CN205475830U - Installation node of wallboard connecting piece and wallboard - Google Patents
Installation node of wallboard connecting piece and wallboard Download PDFInfo
- Publication number
- CN205475830U CN205475830U CN201620097539.8U CN201620097539U CN205475830U CN 205475830 U CN205475830 U CN 205475830U CN 201620097539 U CN201620097539 U CN 201620097539U CN 205475830 U CN205475830 U CN 205475830U
- Authority
- CN
- China
- Prior art keywords
- wallboard
- anchoring piece
- beam column
- wall board
- steel beam
- 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.)
- Expired - Fee Related
Links
- 238000009434 installation Methods 0.000 title claims abstract description 10
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 69
- 239000010959 steel Substances 0.000 claims abstract description 69
- 229910001209 Low-carbon steel Inorganic materials 0.000 claims abstract description 9
- 229910000639 Spring steel Inorganic materials 0.000 claims abstract description 9
- 238000004873 anchoring Methods 0.000 claims description 81
- 230000002787 reinforcement Effects 0.000 claims description 8
- 238000005452 bending Methods 0.000 claims description 6
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 238000003466 welding Methods 0.000 claims description 5
- 238000004519 manufacturing process Methods 0.000 claims description 3
- 230000006378 damage Effects 0.000 abstract description 7
- 238000000034 method Methods 0.000 abstract description 5
- 230000035939 shock Effects 0.000 abstract description 5
- 238000010008 shearing Methods 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 5
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 3
- 230000005540 biological transmission Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000009417 prefabrication Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005253 cladding Methods 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model belongs to the assembly type structure field discloses an installation node of wallboard connecting piece and wallboard, the wallboard connecting piece includes steel member and two at least anchor assembly, anchor assembly is provided with at least one vertical face, anchor assembly sets up the both sides of steel member, anchor assembly's vertical face is through steel member fixed connection, the steel member is by mild steel or spring steel preparation. Among the assembling process of wallboard, the connecting piece sets up between prefabricated wallboard, the anchor of at least two anchor assembly difference is on two blocks of adjacent prefabricated wallboards. Wallboard connecting piece simple to operate not only, assembly efficiency is high, is meetting earthquake disaster moreover or under other exogenic actions, is located connecting piece between the two adjacent wallboards and receives the shearing force, anchor assembly consumes seismic energy with steel member by spring steel or mild steel preparation, reduces seismic action and to the vertical seam connected node's of adjacent wallboard destruction, has improved its shock resistance or other corresponding factor of safety.
Description
Technical field
This utility model belongs to assembled architecture field, is specifically related to the installation of a kind of wall board connector and wallboard
Node.
Background technology
In assembled architecture industry, if during prefabricated panel load bearing wall, between the vertical seam of polylith adjacent wall board
It is connected to each other as a whole with the connector such as transverse steel or soft rope by cast-in-place concrete.In this case, wall
The shear behavior of plate is strong, but job site needs to carry out concreting, and speed of application is slow, efficiency is low, and
Energy consumption ability is not enough.If during prefabricated panel exterior wall cladding, the vertical seam of polylith adjacent wall board is then reserved
Certain interval is not connected to mutually, and in this case, then wallboard shear behavior is not good enough, location inconvenience, ground during construction
It is susceptible to changing of the relative positions sliding between vertical prefabricated panel adjacent during shake, causes wallboard to damage.
For solving above-mentioned technical problem, in prior art, disclose use connector fixing connection prefabricated panel
Technology, although disclosed connector plays the effect that fixing wallboard vertically stitches when wallboard is installed, but its
Not only efficiency of assembling is low, and uses the panel structure of this connector not play the antidetonation of " strong shear capacity and weak bending capacity "
Set up defences requirement.
Therefore urgently a kind of efficiency of assembling of exploitation design is high, and there is the wallboard of good anti-seismic performance or energy dissipation capacity
Node installed by connector and wallboard.
Utility model content
The purpose of this utility model is to provide the high wall board connector of a kind of easy construction, efficiency of assembling and wallboard
Node is installed, not only acts as the effect that fixing wallboard vertically stitches, make wallboard structural system have well simultaneously
Anti-seismic performance.
