107829514 A CN107829514 A CN 107829514A CN 201710972175 A CN201710972175 A CN 201710972175A CN 107829514 A CN107829514 A CN 107829514A
- Authority
- CN
- China
- Prior art keywords
- floor slab
- lotus rhizome
- precast floor
- unit
- beam element
- 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
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/023—Separate connecting devices for prefabricated floor-slabs
-
- 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
-
- 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
- E04B1/1903—Connecting nodes specially adapted therefor
-
- 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
- E04B2001/199—Details of roofs, floors or walls supported by the framework
Landscapes
- 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 lotus rhizome beam element being connected with precast floor slab unit and three-dimensional beam-column unit, including lotus rhizome beam body, muscle material, built-in fitting, muscle material can be connected by sleeve with the beam element muscle material in three-dimensional beam-column unit, precast floor slab unit can be installed in place by then casting concrete, built-in fitting by the plate-girder mounting hole in precast floor slab unit, and lotus rhizome beam element is double lotus rhizome forms.
Description
Technical field
The present invention relates to a kind of assembled architecture component, specifically a kind of anti-dropout precast floor slab 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, completely by being poured after three-dimensional preformed beam-column unit component assembly, because component causes greatly very much transport difficult, installation difficulty is increased.
Therefore, in order to improve the prefabricated rate of assembled architecture, while component convenience in transport is ensured, design one kind and precast floor slab and three-dimensional
The lotus rhizome beam element of beam-column unit connection has turned into industry technical problem urgently to be resolved hurrily.
The content of the invention
It is an object of the invention to provide one kind construction rationally, it is easy for installation to connect with precast floor slab and three-dimensional beam-column unit
The lotus rhizome beam element connect, and anti-dropout floor panels are directly installed on assembled three-dimensional beam-column unit with mechanical connection manner
And on lotus rhizome beam element, the prefabricated rate of assembled architecture is drastically increased, while ensure the ability of providing fortification against earthquakes of brilliance.
To achieve these goals, the present invention proposes a kind of lotus rhizome being connected with precast floor slab unit and three-dimensional beam-column unit
Beam element, including lotus rhizome beam body, muscle material, built-in fitting, muscle material can pass through the beam element muscle in sleeve and three-dimensional beam-column unit
Material connects, then casting concrete, and built-in fitting can be by the plate in precast floor slab unit-beam mounting hole by precast floor slab unit
It is installed in place, lotus rhizome beam element is double lotus rhizome forms.
Had using the lotus rhizome beam element being connected with precast floor slab and three-dimensional beam-column unit of technical solution of the present invention as follows
Feature：Lotus rhizome beam body is precast concrete；Built-in fitting sets precast floor slab unit pad before precast floor slab is installed；Plate-
Beam column connection part base material construction is identical with the precast floor slab unit pad on lotus rhizome beam element top surface built-in fitting；Precast floor slab
Unit pad is polymer damping material.
Preferably, lotus rhizome beam element is not directly connected to pole unit.
Preferably, lotus rhizome beam body top surface and/or bottom surface do not have the muscle material of exposed delay-pour joint.
Preferably, precast floor slab unit gasket material is configured to：Rubber-steel-rubber.
Preferably, lotus rhizome beam element rectangular cross-section.
Preferably, lotus rhizome beam element section is T-shaped.
Preferably, precast floor slab unit pad is elastomeric material.
Preferably, sleeve connection mode is injecting glue sleeve connection.
The present invention obtains following technique effect, can not only realize work of the assembling precast floor slab unit in mechanical erection
Prevent from coming off under condition, and stress concentration is prevented between precast floor slab unit and three-dimensional beam-column unit, realize isolation property, it is real
Now reduce seismic force, control building maximum horizontal displacement and interlayer horizontal displacement under earthquake operating mode.Relative to pre- at present
The relatively low assembled architecture of rate processed, the present invention is by designing a kind of lotus rhizome beam list being connected with precast floor slab and three-dimensional beam-column unit
Member, assembled architecture development process is greatly promoted, improved the prefabricated rate of assembled architecture, provided for later stage installing engineering
Facility, save various related social resources.
