CN105756243B - Antiseismic building exterior wall cladding - Google Patents
Antiseismic building exterior wall cladding Download PDFInfo
- Publication number
- CN105756243B CN105756243B CN201610275041.0A CN201610275041A CN105756243B CN 105756243 B CN105756243 B CN 105756243B CN 201610275041 A CN201610275041 A CN 201610275041A CN 105756243 B CN105756243 B CN 105756243B
- Authority
- CN
- China
- Prior art keywords
- connection
- exterior wall
- built
- transverse slat
- wall cladding
- 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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Links
- 238000005253 cladding Methods 0.000 title claims abstract description 47
- 238000009434 installation Methods 0.000 claims abstract description 20
- 238000004873 anchoring Methods 0.000 claims description 8
- 238000004519 manufacturing process Methods 0.000 abstract description 8
- 238000010276 construction Methods 0.000 abstract description 7
- 238000006073 displacement reaction Methods 0.000 abstract description 7
- 238000010586 diagram Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000032258 transport Effects 0.000 description 2
- 238000005336 cracking Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000001788 irregular Effects 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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/72—Non-load-bearing walls of elements of relatively thin form with respect to the thickness of the wall
- E04B2/721—Non-load-bearing walls of elements of relatively thin form with respect to the thickness of the wall 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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2002/7461—Details of connection of sheet panels to frame or posts
- E04B2002/7475—Details of connection of sheet panels to frame or posts using connectors with claws penetrating the sheet panels
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Finishing Walls (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
Antiseismic building exterior wall cladding, including plate body, plate body top surface sets at least 2 group of first built-in connection, the first transverse slat of installation at the top of the plate body of each first built-in connection correspondence position, first transverse slat one end opens up horizontal bar hole, and the length direction of horizontal bar hole is parallel with the width of the first transverse slat, the first bolt of installation in horizontal bar hole, first bolt is connected by screw thread with the screw on corresponding first built-in connection, the advantage of the invention is that：Installation site between Vierendeel girder and exterior wall can be adjusted, requirement when reducing construction to embedded part precision, the difficulty of production and assembling is reduced simultaneously, is advantageous to improve production and efficiency of construction, the installation site of exterior wall cladding are fine-tuning, ensure that the seam between exterior wall cladding is neat, it is easy to production and transportation, it is attractive in appearance after installation and be not take up the interior space, when relative displacement occurring between Vierendeel girder and exterior wall cladding, connector itself can be movable within the specific limits, avoids connector stress damage etc..
Description
Technical field
The present invention relates to a kind of external wall hanging plate, specifically a kind of Antiseismic building exterior wall cladding.
Background technology
With the horizontal continuous lifting of building trade industrialization technology, assembled architecture more and more expanded application,
In assembled architecture, the exterior wall of building uses prefabricated exterior wall cladding, and is connected by connector with the Vierendeel girder built,
The structure of current existing Exterior Wall Cladding Link is mostly pre-buried cross bar, the mounting hook on Vierendeel girder in exterior wall cladding,
Hook is set to hook cross bar come the fixed installation to realizing exterior wall cladding during installation.These structures have pre-buried on wallboard and protruded
In the part of wallboard, cause surfaces of wall in irregular shape, make and transport difficulty is larger, the exposed influence of installation posterior nodal point is attractive in appearance
And use.Current exterior wall cladding connected mode adjusts that leeway is small when mounted, requirement during construction to embedded part positional precision compared with
Height, production, assembly difficulty are higher, influence production and construction speed.And the company between existing exterior wall cladding and Vierendeel girder
Fitting produces gently to be rigidly connected when the building later stage runs into temperature change or earthquake between Vierendeel girder and exterior wall cladding
Micro- relative displacement, this relative displacement can damage to the connecting node between Vierendeel girder and exterior wall cladding, cause to build
Exterior wall comes off；After the installation of existing exterior wall cladding can not adjustment position, be difficult to ensure that seam is uniform between adjacent exterior wall cladding, influence
The regularity of facade.
The content of the invention
It is an object of the invention to provide a kind of Antiseismic building exterior wall cladding, and it can solve the problem that and is asked existing for prior art
Topic.
