CN205604527U - Building antidetonation exterior wall cladding - Google Patents
Building antidetonation exterior wall cladding Download PDFInfo
- Publication number
- CN205604527U CN205604527U CN201620375062.5U CN201620375062U CN205604527U CN 205604527 U CN205604527 U CN 205604527U CN 201620375062 U CN201620375062 U CN 201620375062U CN 205604527 U CN205604527 U CN 205604527U
- Authority
- CN
- China
- Prior art keywords
- exterior wall
- wall cladding
- built
- riser
- transverse slat
- 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 49
- 238000009434 installation Methods 0.000 claims abstract description 11
- 238000004873 anchoring Methods 0.000 claims description 8
- 238000010276 construction Methods 0.000 abstract description 8
- 238000006073 displacement reaction Methods 0.000 abstract description 7
- 230000000694 effects Effects 0.000 abstract description 2
- 238000004519 manufacturing process Methods 0.000 abstract 2
- 230000002349 favourable effect Effects 0.000 abstract 1
- 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
- 238000005336 cracking Methods 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- 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
Abstract
Building antidetonation exterior wall cladding, the package rubbing board body, plate body top surface set up the pre -buried connecting piece of at least 2 groups, and each pre -buried connecting piece corresponds the first diaphragm of plate body top installation of position, and transverse strip shape hole is offered to first diaphragm one end, and the length direction in transverse strip shape hole is parallel with the width direction of first diaphragm, the transverse strip first bolt of downthehole installation that appears, first bolt pass through the screw with the pre -buried connecting piece that corresponds on the screw be connected, the utility model has the advantages of: mounted position between frame roof beam and the outer wall can be adjusted, requirement to burying a precision when having reduced the construction, reduce the degree of difficulty of production and assembly simultaneously, be favorable to improving production and the efficiency of construction, exterior wall cladding's mounted position can be finely tuned, ensure that the seam between the exterior wall cladding is neat, be convenient for produce and the transportation, the installation back is pleasing to the eye and do not occupy the interior space, when between frame roof beam and the exterior wall cladding relative displacement taking place, but connecting piece self in certain extent activity, avoid connecting piece atress damage etc.
Description
Technical field
This utility model relates to a kind of external wall link plate, specifically a kind of Antiseismic building exterior wall cladding.
Background technology
Continuous lifting along with building trade industrialization technology level, the increasing expanded application of assembled architecture, in assembled architecture, the exterior wall of building uses prefabricated exterior wall cladding, and be connected with the Vierendeel girder of building by connector, the structure of current existing Exterior Wall Cladding Link be mostly in exterior wall cladding pre-buried cross bar, on Vierendeel girder mounting hook, make hook hook the cross bar fixed installation to realizing exterior wall cladding during installation.These structures have parts that are pre-buried on wallboard and that protrude from wallboard, cause surfaces of wall in irregular shape, make and transport difficulty is relatively big, and installation posterior nodal point exposes to be affected attractive in appearance and use.It is little that current exterior wall cladding connected mode adjusts leeway when mounted, and during construction, the requirement to embedded part positional precision is higher, produce, assembly difficulty the highest, impact produce and construction speed.And the connector between existing exterior wall cladding and Vierendeel girder is for being rigidly connected, slight relative displacement is produced between Vierendeel girder and exterior wall cladding when the use of building later stage runs into variations in temperature or earthquake, connection node between Vierendeel girder and exterior wall cladding can be damaged by this relative displacement, causes external wall to come off；Existing exterior wall cladding cannot adjust position after installing, and is difficult to ensure that seam is uniform, affects the regularity of facade between adjacent exterior wall cladding.
Utility model content
The purpose of this utility model is to provide a kind of Antiseismic building exterior wall cladding, and it can solve the problem that the problem that prior art exists.