Brief description of the drawings
Fig. 1 is lotus rhizome beam element list schematic diagram of the present invention；
Fig. 2 is three-dimensional beam-column unit prefabricated components schematic diagram；
Fig. 3 is precast floor slab cell schematics of the present invention；
Wherein, lotus rhizome beam body 1, muscle material 2, built-in fitting 3, precast floor slab unit 4, three-dimensional beam-column unit 5, pole unit 6, beam element
7, plate-beam mounting hole 8.
Embodiment
The present invention is further detailed explanation with reference to the accompanying drawings and detailed description：
1. a kind of lotus rhizome beam element being connected with precast floor slab unit 4 and three-dimensional beam-column unit 5, including lotus rhizome beam body 1, muscle material
2, built-in fitting 3, muscle material 2 can be connected by sleeve with the muscle material of beam element 7 in three-dimensional beam-column unit 5, then casting concrete,
Precast floor slab unit 4 can be installed in place by built-in fitting 3 by the plate in precast floor slab unit 4-beam mounting hole 8, lotus rhizome beam list
Member is double lotus rhizome forms（As shown in Figure 1, Figure 2, Fig. 3）.Lotus rhizome beam body 1 is precast concrete.
2. a kind of lotus rhizome beam element being connected with precast floor slab unit 4 and three-dimensional beam-column unit 5, including lotus rhizome beam body 1,
Muscle material 2, built-in fitting 3, muscle material 2 can be connected with the muscle material of beam element 7 in three-dimensional beam-column unit 5 by sleeve, then poured mixed
Precast floor slab unit 4 can be installed in place by solidifying soil, built-in fitting 3 by the plate in precast floor slab unit 4-beam mounting hole 8, lotus rhizome
Beam element is double lotus rhizome forms（As shown in Figure 1, Figure 2, Fig. 3）.Built-in fitting sets precast floor slab unit pad before precast floor slab is installed
Piece.
3. a kind of lotus rhizome beam element being connected with precast floor slab unit 4 and three-dimensional beam-column unit 5, including lotus rhizome beam body 1,
Muscle material 2, built-in fitting 3, muscle material 2 can be connected with the muscle material of beam element 7 in three-dimensional beam-column unit 5 by sleeve, then poured mixed
Precast floor slab unit 4 can be installed in place by solidifying soil, built-in fitting 3 by the plate in precast floor slab unit 4-beam mounting hole 8, lotus rhizome
Beam element is double lotus rhizome forms（As shown in Figure 1, Figure 2, Fig. 3）.Plate-beam column connection part base material construction and the top surface of lotus rhizome beam element 1
The pad of precast floor slab unit 4 on built-in fitting is identical.The pad of precast floor slab unit 4 is polymer damping material.
4. a kind of lotus rhizome beam element being connected with precast floor slab unit 4 and three-dimensional beam-column unit 5, including lotus rhizome beam body 1,
Muscle material 2, built-in fitting 3, muscle material 2 can be connected with the muscle material of beam element 7 in three-dimensional beam-column unit 5 by sleeve, then poured mixed
Precast floor slab unit 4 can be installed in place by solidifying soil, built-in fitting 3 by the plate in precast floor slab unit 4-beam mounting hole 8, lotus rhizome
Beam element is double lotus rhizome forms（As shown in Figure 1, Figure 2, Fig. 3）.The gasket material of precast floor slab unit 4 is configured to：Rubber-steel-rubber
Glue.
5. a kind of lotus rhizome beam element being connected with precast floor slab unit 4 and three-dimensional beam-column unit 5, including lotus rhizome beam body 1,
Muscle material 2, built-in fitting 3, muscle material 2 can be connected with the muscle material of beam element 7 in three-dimensional beam-column unit 5 by sleeve, then poured mixed
Precast floor slab unit 4 can be installed in place by solidifying soil, built-in fitting 3 by the plate in precast floor slab unit 4-beam mounting hole 8, lotus rhizome
Beam element is double lotus rhizome forms（As shown in Figure 1, Figure 2, Fig. 3）.Lotus rhizome beam element is not directly connected to pole unit 6.