Above-mentioned purpose is to be achieved through the following technical solutions: a kind of wall board connector, including steel beam column and at least
Two anchoring pieces, described anchoring piece is provided with at least one vertical plane, and described anchoring piece is arranged on described steel structure
The both sides of part, the vertical plane of described anchoring piece connects by steel beam column is fixing；Described steel beam column is by mild steel or bullet
Spring steel is standby.It should be noted that described steel beam column and anchoring piece can be overlap joints, it is also possible to be only end
It is connected.During the assembling of wallboard, described connector is arranged between prefabricated panel, described at least two
Anchoring piece is anchored on two pieces of adjacent prefabricated panels respectively, and described anchoring piece can be to be embedded in prefabricated panel
On, it is also possible to being to be arranged in the later stage on prefabricated panel, described anchoring piece part exposes to be easy to carry out with steel beam column
Connect.Prepared the conduct one amortisseur of steel beam column by spring steel or mild steel, there is certain energy dissipation capacity,
There is earthquake or under other external force, steel beam column can occur elastic-plastic deformation and detrusion, simultaneously
Vertical shear between transmission wallboard, consumed energy.Wall board connector described in the utility model is not only installed
Convenient, efficiency of assembling is high, and is running into earthquake disaster or under other External Force Actings, is positioned at adjacent two walls
Connector between plate, by shearing force, steel beam column and anchoring piece earthquake energy, reduces geological process pair
Adjacent wall board vertically stitches the destruction connecting node, improves its shock resistance or other corresponding safety coefficients.
Further, described anchoring piece is bending steel plate or bend reinforcement.Anchoring piece is arranged to bending-like, has
It is beneficial to increase the anchor force of anchoring piece.
Further, described anchoring piece is in " U " type or trapezoidal.So, the intensity of anchoring piece own is big, and
It is effectively increased the contact area of anchoring piece and prefabricated panel, after anchoring piece is anchored in prefabricated panel, tension
Ability is strong, is difficult to damage body of wall itself.
Further, described steel beam column is reinforcing bar or steel plate.
Further, described steel beam column and the anchoring piece welding fabrication of its both sides.When described steel beam column is reinforcing bar,
Steel beam column is attached by the form that can use welding with anchoring piece.
Further, described steel beam column is connected by bolt or screw rod with the anchoring piece of its both sides.Described anchoring piece
For bending steel plate, when described steel beam column is steel plate, the two can use bolt or screw rod to connect.Use bolt or
The connected mode of screw rod, has construction simple and convenient, and the controllable advantage of stretch-draw dynamics drastically increases
Connection reliability.
Further, the vertical plane of described steel beam column and described anchoring piece is provided with connecting hole, described screw rod or bolt
Connecting hole described in cross-under.During connection, by vertical through described steel beam column and described anchoring piece of bolt or screw rod
After connecting hole on face, use nut and tighten fixing to steel beam column and anchoring piece connection.Certainly, anchoring piece
Bottom surface time there is certain thickness, above-mentioned connecting hole may also be and is arranged to screw, during installation, it is only necessary to rotate spiral shell
Bar is until tightening.
Further, described connecting hole is bar hole or mounting hole.So, steel beam column and anchor are on the one hand conducive to
The docking of firmware assembles, and reduces spelling difficulty of construction, on the other hand under earthquake or other External Force Actings,
Screw rod or bolt can move along bar hole or mounting hole, play preferable cushioning effect, absorb certain earthquake
Or the energy of external force.
Further, the end of described anchoring piece is provided with anchoring reinforcement.So, arrange in anchoring piece end
After having anchoring reinforcement, the anchor force of anchoring piece has obtained significantly strengthening so that it is only meeting in earthquake disaster
Consume power consumption module and be hardly damaged concrete panel.