nullThis utility model is for achieving the above object，It is achieved through the following technical solutions: include plate body，Plate body end face arranges at least 2 group the first built-in connections，The first transverse slat is installed at the plate body top of each first built-in connection correspondence position，Horizontal bar hole is offered in first transverse slat one end，Laterally the length direction of bar hole is parallel with the width of the first transverse slat，Laterally in bar hole, the first bolt is installed，First bolt is connected with the screw on the first corresponding built-in connection by screw thread，Plate body bottom inside offers at least 2 group grooves，Each groove end face is respectively provided with the second built-in connection，The first riser and the second riser being parallel to each other it is respectively provided with in each groove，First riser and the second riser top are all connected with the second transverse slat，The first through hole is offered in second transverse slat one end，Screw rod is installed in the first through hole，Screw rod is connected with the second built-in connection away from one end of the first riser and the second riser，Second transverse slat installs the first nut on the screw rod of the second built-in connection side.Described first built-in connection includes the first flat board, and the first flat board is offered the second through hole, and the second nut is installed in the second through hole side, and the screw of the second nut is connected by screw thread and the first bolt, and the first flat board is installed the side of the second nut and arranged the first pre-pile anchoring.First transverse slat arranges the first embedded body, the first embedded body and the first built-in connection away from one end of horizontal bar hole and is positioned at the homonymy of the first transverse slat.Second transverse slat is away from installing the 3rd nut on the screw rod of the second built-in connection side.Described second built-in connection includes the second flat board, and the second flat board arranges the second pre-pile anchoring.Described first through hole is bar hole, the length direction of bar hole be perpendicular to the first riser and the second riser.Bottom first riser and the second riser, the one end away from the first through hole is all connected with the second embedded body.
The utility model has the advantage of: the installation site between Vierendeel girder and exterior wall can be adjusted, requirement to embedded part precision when reducing construction, reduce simultaneously and produce and the difficulty of assembling, be conducive to improving and produce and efficiency of construction, the installation site of exterior wall cladding is fine-tuning, guarantee that the seam between exterior wall cladding is neat, surfaces of wall is smooth without projecting member, it is easy to produce and transport, after installation attractive in appearance and be not take up the interior space, when there is relative displacement between Vierendeel girder and exterior wall cladding, connector self can be movable within the specific limits, avoid connector stress damage etc..
Accompanying drawing explanation
Fig. 1 is this utility model structural representation；
Fig. 2 is A-A sectional structure schematic diagram in Fig. 1；
Fig. 3 is that the B of Fig. 1 is to structure for amplifying schematic diagram；
Fig. 4 is that the C of Fig. 1 is to structure for amplifying schematic diagram.
Detailed description of the invention
nullAntiseismic building exterior wall cladding described in the utility model includes plate body 101，Plate body 101 end face arranges at least 2 group the first built-in connections，The first transverse slat 1 is installed at plate body 101 top of each first built-in connection correspondence position，Horizontal bar hole 2 is offered in first transverse slat 1 one end，Laterally the length direction of bar hole 2 is parallel with the width of the first transverse slat 1，Laterally in bar hole 2, first bolt 3 is installed，First bolt 3 is connected with the screw on the first corresponding built-in connection by screw thread，Plate body 101 bottom inside offers at least 2 group grooves 33，Each groove 33 end face is respectively provided with the second built-in connection，The first riser 21 and the second riser 22 being parallel to each other it is respectively provided with in each groove 33，First riser 21 and the second riser 22 top are all connected with the second transverse slat 23，The first through hole 24 is offered in second transverse slat 23 one end，In first through hole 24, screw rod 25 is installed，Screw rod 25 is connected with the second built-in connection away from one end of the first riser 21 and the second riser 22，Second transverse slat 23 installs the first nut 26 on the screw rod 25 of the second built-in connection side.nullWhen exterior wall cladding makes，Bottom inside pre-groove 33 at exterior wall cladding，And by pre-buried for the first built-in connection to exterior wall cladding top、Second built-in connection is pre-buried in the exterior wall cladding at groove 33 top，Before exterior wall cladding is installed，First transverse slat 1 is fixedly mounted on the Vierendeel girder at exterior wall cladding top，It is connected fixing with the Vierendeel girder end face bottom exterior wall cladding to the first riser 21 and the second riser 22，When exterior wall cladding is installed，First bolt 3 is passed over from the first transverse slat 1 and is connected with the screw the first built-in connection after horizontal bar hole 2，Screw rod 25 is installed the first nut 26，And screw rod 25 is passed in the first through hole 24 of the second transverse slat 23，First bolt 3 can in the range of horizontal bar hole 2 transverse shifting，The height that workmen's adjustable the first nut 26 carrys out External Wall link plate with the relative position of screw rod 25 is finely adjusted，Guarantee that the seam between exterior wall cladding is neat，Surfaces of wall is smooth without projecting member，It is easy to produce and transport，After installation attractive in appearance and be not take up the interior space.The reserved gap more than the first transverse slat 1 thickness between head and first built-in connection of the first bolt 3, when the use of building later stage runs into variations in temperature or earthquake, relative displacement is produced between Vierendeel girder and exterior wall cladding, when this displacement produces, the first bolt 3 can be laterally or longitudinally movable in horizontal bar hole 2, screw rod 25 can be movable in through hole 24, offset the active force that connector self is produced by this displacement, it is ensured that connector is not damaged.This utility model forms connection node by the first transverse slat 1 on the top of Vierendeel girder and exterior wall cladding, and Vierendeel girder and exterior wall cladding can be in close contact, and are not required to preset clearance, is conducive to simplifying the construction procedure of building.