The present invention to achieve the above object, is achieved through the following technical solutions：Including plate body, plate body top surface sets at least 2
The first built-in connection of group, the first transverse slat of plate body top installation of each first built-in connection correspondence position, first transverse slat one end
Horizontal bar hole is opened up, the length direction of horizontal bar hole is parallel with the width of the first transverse slat, is installed in horizontal bar hole
First bolt, the first bolt are connected by screw thread with the screw on corresponding first built-in connection, and plate body bottom inside opens up
At least 2 groups of grooves, each groove top surface are respectively provided with the second built-in connection, be respectively provided with each groove the first riser for being parallel to each other and
Second riser, it is connected with the second transverse slat at the top of the first riser and the second riser, second transverse slat one end opens up first through hole, and first
Installation screw rod, the one end of screw rod away from the first riser and the second riser are connected with the second built-in connection in through hole, the second transverse slat
The first nut is installed on the screw rod of the second built-in connection side.First built-in connection includes the first flat board, the
The second through hole is opened up on one flat board, the second nut is installed in the second through hole side, and the screw of the second nut passes through screw thread and the first spiral shell
Tether and connect, the side that the first flat board installs the second nut sets the first pre- pile anchoring.The one end of first transverse slat away from horizontal bar hole
First embedded body is set, and the first embedded body and the first built-in connection are located at the homonymy of the first transverse slat.Second transverse slat is away from second
3rd nut is installed on the screw rod of built-in connection side.Second built-in connection includes the second flat board, on the second flat board
Second pre- pile anchoring is set.The first through hole is bar hole, and the length direction of bar hole perpendicular to the first riser and second with standing
Plate.First riser and second one end of riser bottom away from first through hole are connected with the second embedded body.
The advantage of the invention is that：Installation site between Vierendeel girder and exterior wall can be adjusted, when reducing construction pair
The requirement of embedded part precision, while the difficulty of production and assembling is reduced, be advantageous to improve production and efficiency of construction, the peace of exterior wall cladding
Holding position is fine-tuning, it is ensured that the seam between exterior wall cladding is neat, the smooth no projecting member of surfaces of wall, is easy to produce and transports
It is defeated, it is attractive in appearance after installation and be not take up the interior space, when relative displacement occurring between Vierendeel girder and exterior wall cladding, connector itself
Can be movable within the specific limits, avoid connector stress damage etc..
Brief description of the drawings
Fig. 1 is schematic structural view of the invention；
Fig. 2 is A-A cross section structure diagrams in Fig. 1；
Fig. 3 is Fig. 1 B to mplifying structure schematic diagram；
Fig. 4 is Fig. 1 C to mplifying structure schematic diagram.
Embodiment
Antiseismic building exterior wall cladding of the present invention includes plate body 101, and the top surface of plate body 101 sets at least 2 group first
Built-in connection, the first transverse slat 1 of the top of plate body 101 installation of each first built-in connection correspondence position, the one end of the first transverse slat 1 is opened
If horizontal bar hole 2, the length direction of horizontal bar hole 2 is parallel with the width of the first transverse slat 1, pacifies in horizontal bar hole 2
The first bolt 3 is filled, the first bolt 3 is connected by screw thread with the screw on corresponding first built-in connection, in the bottom of plate body 101
Side opens up at least 2 groups of grooves 33, and each top surface of groove 33 is respectively provided with the second built-in connection, is respectively provided with and is parallel to each other in each groove 33
The first riser 21 and the second riser 22, the first riser 21 and the top of the second riser 22 be connected with the second transverse slat 23, and second is horizontal
The one end of plate 23 opens up first through hole 24, installs screw rod 25 in first through hole 24, screw rod 25 is away from the first riser 21 and the second riser
22 one end is connected with the second built-in connection, and the second transverse slat 23 installs on the screw rod 25 of the second built-in connection side
One nut 26.When exterior wall cladding makes, in the bottom inside pre-groove 33 of exterior wall cladding, and the first built-in connection is pre-buried
To the pre-buried exterior wall cladding to the top of groove 33 of exterior wall cladding top, the second built-in connection, before exterior wall cladding installation, by the
One transverse slat 1 is fixedly mounted on the Vierendeel girder at the top of exterior wall cladding, by the first riser 21 and the second riser 22 and exterior wall cladding bottom
The framework top surface of the beam in portion is fixedly connected, and when exterior wall cladding is installed, the first bolt 3 is passed through into horizontal bar shaped above the first transverse slat 1
It is connected behind hole 2 with the screw on the first built-in connection, the first nut 26 is installed on screw rod 25, and screw rod 25 is horizontal from second
Passed through in the first through hole 24 of plate 23, the first bolt 3 can in the range of horizontal bar hole 2 transverse shifting, workmen is adjustable
The height that the relative position of whole first nut 26 and screw rod 25 carrys out External Wall hanging plate is finely adjusted, it is ensured that connecing between exterior wall cladding
Seam is neat, the smooth no projecting member of surfaces of wall, is easy to production and transportation, attractive in appearance after installation and be not take up the interior space.The
The gap more than the thickness of the first transverse slat 1 is reserved between the head of one bolt 3 and the first built-in connection, in the use of building later stage
When running into temperature change or earthquake, relative displacement is produced between Vierendeel girder and exterior wall cladding, the first bolt 3 can when the displacement produces
With laterally or longitudinally movable in horizontal bar hole 2, screw rod 25 can be movable in through hole 24, offset the displacement to connector from
Active force caused by body, it is ensured that connector is not damaged.The present invention is by the first transverse slat 1 on the top of Vierendeel girder and exterior wall cladding
Connecting node is formed, Vierendeel girder and exterior wall cladding can be in close contact, be not required to preset clearance, be advantageous to simplify the construction of building
Step.