For reaching above-mentioned purpose, this utility model additionally provides a kind of wallboard and installs node, including first, the
Two wallboards, and the wall board connector of above-mentioned any one, wherein, described first, second wallboard is disposed adjacent,
Described wall board connector is between described first, second wallboard, and described at least two anchoring piece anchors respectively
In described first wallboard and the second wallboard.The vertical plane of described anchoring piece exposes to be easy to carry out even with steel beam column
Connect, i.e. prefabricated panel is provided with breach, and anchoring piece leaks outside and is partly positioned at breach.Joint installed by the wallboard of this structure
Point, it is easy to install, it is only necessary to first the anchoring piece of connector is embedded in wallboard in the prefabrication process of wallboard,
Or after wall board forming, anchoring piece is arranged on wallboard, during installation, after wallboard dropping place, it is only necessary to use steel
Component connects fixing for the anchoring piece being anchored in the wallboard being disposed adjacent；On the other hand, by spring steel
Or the steel beam column prepared of mild steel and the use of other above-mentioned technical characteristics, joint is installed in connection of the present utility model
Dot structure has preferably shock resistance.
Accompanying drawing explanation
The accompanying drawing constituting a part of the present utility model is further appreciated by of the present utility model for providing, this
The schematic description and description of utility model is used for explaining this utility model, is not intended that this practicality new
The improper restriction of type.
Fig. 1 is the structural representation of a kind of wall board connector involved by a kind of embodiment of this utility model；
Fig. 2 is the structural representation that node installed by the wallboard involved by a kind of embodiment of this utility model.
In figure:
1 steel beam column 2 anchoring piece 23 first wallboard 4 second wallboard
Detailed description of the invention
Being described in detail this utility model below in conjunction with the accompanying drawings, the description of this part is only exemplary reconciliation
The property released, should not have any restriction effect to protection domain of the present utility model.Additionally, people in the art
Feature in embodiment in presents and in different embodiment, according to the description of presents, can be carried out by member
Respective combination.
This utility model embodiment is as follows, sees figures.1.and.2, and a kind of wall board connector, including steel beam column 1
With at least two anchoring piece 2, described anchoring piece 2 is provided with at least one vertical plane, and described anchoring piece 2 sets
Putting the both sides at described steel beam column 1, the vertical plane of described anchoring piece 2 connects by steel beam column 1 is fixing；Institute
State steel beam column 1 to be prepared by mild steel or spring steel.It should be noted that described steel beam column 1 can with anchoring piece 2
To be overlap joint, it is also possible to be that only end is connected.During the assembling of wallboard, described connector is arranged at pre-
Between wallboard processed, described at least two anchoring piece 2 is anchored on two pieces of adjacent prefabricated panels respectively, described
Anchoring piece 2 can be to be embedded on prefabricated panel, it is also possible to is to be arranged in the later stage on prefabricated panel, described anchor
Firmware 2 part exposes to be easy to be attached with steel beam column 1.The work of steel beam column 1 is prepared by spring steel or mild steel
For a kind of amortisseur, there is certain energy dissipation capacity, earthquake is occurring or under other external force, steel beam column 1
Elastic-plastic deformation and detrusion, the simultaneously vertical shear between transmission wallboard, consumed energy can occur.
Wall board connector described in the utility model is the most easy for installation, and efficiency of assembling is high, and is running into earthquake disaster
Do harm to or under other External Force Actings, the connector between adjacent two wallboards is by shearing force, steel beam column 1
With anchoring piece 2 earthquake energy, reduce geological process seam vertical to adjacent wall board and connect the destruction of node,
Improve its shock resistance or other corresponding safety coefficients.
On the basis of above-described embodiment, in another embodiment of this utility model, such as Fig. 1, described anchoring piece 2
For bending steel plate or bend reinforcement.Anchoring piece 2 is arranged to bending-like, is conducive to increasing the anchor of anchoring piece 2
Gu power.
On the basis of above-described embodiment, in another embodiment of this utility model, such as Fig. 1, described anchoring piece 2
In " U " type or trapezoidal.So, the intensity of anchoring piece 2 own is big, and is effectively increased anchoring piece 2 with pre-
The contact area of wallboard processed, after anchoring piece 2 is anchored in prefabricated panel, resistance to tension is strong, is difficult to wall
Body damages itself.
On the basis of above-described embodiment, in another embodiment of this utility model, such as Fig. 1, described steel beam column 1
For reinforcing bar or steel plate.
On the basis of above-described embodiment, in another embodiment of this utility model, such as Fig. 1, described steel beam column 1
Anchoring piece 2 welding fabrication with its both sides.When described steel beam column 1 is reinforcing bar, the form that can use welding will
Steel beam column 1 is attached with anchoring piece 2.