6. a kind of lotus rhizome beam element being connected with precast floor slab unit 4 and three-dimensional beam-column unit 5, including lotus rhizome beam body 1,
Muscle material 2, built-in fitting 3, muscle material 2 can be connected with the muscle material of beam element 7 in three-dimensional beam-column unit 5 by sleeve, then poured mixed
8 precast floor slab units 4 can be installed in place by solidifying soil, built-in fitting 3 by the plate in precast floor slab unit 4-beam mounting hole, lotus rhizome
Beam element is double lotus rhizome forms（As shown in Figure 1, Figure 2, Fig. 3）.The top surface of lotus rhizome beam body 1 does not have the muscle material of exposed delay-pour joint.
Above-described is only the preferred embodiment of the present invention, and the general knowledge such as known concrete structure and characteristic exists in scheme
This is not described excessively.It should be pointed out that for those skilled in the art, without departing from the structure of the invention,
Several modifications and improvements can also be made, these should also be considered as protection scope of the present invention, and these are of the invention all without influenceing
The effect and practical applicability of implementation.
Claims (10)
1. a kind of lotus rhizome beam element being connected with precast floor slab unit and three-dimensional beam-column unit, including lotus rhizome beam body, muscle material, in advance
Embedded part, it is characterised in that：Muscle material can be connected by sleeve with the beam element muscle material in three-dimensional beam-column unit, then pour coagulation
Precast floor slab unit can be installed in place by soil, built-in fitting by the plate in precast floor slab unit-beam mounting hole, lotus rhizome beam element
For double lotus rhizome forms.
2. a kind of lotus rhizome beam element being connected with precast floor slab unit and three-dimensional beam-column unit according to claim 1, its
It is characterised by：Lotus rhizome beam body is precast concrete.
3. the lotus rhizome beam element that a kind of and precast floor slab unit and three-dimensional beam-column unit according to claim 1-2 are connected,
It is characterized in that：Lotus rhizome beam body top surface and/or bottom surface do not have the muscle material of exposed delay-pour joint.
4. a kind of lotus rhizome beam element being connected with precast floor slab unit and three-dimensional beam-column unit according to claim 1, its
It is characterised by：Built-in fitting sets precast floor slab unit pad before precast floor slab is installed.
5. the lotus rhizome beam element that a kind of and precast floor slab unit and three-dimensional beam-column unit according to claim 1-4 are connected,
It is characterized in that：Plate-beam column connection part base material construction and the precast floor slab unit pad on lotus rhizome beam element top surface built-in fitting
Piece is identical.
6. a kind of lotus rhizome beam element being connected with precast floor slab unit and three-dimensional beam-column unit according to claim 1, its
It is characterised by：Precast floor slab unit pad is polymer damping material.
7. a kind of lotus rhizome beam element being connected with precast floor slab unit and three-dimensional beam-column unit according to claim 1, its
It is characterised by：Lotus rhizome beam element is not directly connected to pole unit.
8. a kind of lotus rhizome beam element being connected with precast floor slab unit and three-dimensional beam-column unit according to claim 1, its
It is characterised by：Lotus rhizome beam element rectangular cross-section.
9. a kind of lotus rhizome beam element being connected with precast floor slab unit and three-dimensional beam-column unit according to claim 1, its
It is characterised by：Sleeve connection mode is injecting glue sleeve connection.