The present invention, can be in the second screw rod of the transverse slat 23 away from built-in connection side in order to limit the scope of activities of screw rod 25
3rd nut 27 is installed on 25.Operating personnel can be by adjusting the spacing of the 3rd nut 27 and the first nut 26 come adjusting screw rod 25
Mobilizable scope, so as to avoid exterior wall cladding from producing excessive movement, and it can prevent screw rod 25 from being taken off from first through hole 24
Go out.
The present invention can use following structures in order to adjust the lateral attitude of exterior wall cladding bottom：The first through hole
24 be bar hole, the length direction of bar hole with perpendicular to the first riser 21 and the second riser 22.Screw rod 25 can in bar hole
Transverse shifting, so as to change the lateral attitude of exterior wall cladding, when earthquake occurs, anti seismic efficiency is more preferably.
First built-in connection and the second built-in connection of the present invention can use various structures, such as can use band
Threaded embedded sleeve barrel etc., wherein preferable structure is：First built-in connection includes the first flat board 4, the first flat board 4
On open up the second through hole 5, the second nut 6 is installed in the side of the second through hole 5, and the screw of the second nut 6 passes through screw thread and the first bolt 3
Connection, the side that the first flat board 4 installs the second nut 6 set the first pre- pile anchoring 7.It is flat that second built-in connection includes second
Plate 28, the second pre- pile anchoring 29 is set on second flat board 28.First flat board 4 and the second flat board 28 can be with exterior wall claddings when pre-buried
Surface flushes, and prevents the cracking situation of the concrete around connector, and can be to the second nut 6 and the screw thread shape of inside
Into protection, prevent from producing damaged in collision connector in exterior wall cladding transportation.First pre- pile anchoring 7 and second of the present invention is pre-
Pile anchoring 29 can take various forms, such as screw rod, crotch and cylinder with bulge loop or dimpled grain etc..
The present invention can be used for the connection of concrete frame beam or steel framework beam and exterior wall cladding, when Vierendeel girder is steel knot
, can be by the first transverse slat 1 and the first riser 21, the second riser 22 using mode and frameworks such as welding, riveting or bolt connections during structure
Beam connects；, can be pre-buried in the setting first of the one end of the first transverse slat 1 away from horizontal bar hole 2 when Vierendeel girder is concrete structure
Body 10, the one end of the first riser 21 and the bottom of the second riser 22 away from first through hole 24 set the second embedded body 32, and first is pre-buried
Body 10 is located at the homonymy of transverse slat 1 with built-in connection, when making the concrete frame beam of exterior wall cladding upper end, by the first transverse slat 1
The first embedded body 10 nuzzle in advance inside Vierendeel girder, realize the connection of the first transverse slat 1 and the Vierendeel girder, make exterior wall cladding lower end
Concrete frame beam when, the second embedded body 32 is nuzzled inside the Vierendeel girder in advance, realizes the connection of the second transverse slat and Vierendeel girder.