On the basis of above-described embodiment, in another embodiment of this utility model, described steel beam column 1 with its two
The anchoring piece 2 of side is connected by bolt or screw rod.Described anchoring piece 2 is bending steel plate, described steel beam column 1
During for steel plate, the two can use bolt or screw rod to connect.Use bolt or the connected mode of screw rod, have and execute
Work is simple and convenient, the controllable advantage of stretch-draw dynamics, drastically increases connection reliability.
On the basis of above-described embodiment, in another embodiment of this utility model, described steel beam column 1 and described
The vertical plane of anchoring piece 2 is provided with connecting hole described in connecting hole, described screw rod or bolt cross-under.During connection, will
After bolt or screw rod pass the connecting hole on the vertical plane of described steel beam column 1 and described anchoring piece 2, use spiral shell
Cap is also tightened steel beam column 1 and the fixing connection of anchoring piece 2.Certainly, the bottom surface of anchoring piece 2 has certain thickness
When spending, above-mentioned connecting hole may also be and is arranged to screw, during installation, it is only necessary to rotary screw is until tightening.
On the basis of above-described embodiment, in another embodiment of this utility model, described connecting hole is bar hole
Or mounting hole.So, one side beneficially steel beam column 1 docks assembling with anchoring piece 2, reduces spelling
Difficulty of construction, on the other hand under earthquake or other External Force Actings, screw rod or bolt can be along bar hole or kidney-shapeds
Hole is moved, and plays preferable cushioning effect, absorbs the energy of certain earthquake or external force.
On the basis of above-described embodiment, in another embodiment of this utility model, the end of described anchoring piece 2
It is provided with anchoring reinforcement.So, after the end of anchoring piece 2 is provided with anchoring reinforcement, anchoring piece 2
Anchor force obtained significantly adding and force it only can consume power consumption module in earthquake disaster and be hardly damaged mixed
Solidifying cob wall plate.
This utility model additionally provides a kind of wallboard and installs node, with reference to Fig. 2, including the first wallboard 3, second
Wallboard 4 and the wall board connector of above-mentioned any one, wherein, described first wallboard 3 and the second wallboard 4 phase
Adjacent arrange, described wall board connector between described first wallboard 3 and the second wallboard 4, described at least two
Individual anchoring piece 2 is anchored in described first wallboard 3 and the second wallboard 4 respectively.Described anchoring piece 2 vertical
Face is exposed and is easy to be attached with steel beam column 1, i.e. prefabricated panel is provided with breach, and anchoring piece 2 leaks outside part position
In breach.Node installed by the wallboard of this structure, it is easy to install, it is only necessary to first will in the prefabrication process of wallboard
The anchoring piece 2 of connector is embedded in wallboard, or is arranged on wallboard by anchoring piece 2 after wall board forming,
During installation, after wallboard dropping place, it is only necessary to use the anchoring that steel beam column 1 will be anchored in the wallboard being disposed adjacent
Part 2 is fixing to be connected；On the other hand, spring steel or mild steel the steel beam column 1 prepared and other are above-mentioned
The use of technical characteristic, connection of the present utility model is installed node structure and is had preferably shock resistance.
The above is only preferred implementation of the present utility model, it is noted that for the art
For those of ordinary skill, on the premise of without departing from this utility model principle, it is also possible to make some improvement
And retouching, these improvements and modifications also should be regarded as protection domain of the present utility model.
Claims (10)
1. a wall board connector, it is characterised in that include steel beam column and at least two anchoring piece, described anchor
Firmware is provided with at least one vertical plane, and described anchoring piece is arranged on the both sides of described steel beam column, described anchoring
The vertical plane of part connects by steel beam column is fixing；Described steel beam column is prepared by mild steel or spring steel.
Wall board connector the most according to claim 1, it is characterised in that described anchoring piece is bending steel
Plate or bend reinforcement.
Wall board connector the most according to claim 2, it is characterised in that described anchoring piece is in " U "
Type or trapezoidal.
Wall board connector the most according to claim 2, it is characterised in that described steel beam column be reinforcing bar or
Steel plate.