10. a kind of lotus rhizome beam element being connected with precast floor slab unit and three-dimensional beam-column unit according to claim 1, its
It is characterised by：Precast floor slab unit gasket material is configured to：Rubber-steel-rubber.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710972175.2A CN107829514A (en) | 2017-10-18 | 2017-10-18 | A kind of lotus rhizome beam element being connected with precast floor slab and three-dimensional beam-column unit |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710972175.2A CN107829514A (en) | 2017-10-18 | 2017-10-18 | A kind of lotus rhizome beam element being connected with precast floor slab and three-dimensional beam-column unit |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107829514A true CN107829514A (en) | 2018-03-23 |
Family
ID=61648443
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710972175.2A Pending CN107829514A (en) | 2017-10-18 | 2017-10-18 | A kind of lotus rhizome beam element being connected with precast floor slab and three-dimensional beam-column unit |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107829514A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN204435564U (en) * | 2015-01-16 | 2015-07-01 | 青岛建安建设集团有限公司 | Prefabricated assembled frame construction New Types of Beam column Connections |
| CN205444456U (en) * | 2016-03-22 | 2016-08-10 | 沈阳建筑大学 | Precast concrete lotus root roof beam rebar positioning board |
| CN206328864U (en) * | 2016-11-30 | 2017-07-14 | 上海建工二建集团有限公司 | Assembled beam-column node structure |
| CN107130684A (en) * | 2017-05-26 | 2017-09-05 | 北京北玻硅巢技术有限公司 | A kind of fabricated structure and its construction method |
| CN206562668U (en) * | 2017-03-02 | 2017-10-17 | 广州大学 | A kind of fabricated building structure |
-
2017
- 2017-10-18 CN CN201710972175.2A patent/CN107829514A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN204435564U (en) * | 2015-01-16 | 2015-07-01 | 青岛建安建设集团有限公司 | Prefabricated assembled frame construction New Types of Beam column Connections |
| CN205444456U (en) * | 2016-03-22 | 2016-08-10 | 沈阳建筑大学 | Precast concrete lotus root roof beam rebar positioning board |
| CN206328864U (en) * | 2016-11-30 | 2017-07-14 | 上海建工二建集团有限公司 | Assembled beam-column node structure |
| CN206562668U (en) * | 2017-03-02 | 2017-10-17 | 广州大学 | A kind of fabricated building structure |
| CN107130684A (en) * | 2017-05-26 | 2017-09-05 | 北京北玻硅巢技术有限公司 | A kind of fabricated structure and its construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107829514A (en) | A kind of lotus rhizome beam element being connected with precast floor slab and three-dimensional beam-column unit | |
| CN108018974A (en) | A kind of lotus rhizome beam element being connected with precast floor slab and three-dimensional beam-column unit | |
| CN107916736A (en) | A kind of lotus rhizome beam element being connected with precast floor slab and three-dimensional beam-column unit | |
| CN208023806U (en) | A kind of lotus rhizome beam element being connect with precast floor slab unit and three-dimensional beam-column unit | |
| CN107916721A (en) | A kind of lotus rhizome beam element being connected with precast floor slab and three-dimensional beam-column unit | |
| CN107975173A (en) | A kind of anti-dropout precast floor slab unit | |
| CN107938836A (en) | A kind of assembled architecture frame structure unit | |
| CN108005284A (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 | |
| CN107842140A (en) | A kind of anti-dropout precast floor slab unit | |
| CN107795054A (en) | A kind of anti-dropout precast floor slab unit | |
| CN107740523A (en) | A kind of anti-dropout precast floor slab unit | |
| CN107893493A (en) | A kind of anti-dropout precast floor slab unit | |
| CN107795051A (en) | A kind of anti-dropout precast floor slab unit | |
| CN107795052A (en) | A kind of anti-dropout precast floor slab unit | |
| CN107795008A (en) | A kind of assembled architecture frame structure unit | |
| CN107795050A (en) | A kind of anti-dropout precast floor slab unit | |
| CN107795053A (en) | A kind of anti-dropout precast floor slab unit | |
| CN107956263A (en) | A kind of anti-dropout precast floor slab unit | |
| CN107975141A (en) | A kind of assembled three-dimensional beam-column unit prefabricated components | |
| CN107905360A (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 | |
| CN107975140A (en) | A kind of assembled three-dimensional beam-column unit prefabricated components | |
| CN107916720A (en) | A kind of assembled architecture frame structure unit |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180323 |
|
| RJ01 | Rejection of invention patent application after publication |