This utility model, can be at the second transverse slat 23 away from installing the 3rd nut 27 on the screw rod 25 of built-in connection side in order to limit the range of activity of screw rod 25.Operator can carry out the mobilizable scope of adjusting screw rod 25 by the spacing adjusting the 3rd nut 27 and the first nut 26, thus avoids the excessive movement of exterior wall cladding generation, and be prevented from screw rod 25 and deviate from from the first through hole 24.
This utility model in order to regulation exterior wall cladding bottom lateral attitude, following structure can be used: described first through hole 24 is bar hole, the length direction of bar hole be perpendicular to the first riser 21 and the second riser 22.Screw rod 25 in bar hole can transverse shifting, thus change the lateral attitude of exterior wall cladding, when earthquake occurs, anti seismic efficiency is more preferably.
First built-in connection described in the utility model and the second built-in connection can use various structures, such as can use screwed embedded sleeve barrel etc., wherein preferably structure is: described first built-in connection includes the first flat board 4, the second through hole 5 is offered on first flat board 4, the second nut 6 is installed in second through hole 5 side, the screw of the second nut 6 is connected by screw thread and the first bolt 3, and the first flat board 4 is installed the side of the second nut 6 and arranged the first pre-pile anchoring 7.Described second built-in connection includes the second flat board 28, and the second flat board 28 arranges the second pre-pile anchoring 29.Time pre-buried, the first flat board 4 and the second flat board 28 can flush with the surface of exterior wall cladding; prevent the situation that the concrete around connector is cracking; and the screw thread of the second nut 6 and inside can be formed protection, prevent from exterior wall cladding transportation produces damaged in collision connector.First pre-pile anchoring 7 described in the utility model and the second pre-pile anchoring 29 can take various forms, such as screw rod, crotch and with bulge loop or the cylinder etc. of dimpled grain.
This utility model can be used for the connection of concrete frame beam or steel framework beam and exterior wall cladding, when Vierendeel girder is steel construction, the first transverse slat 1 and first riser the 21, second riser 22 can use the modes such as welding, riveting or bolt connection be connected with Vierendeel girder；When Vierendeel girder is xoncrete structure, at the first transverse slat 1, first embedded body 10 can be set away from one end of horizontal bar hole 2, bottom first riser 21 and the second riser 22, the one end away from the first through hole 24 arranges the second embedded body 32, first embedded body 10 and built-in connection are positioned at the homonymy of transverse slat 1, when making the concrete frame beam of exterior wall cladding upper end, first embedded body 10 of the first transverse slat 1 is nuzzled in advance inside Vierendeel girder, realize the connection of the first transverse slat 1 and this Vierendeel girder, when making the concrete frame beam of exterior wall cladding lower end, second embedded body 32 is nuzzled in advance inside this Vierendeel girder, realize the connection of the second transverse slat and Vierendeel girder.
Claims (7)
- null1. Antiseismic building exterior wall cladding，Including plate body (101)，It is characterized in that: plate body (101) end face arranges at least 2 group the first built-in connections，The first transverse slat (1) is installed at plate body (101) top of each first built-in connection correspondence position，Horizontal bar hole (2) is offered in first transverse slat (1) one end，Laterally the length direction of bar hole (2) is parallel with the width of the first transverse slat (1)，Laterally in bar hole (2), the first bolt (3) is installed，First bolt (3) is connected with the screw on the first corresponding built-in connection by screw thread，Plate body (101) bottom inside offers at least 2 group grooves (33)，Each groove (33) end face is respectively provided with the second built-in connection，The first riser (21) and the second riser (22) being parallel to each other it is respectively provided with in each groove (33)，First riser (21) and the second riser (22) top are all connected with the second transverse slat (23)，The first through hole (24) is offered in second transverse slat (23) one end，Screw rod (25) is installed in the first through hole (24)，Screw rod (25) is connected with the second built-in connection away from one end of the first riser (21) and the second riser (22)，Second transverse slat (23) screw rod (25) near the second built-in connection side is upper installs the first nut (26).
- Antiseismic building exterior wall cladding the most according to claim 1, it is characterized in that: described first built-in connection includes the first flat board (4), the second through hole (5) is offered on first flat board (4), the second nut (6) is installed in second through hole (5) side, the screw of the second nut (6) is connected by screw thread and the first bolt (3), and the first flat board (4) is installed the side of the second nut (6) and arranged the first pre-pile anchoring (7).
- Antiseismic building exterior wall cladding the most according to claim 1, it is characterized in that: the first transverse slat (1) arranges the first embedded body (10) away from one end of horizontal bar hole (2), and the first embedded body (10) and the first built-in connection are positioned at the homonymy of the first transverse slat (1).
- Antiseismic building exterior wall cladding the most according to claim 1, it is characterised in that: the second transverse slat (23) is away from screw rod (25) upper installation the 3rd nut (27) of the second built-in connection side.
- Antiseismic building exterior wall cladding the most according to claim 1, it is characterised in that: described second built-in connection includes the second flat board (28), and the second flat board (28) arranges the second pre-pile anchoring (29).
- Antiseismic building exterior wall cladding the most according to claim 1, it is characterised in that: described first through hole (24) is bar hole, the length direction of bar hole be perpendicular to the first riser (21) and the second riser (22).
- Antiseismic building exterior wall cladding the most according to claim 1, it is characterised in that: bottom the first riser (21) and the second riser (22), the one end away from the first through hole (24) is all connected with the second embedded body (32).
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2016200533087 | 2016-01-20 | ||
| CN201620053308 | 2016-01-20 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205604527U true CN205604527U (en) | 2016-09-28 |
Family
ID=56326201
Family Applications (7)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620375067.8U Active CN205604464U (en) | 2016-01-20 | 2016-04-28 | Exterior wall cladding antidetonation is connecting piece down |
| CN201610275041.0A Active CN105756243B (en) | 2016-01-20 | 2016-04-28 | Antiseismic building exterior wall cladding |
| CN201620375063.XU Active CN205604524U (en) | 2016-01-20 | 2016-04-28 | Building antidetonation exterior wall cladding |
| CN201620375062.5U Active CN205604527U (en) | 2016-01-20 | 2016-04-28 | Building antidetonation exterior wall cladding |
| CN201620375060.6U Active CN205604538U (en) | 2016-01-20 | 2016-04-28 | Connecting piece in exterior wall cladding antidetonation |
| 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 Before (3)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620375067.8U Active CN205604464U (en) | 2016-01-20 | 2016-04-28 | Exterior wall cladding antidetonation is connecting piece down |
| CN201610275041.0A Active CN105756243B (en) | 2016-01-20 | 2016-04-28 | Antiseismic building exterior wall cladding |
| CN201620375063.XU Active CN205604524U (en) | 2016-01-20 | 2016-04-28 | Building antidetonation exterior wall cladding |
Family Applications After (3)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620375060.6U Active CN205604538U (en) | 2016-01-20 | 2016-04-28 | Connecting piece in exterior wall cladding antidetonation |
| 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 |
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| Country | Link |
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| CN (7) | CN205604464U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105756243A (en) * | 2016-01-20 | 2016-07-13 | 张波 | Anti-seismic exterior wall cladding for building |
Families Citing this family (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| 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 |
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| 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 |
| CN205604464U (en) * | 2016-01-20 | 2016-09-28 | 张波 | Exterior wall cladding antidetonation is connecting piece down |
-
2016
- 2016-04-28 CN CN201620375067.8U patent/CN205604464U/en active Active
- 2016-04-28 CN CN201610275041.0A patent/CN105756243B/en active Active
- 2016-04-28 CN CN201620375063.XU patent/CN205604524U/en active Active
- 2016-04-28 CN CN201620375062.5U patent/CN205604527U/en active Active
- 2016-04-28 CN CN201620375060.6U patent/CN205604538U/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
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105756243A (en) * | 2016-01-20 | 2016-07-13 | 张波 | Anti-seismic exterior wall cladding for building |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105756243B (en) | 2017-12-01 |
| CN105780972B (en) | 2018-03-02 |
| CN205604545U (en) | 2016-09-28 |
| CN105780972A (en) | 2016-07-20 |
| CN205604538U (en) | 2016-09-28 |
| CN105756243A (en) | 2016-07-13 |
| CN205604464U (en) | 2016-09-28 |
| CN205604524U (en) | 2016-09-28 |
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