Claims (5)
1. Antiseismic building exterior wall cladding, including plate body（101）, it is characterised in that：Plate body（101）Top surface sets at least 2 groups the
One built-in connection, the plate body of each first built-in connection correspondence position（101）Top is installed by the first transverse slat（1）, the first transverse slat
（1）One end opens up horizontal bar hole（2）, horizontal bar hole（2）Length direction and the first transverse slat（1）Width it is parallel,
Horizontal bar hole（2）The first bolt of interior installation（3）, the first bolt（3）By screw thread with corresponding first built-in connection
Screw connects, plate body（101）Bottom inside opens up at least 2 groups of grooves（33）, each groove（33）Top surface is respectively provided with the second pre-buried company
Fitting, each groove（33）Inside it is respectively provided with the first riser being parallel to each other（21）With the second riser（22）, the first riser（21）With
Two risers（22）Top with the second transverse slat（23）Connection, the second transverse slat（23）One end opens up first through hole（24）, first through hole
（24）Interior installation screw rod（25）, screw rod（25）Away from the first riser（21）With the second riser（22）One end and the second pre-buried connection
Part connects, the second transverse slat（23）Screw rod close to the second built-in connection side（25）The first nut of upper installation（26）, second is horizontal
Plate（23）Screw rod away from the second built-in connection side（25）The 3rd nut of upper installation（27）, the second built-in connection bag
Include the second flat board（28）, the second flat board（28）The second pre- pile anchoring of upper setting（29）.
2. Antiseismic building exterior wall cladding according to claim 1, it is characterised in that：First built-in connection includes
First flat board（4）, the first flat board（4）On open up the second through hole（5）, the second through hole（5）Side is installed by the second nut（6）, second
Nut（6）Screw pass through screw thread and the first bolt（3）Connection, the first flat board（4）Second nut is installed（6）Side set the
One pre- pile anchoring（7）.
3. Antiseismic building exterior wall cladding according to claim 1, it is characterised in that：First transverse slat（1）Away from Cross slat
Shape hole（2）One end set the first embedded body（10）, the first embedded body（10）It is located at the first transverse slat with the first built-in connection（1）
Homonymy.
4. Antiseismic building exterior wall cladding according to claim 1, it is characterised in that：The first through hole（24）It is bar shaped
Hole, the length direction of bar hole with perpendicular to the first riser（21）With the second riser（22）.
5. Antiseismic building exterior wall cladding according to claim 1, it is characterised in that：First riser（21）With the second riser
（22）Bottom is away from first through hole（24）One end with the second embedded body（32）Connection.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2016200533087 | 2016-01-20 | ||
| CN201620053308 | 2016-01-20 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105756243A CN105756243A (en) | 2016-07-13 |
| CN105756243B true CN105756243B (en) | 2017-12-01 |
Family
ID=56326201
Family Applications (7)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610275041.0A Active CN105756243B (en) | 2016-01-20 | 2016-04-28 | Antiseismic building exterior wall cladding |
| CN201620375062.5U Active CN205604527U (en) | 2016-01-20 | 2016-04-28 | Building antidetonation exterior wall cladding |
| CN201620375067.8U Active CN205604464U (en) | 2016-01-20 | 2016-04-28 | Exterior wall cladding antidetonation is connecting piece down |
| CN201620375060.6U Active CN205604538U (en) | 2016-01-20 | 2016-04-28 | Connecting piece in exterior wall cladding antidetonation |
| CN201620375063.XU Active CN205604524U (en) | 2016-01-20 | 2016-04-28 | Building antidetonation exterior wall cladding |
| CN201610275042.5A Active CN105780972B (en) | 2016-01-20 | 2016-04-28 | A kind of Antiseismic building exterior wall cladding |
| CN201620375066.3U Active CN205604545U (en) | 2016-01-20 | 2016-04-28 | Connecting piece in exterior wall cladding antidetonation |
Family Applications After (6)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620375062.5U Active CN205604527U (en) | 2016-01-20 | 2016-04-28 | Building antidetonation exterior wall cladding |
| CN201620375067.8U Active CN205604464U (en) | 2016-01-20 | 2016-04-28 | Exterior wall cladding antidetonation is connecting piece down |
| CN201620375060.6U Active CN205604538U (en) | 2016-01-20 | 2016-04-28 | Connecting piece in exterior wall cladding antidetonation |
| CN201620375063.XU Active CN205604524U (en) | 2016-01-20 | 2016-04-28 | Building antidetonation exterior wall cladding |
| CN201610275042.5A Active CN105780972B (en) | 2016-01-20 | 2016-04-28 | A kind of Antiseismic building exterior wall cladding |
| CN201620375066.3U Active CN205604545U (en) | 2016-01-20 | 2016-04-28 | Connecting piece in exterior wall cladding antidetonation |
Country Status (1)
| Country | Link |
|---|---|
| CN (7) | CN105756243B (en) |
Families Citing this family (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105756243B (en) * | 2016-01-20 | 2017-12-01 | 张波 | Antiseismic building exterior wall cladding |
| CN106320576A (en) * | 2016-11-01 | 2017-01-11 | 江苏省建筑科学研究院有限公司 | Prefabricated wallboard integrating structure, self-thermal insulation, water resistance and decoration and external suspending connection devices of prefabricated wallboard |
| CN106759935A (en) * | 2017-01-19 | 2017-05-31 | 香港华艺设计顾问(深圳)有限公司 | A kind of attachment structure of precast concrete exterior wall cladding |
| CN106703306B (en) * | 2017-01-19 | 2022-08-02 | 香港华艺设计顾问(深圳)有限公司 | Precast concrete parapet component and connection structure thereof |
| CN108360708A (en) * | 2018-05-08 | 2018-08-03 | 山东力成建设有限公司 | A kind of assembled architecture out-hung panel and its production method |
| CN110565844A (en) * | 2019-09-10 | 2019-12-13 | 广东绿屋建筑科技工程有限公司 | can absorb assembled partition wall system of construction error |
| CN112196094B (en) * | 2020-09-27 | 2024-07-26 | 安徽省建筑设计研究总院股份有限公司 | Wallboard, energy consumption node for connecting wallboard with frame beam and wallboard assembly method |
| CN115405011B (en) * | 2021-05-28 | 2024-03-01 | 国网山西电力勘测设计研究院有限公司 | Assembled fast-assembled prefabricated foaming concrete wallboard, building structure and building method thereof |
| CN114108831B (en) * | 2021-11-17 | 2023-09-22 | 中国航空规划设计研究总院有限公司 | Connecting node of assembled external wall panel and installation and design method thereof |
| CN113944275B (en) * | 2021-12-03 | 2023-03-17 | 上海思睿建筑科技有限公司 | Hidden line connection exterior wall cladding connection joint and construction method thereof |
| CN114934648A (en) * | 2022-06-15 | 2022-08-23 | 山西建投五岳建设工程有限公司 | Double-layer ALC board external wall hanging installation method |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202227548U (en) * | 2011-10-20 | 2012-05-23 | 北京江河幕墙股份有限公司 | Tension type curtain wall with metal boards |
| CN102720288A (en) * | 2012-05-23 | 2012-10-10 | 天津市韩建科技有限公司 | Method for connecting solderless curtain wall dry pendant |
| CN203320772U (en) * | 2013-06-07 | 2013-12-04 | 中金建筑装饰有限公司 | Stone dry-hanging system |
| CN104358325B (en) * | 2014-11-05 | 2017-02-15 | 北京工业大学 | Assembly external wall heat insulation system and assembly method of assembly external wall heat insulation system |
| CN105756243B (en) * | 2016-01-20 | 2017-12-01 | 张波 | Antiseismic building exterior wall cladding |
-
2016
- 2016-04-28 CN CN201610275041.0A patent/CN105756243B/en active Active
- 2016-04-28 CN CN201620375062.5U patent/CN205604527U/en active Active
- 2016-04-28 CN CN201620375067.8U patent/CN205604464U/en active Active
- 2016-04-28 CN CN201620375060.6U patent/CN205604538U/en active Active
- 2016-04-28 CN CN201620375063.XU patent/CN205604524U/en active Active
- 2016-04-28 CN CN201610275042.5A patent/CN105780972B/en active Active
- 2016-04-28 CN CN201620375066.3U patent/CN205604545U/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| CN205604464U (en) | 2016-09-28 |
| CN105780972B (en) | 2018-03-02 |
| CN205604524U (en) | 2016-09-28 |
| CN205604527U (en) | 2016-09-28 |
| CN105780972A (en) | 2016-07-20 |
| CN105756243A (en) | 2016-07-13 |
| CN205604538U (en) | 2016-09-28 |
| CN205604545U (en) | 2016-09-28 |
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