Wall board connector the most according to claim 4, it is characterised in that described steel beam column and its both sides
Anchoring piece welding fabrication.
Wall board connector the most according to claim 4, it is characterised in that described steel beam column and its both sides
Anchoring piece connected by bolt or screw rod.
Wall board connector the most according to claim 6, it is characterised in that described steel beam column and described anchor
The vertical plane of firmware is provided with connecting hole described in connecting hole, described screw rod or bolt cross-under.
Wall board connector the most according to claim 6, it is characterised in that described connecting hole is bar hole
Or mounting hole.
9. according to the wall board connector described in claim 1～8 any one, it is characterised in that described anchoring
The end of part is provided with anchoring reinforcement.
10. an installation node for wallboard, including first, second wallboard, it is characterised in that also includes power
Profit requires the wall board connector described in 1～9 any one, and wherein, described first, second wallboard is disposed adjacent,
Described wall board connector is between described first, second wallboard, and described at least two anchoring piece anchors respectively
In described first wallboard and the second wallboard.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620097539.8U CN205475830U (en) | 2016-01-29 | 2016-01-29 | Installation node of wallboard connecting piece and wallboard |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620097539.8U CN205475830U (en) | 2016-01-29 | 2016-01-29 | Installation node of wallboard connecting piece and wallboard |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205475830U true CN205475830U (en) | 2016-08-17 |
Family
ID=56672035
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620097539.8U Expired - Fee Related CN205475830U (en) | 2016-01-29 | 2016-01-29 | Installation node of wallboard connecting piece and wallboard |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205475830U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836553A (en) * | 2016-12-21 | 2017-06-13 | 无为县佳明铝塑材料有限公司 | A kind of reinforcement type wallboard mounting bracket of simple board house |
| CN108360705A (en) * | 2018-01-25 | 2018-08-03 | 同济大学 | Cause the slotted steel plate shear wall for building maximum stratified deformation for assessing earthquake |
| CN113175140A (en) * | 2021-05-12 | 2021-07-27 | 国家电网有限公司 | Precast concrete floor slab and mechanical slab joint connection node |
| WO2023015680A1 (en) * | 2021-08-11 | 2023-02-16 | 中建科工集团有限公司 | Wallboard structure and building wall |
-
2016
- 2016-01-29 CN CN201620097539.8U patent/CN205475830U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836553A (en) * | 2016-12-21 | 2017-06-13 | 无为县佳明铝塑材料有限公司 | A kind of reinforcement type wallboard mounting bracket of simple board house |
| CN106836553B (en) * | 2016-12-21 | 2019-07-02 | 无为县佳明铝塑材料有限公司 | A kind of reinforcement type wallboard mounting rack of simple board house |
| CN108360705A (en) * | 2018-01-25 | 2018-08-03 | 同济大学 | Cause the slotted steel plate shear wall for building maximum stratified deformation for assessing earthquake |
| CN108360705B (en) * | 2018-01-25 | 2020-04-28 | 同济大学 | Slotted steel plate shear wall for evaluating maximum interlayer deformation of building caused by earthquake |
| CN113175140A (en) * | 2021-05-12 | 2021-07-27 | 国家电网有限公司 | Precast concrete floor slab and mechanical slab joint connection node |
| WO2023015680A1 (en) * | 2021-08-11 | 2023-02-16 | 中建科工集团有限公司 | Wallboard structure and building wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Zhongmin Zhuyou Technology Investment Co.,Ltd. Assignor: Zhongmin Zhuyou Co.,Ltd. Contract record no.: 2017430000027 Denomination of utility model: Installation node of wallboard connecting piece and wallboard Granted publication date: 20160817 License type: Exclusive License Record date: 20171222 |
|
| EE01 | Entry into force of recordation of patent licensing contract | ||
| EC01 | Cancellation of recordation of patent licensing contract |
Assignee: Zhongmin Zhuyou Technology Investment Co.,Ltd. Assignor: Zhongmin Zhuyou Co.,Ltd. Contract record no.: 2017430000027 Date of cancellation: 20180801 |
|
| EC01 | Cancellation of recordation of patent licensing contract | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160817 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |