CN107842106A - Assembled beam, wall panel assembly - Google Patents
Assembled beam, wall panel assembly Download PDFInfo
- Publication number
- CN107842106A CN107842106A CN201711156799.3A CN201711156799A CN107842106A CN 107842106 A CN107842106 A CN 107842106A CN 201711156799 A CN201711156799 A CN 201711156799A CN 107842106 A CN107842106 A CN 107842106A
- Authority
- CN
- China
- Prior art keywords
- main body
- panel assembly
- wall panel
- wallboard
- vertical muscle
- 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
- 210000003205 muscle Anatomy 0.000 claims abstract description 34
- 229920001971 elastomer Polymers 0.000 claims description 10
- 239000000806 elastomer Substances 0.000 claims description 10
- 238000004873 anchoring Methods 0.000 claims description 5
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 238000010276 construction Methods 0.000 abstract description 4
- 210000003195 fascia Anatomy 0.000 abstract description 2
- 230000002262 irrigation Effects 0.000 abstract 1
- 238000003973 irrigation Methods 0.000 abstract 1
- 238000009434 installation Methods 0.000 description 5
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000008267 milk Substances 0.000 description 1
- 210000004080 milk Anatomy 0.000 description 1
- 235000013336 milk Nutrition 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
- E04B1/043—Connections 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
- E04B1/20—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
- E04B1/21—Connections 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
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
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)
Abstract
The invention discloses a kind of assembled beam, wall panel assembly, the fabricated construction wallboard anti-seismic performance is good and Side fascia breaking resistance improves joist support load wallboard, and it is wall to realize by beam as supporting member, its drip irrigation device；Described wall includes upper and lower end；Beam main body, described beam main body are connected with upper end, and described beam main body is provided with the joint face being used for for bottom connection；Vertical muscle, described vertical muscle one end is fixedly connected with upper end and the other end forms protuberance through beam main body, and described protuberance is fixedly connected with bottom；Elastic parts, described elastic parts includes cushion, described cushion is between upper end and beam main body and between bottom and beam main body, the active force of wallboard is acted directly on beam above beam, it can't act on the wallboard below beam, i.e. wallboard is not only avoided that wallboard outer surface stress, and have good anti-seismic performance not by the power in additional components.
Description
Technical field
The present invention relates to assembled beam, wall panel assembly.
Background technology
In the case where national policy is supported to promote, prefabricated construction is by as the main trend of future architecture.And precast beam,
Plate node processing is a part for fabricated construction wallboard.Traditional beam, plate node be beam together with the reinforcing bar colligation of plate, use
Concrete one-piece casting, wallboard is set to be linked to be entirety with beam.Traditional way has the disadvantage that：Because beam and plate are integral cast-in-situs
, in beam stress, power is directly transmitted to plate by beam, wallboard stress, the problems such as easily triggering wall crazing, and can trigger wall by
Force deformation, poor seismic behavior.
The content of the invention
The technical problem to be solved in the present invention is to provide a kind of assembled beam, wall panel assembly, and the fabricated construction wallboard resists
Shock stability is good and Side fascia breaking resistance improves joist support load wallboard, realizes by beam as supporting member.
The technical solution of the present invention is to provide a kind of assembled beam, wall panel assembly with following structure, including：
Wall；Described wall includes upper and lower end；
Beam main body, described beam main body are connected with upper end, and described beam main body is provided with the joint face being used for for bottom connection；
Vertical muscle, described vertical muscle one end is fixedly connected with upper end and the other end forms protuberance through beam main body, and described is prominent
Go out portion to be fixedly connected with bottom；
Elastic parts, described elastic parts include cushion, described cushion between upper end and beam main body and
Between bottom and beam main body.
Preferably, described bottom is located at built-in fitting, and described built-in fitting is provided with the through hole being slidably matched with vertical muscle.
Preferably, described built-in fitting is provided with the cavity connected with through hole, and described elastic parts also includes being arranged at sky
The elastomer of intracavitary, described elastomer contradict with vertical muscle.
Preferably, described vertical muscle is threaded with the anchoring termination being slidably connected with cavity, and described cavity includes chamber
Main body and the lid with cavity main body screw thread.
Preferably, sleeve is provided with described upper end, described sleeve is fixedly connected with protuberance.
Preferably, described sleeve is provided with grouting mouth, and described upper end is provided with the grouting through hole connected with grouting mouth.
Preferably, described upper end is provided with the tie point for being used for fixing reinforcing plate with beam main body.
Preferably, it is provided with lifting part in described beam main body.
After above structure, assembled beam of the invention, wall panel assembly, compared with prior art, there is advantages below：
Beam, wallboard are connected by vertical muscle, and positioned by vertical muscle, especially one end be fixedly connected with wallboard lower end, energy
Good position limiting structure is formed, and carries out coordinating realization to carry out elastic force balance by internal structure by vertical muscle and elastic parts, by
A certain degree of displacement can be carried out between the power back rest and wallboard, i.e., the active force of wallboard is acted directly on beam above beam, not
It can act on the wallboard below beam, i.e., wallboard is not only avoided that wallboard outer surface stress, and have not by the power in additional components
There is good anti-seismic performance.
Brief description of the drawings
Fig. 1 is the structural representation of the prefabricated member of the present invention.
Fig. 2 is the partial internal structure schematic diagram of the prefabricated member of the present invention.
Fig. 3 is the partial cross structural representation of the prefabricated member of the present invention.
Fig. 4 is the exploded perspective view of the built-in fitting of the present invention.
Shown in figure：1st, wall；11st, upper end；12nd, bottom；2nd, beam main body；3rd, muscle is indulged；31st, protuberance；4th, it is elastic
Pad；5th, built-in fitting；51st, through hole；52nd, cavity；6th, elastomer；7th, termination is anchored；8th, sleeve；9th, tie point.
Embodiment
The invention will be further described with specific embodiment below in conjunction with the accompanying drawings.
Refer to shown in Fig. 1, Fig. 2, Fig. 3 and Fig. 4, assembled beam of the invention, wall panel assembly, including：
Wall 1；Described wall 1 includes upper end 11 and bottom 12；
Beam main body 2, described beam main body 2 are connected with upper end 11, and described beam main body 2, which is provided with, is used for what is connected for bottom 12
Joint face；
Vertical muscle 3, described one end of vertical muscle 3 is fixedly connected with upper end 11 and the other end forms protuberance 31, institute through beam main body 2
The protuberance 31 stated is fixedly connected with bottom 12；
Elastic parts, described elastic parts include cushion 4, and described cushion 4 is between upper end 11 and beam main body 2
And between bottom 12 and beam main body 2.
Beam, wallboard are connected by vertical muscle 3, and positioned by vertical muscle 3, especially one end consolidate with wallboard lower end
Fixed connection, good position limiting structure can be formed, and carry out coordinating realization to carry out bullet by internal structure by vertical muscle 3 and elastic parts
Property stress, a certain degree of displacement can be carried out between the stress back rest and wallboard, i.e., the active force of wallboard acts directly on above beam
Liang Shang, it can't act on the wallboard below beam, i.e., wallboard is not only avoided that wallboard outer surface not by the power in additional components
Stress, and there is good anti-seismic performance.
Described bottom 12 is provided with built-in fitting 5, and described built-in fitting 5 is provided with the through hole 51 being slidably matched with vertical muscle 3, leads to
Cross built-in fitting 5 and realize a complete interference-free sliding space, and due to being slidably connected, radially spacing structure can be formed,
Ensure vertical positioning of the muscle 3 to wainscot sheathing on beam, pass through the installation of vertical direction.Installation is that vertical muscle 3 first is arranged on into the upper end of wall 1
In the built-in fitting 5 in portion 11, then poured into a mould and fixed built-in fitting 5, the vertical one end protrusion of muscle 3 is outer in upper end 11 and runs through beam main body
2, an assembled beam, wall panel assembly internal element are formed, when multiple units are installed, by protuberance 31 on vertical muscle 3 with
The installation that multiple units can be achieved is fixed in sleeve 8 in end 12, passes through grouting mouth, the upper semi-body on sleeve 8 afterwards
The interior grouting through hole 51 connected with grouting mouth is in the milk, and the part that vertical muscle 3 is protruded outside lower semi-body is fixed on into sleeve 8
It is interior, realize the fixation of multiple units.
Described built-in fitting 5 is provided with the cavity 52 connected with through hole 51, and described elastomer 6 is arranged in cavity 52, institute
The elastomer 6 stated is contradicted with vertical muscle 3, and elastomer 6 is moved and sets for vertical muscle 3 by cavity 52, due to elastomer 6 directly with
Vertical muscle 3 is fixed, first that the position progress of the vertical vertical direction of muscle 3 is spacing, facilitates subsequent installation, and support and indulge by elastomer 6
Muscle 3, can form preferable elastic support structure, and described vertical muscle 3 is threaded with the anchoring termination being slidably connected with cavity 52
7, described anchoring termination 7 and the axial limiting of through hole 51 can greatly increase overall axial strength, and described cavity 52 includes chamber
Main body and the lid with cavity main body screw thread, convenient to set elastomer 6, anchoring termination 7 is threadedly coupled with vertical muscle 3, easy for installation.
Lifting part is provided with described beam main body 2, convenient lifting, described upper end 11 and beam main body 2 are solid provided with being used for
Determine the tie point 9 of reinforcing plate, i.e., first in the reinforcing plate such as beam main body 2 and wallboard junction welding steel when lifting, strengthen
Structural strength, dismantled after the completion of lifting, reduce the damage rate in hoisting process.Described inside is provided with heat-insulation layer, compound
Structure can increase heat-insulating property.
Described above is only the preferred embodiment of the present invention, and protection scope of the present invention is not limited merely to above-mentioned implementation
Example, all technical schemes belonged under thinking of the present invention belong to protection scope of the present invention.It should be pointed out that for the art
Those of ordinary skill for, some improvements and modifications without departing from the principles of the present invention, these improvements and modifications
It should be regarded as protection scope of the present invention.
Claims (8)
1. a kind of assembled beam, wall panel assembly, including：
Wall（1）；Described wall（1）Including upper end（11）And bottom（12）；
Beam main body（2）, described beam main body（2）With upper end（11）Connection, described beam main body（2）Provided with for for bottom
（12）The joint face of connection；
Vertical muscle（3）, described vertical muscle one end and upper end（11）It is fixedly connected and the other end passes through beam main body（2）Form protuberance
（31）, described protuberance（31）With bottom（12）It is fixedly connected；
Elastic parts, described elastic parts include cushion（4）, described cushion（4）Positioned at upper end（11）With beam master
Body（2）Between and bottom（12）With beam main body（2）Between.
2. assembled beam according to claim 1, wall panel assembly, it is characterised in that：Described bottom（12）Located at pre-
Embedded part（5）, described built-in fitting（5）Provided with vertical muscle（3）The through hole being slidably matched（51）.
3. assembled beam according to claim 2, wall panel assembly, it is characterised in that：Described built-in fitting（5）Provided with leading to
Hole（51）The cavity of connection（52）, described elastic parts is also including being arranged at cavity（52）Interior elastomer（6）, described bullet
Property body（6）With vertical muscle（3）Contradict.
4. assembled beam according to claim 3, wall panel assembly, it is characterised in that：Described vertical muscle（3）It is threaded with
The anchoring termination being slidably connected with cavity（7）, described cavity（52）Lid including cavity main body and with cavity main body screw thread.
5. assembled beam according to claim 1, wall panel assembly, it is characterised in that：Described upper end（11）Inside it is provided with
Sleeve（8）, described sleeve（8）With protuberance（31）It is fixedly connected.
6. assembled beam according to claim 5, wall panel assembly, it is characterised in that：Described sleeve（8）Provided with grouting
Mouthful, described upper end（11）Provided with the grouting through hole connected with grouting mouth.
7. assembled beam according to claim 1, wall panel assembly, it is characterised in that：Described upper end（11）With beam master
Body（2）Provided with the tie point for fixing reinforcing plate（9）.
8. assembled beam according to claim 1, wall panel assembly, it is characterised in that：Described beam main body（2）Interior be provided with is hung
Piece installing.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2017105265500 | 2017-06-30 | ||
| CN201710526550 | 2017-06-30 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107842106A true CN107842106A (en) | 2018-03-27 |
Family
ID=61679066
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711156799.3A Pending CN107842106A (en) | 2017-06-30 | 2017-11-20 | Assembled beam, wall panel assembly |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107842106A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2216550Y (en) * | 1994-02-05 | 1996-01-03 | 邱圣瑜 | Earthquake resisting external wall-panel with elastic connection system |
| JP2000120166A (en) * | 1998-10-16 | 2000-04-25 | Mitsui Constr Co Ltd | Precast concrete column and joint construction of precast concrete column and beam |
| CN203546917U (en) * | 2013-10-08 | 2014-04-16 | 黄昆 | Cushioning, energy dissipation and anti-seismic building connecting structure |
| CN104895253A (en) * | 2015-04-20 | 2015-09-09 | 北京工业大学 | Damping steel bar connector |
| US20160017591A1 (en) * | 2014-07-17 | 2016-01-21 | Takaaki Miyasaka | Concrete-structure connecting assembly |
| CN205776881U (en) * | 2016-05-31 | 2016-12-07 | 中民筑友科技投资有限公司 | Node installed by a kind of Side fascia |
| CN106836519A (en) * | 2017-04-06 | 2017-06-13 | 上海宝岳住宅工业有限公司 | A kind of waterproof construction and installation method of prefabricated sandwich heat preservation wallboard |
-
2017
- 2017-11-20 CN CN201711156799.3A patent/CN107842106A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2216550Y (en) * | 1994-02-05 | 1996-01-03 | 邱圣瑜 | Earthquake resisting external wall-panel with elastic connection system |
| JP2000120166A (en) * | 1998-10-16 | 2000-04-25 | Mitsui Constr Co Ltd | Precast concrete column and joint construction of precast concrete column and beam |
| CN203546917U (en) * | 2013-10-08 | 2014-04-16 | 黄昆 | Cushioning, energy dissipation and anti-seismic building connecting structure |
| US20160017591A1 (en) * | 2014-07-17 | 2016-01-21 | Takaaki Miyasaka | Concrete-structure connecting assembly |
| CN104895253A (en) * | 2015-04-20 | 2015-09-09 | 北京工业大学 | Damping steel bar connector |
| CN205776881U (en) * | 2016-05-31 | 2016-12-07 | 中民筑友科技投资有限公司 | Node installed by a kind of Side fascia |
| CN106836519A (en) * | 2017-04-06 | 2017-06-13 | 上海宝岳住宅工业有限公司 | A kind of waterproof construction and installation method of prefabricated sandwich heat preservation wallboard |
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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: 20180327 |
|
| RJ01 | Rejection of invention patent application after publication |