CN208023879U - A kind of horizontal dress mounting structure of building exterior wall panel - Google Patents
A kind of horizontal dress mounting structure of building exterior wall panel Download PDFInfo
- Publication number
- CN208023879U CN208023879U CN201820148560.5U CN201820148560U CN208023879U CN 208023879 U CN208023879 U CN 208023879U CN 201820148560 U CN201820148560 U CN 201820148560U CN 208023879 U CN208023879 U CN 208023879U
- Authority
- CN
- China
- Prior art keywords
- steel
- side fascia
- wall panel
- exterior wall
- mounting structure
- 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
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- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model discloses a kind of horizontal dress mounting structures of building exterior wall panel, including concrete floor, it is fixed on the structural steel beam of concrete floor bottom surface, the Side fascia of wall outer side where being placed in structural steel beam, the Side fascia is fixed on by link block in the structural steel beam, the link block is by the Z-type connector that is arranged on the inside of the Side fascia, with the angle cleat of Z-type connector welding, with the elongated square steel of angle cleat welding, it is constituted with the fixation angle steel of the elongated square steel welding, the fixed angle steel is welded in the structural steel beam, the elongated square steel is welded with load-bearing angle steel on the surface of the Side fascia；Z-type connector is connect by a bolt with Side fascia, and axial freedom of the Z-type connector on Side fascia inner surface is remained, and is avoided the rigidity vibrations of Side fascia, is effectively evaded plank fracture or the generation of obscission.
Description
Technical field
The utility model is related to external wall board mounting structure field, the horizontal dress installation knot of especially a kind of building exterior wall panel
Structure.
Background technology
Dry hung granite board width very little on the market, area are usually no more than 1.5 ㎡, for the building building of conventional floor height 4m
Layer, with its construction and installation, efficiency is low；For meeting by the building under the influence of the vibration environments such as earthquake, the structure of routine building object
Therefore component can be subjected to displacement variation, if displacement is larger, it is possible to make the wallboard being fixed thereon that fracture occur even
Obscission.
Utility model content
Purpose of the utility model is to solve the above problems, devise a kind of horizontal dress installation knot of building exterior wall panel
Structure.
Realize that above-mentioned purpose the technical solution of the utility model is a kind of horizontal dress mounting structure of building exterior wall panel, including
Concrete floor, the structural steel beam for being fixed on concrete floor bottom surface, the Side fascia for being placed in structural steel beam place wall outer side, institute
It states Side fascia to be fixed in the structural steel beam by link block, the link block is by being arranged the Z-type on the inside of the Side fascia
Connector, with the Z-type connector welding angle cleat, with the angle cleat weld elongated square steel, with it is described elongated
The fixation angle steel of square steel welding is constituted, and the fixed angle steel is welded in the structural steel beam, and the elongated square steel is close to described
Load-bearing angle steel is welded on the surface of Side fascia.
There are plate stitch between the Side fascia, inside the plate stitch filled and process stick and its outside use weather proofing silicone sealant
Filling.
The Z-type connector includes part one and part two, and the part one is set to the Side fascia inner wall with the part two
Both sides and its be bolted together.
The Z-type connector totally four and its be set on the quadrangle of the Side fascia.
The fixed angle steel is specification 50mmx50mmx6mm, the angle steel of length 100mm.
The elongated square steel is the square steel of specification 50mmx50mmx5mm, side and the fixed angles of the elongated square steel
Steel welds, and the other side is welded with angle cleat and load-bearing angle steel.
The load-bearing angle steel is specification 25mmx40mmx4mm, and length is the angle steel of 50mm, one side of the load-bearing angle steel
It is welded on the elongated square steel, the Side fascia is lifted in another side.
Where the structural steel beam thermal insulation material is filled in wall.
Advantage is that Z-type connector is connect by a bolt with Side fascia, remains Z-type connector and exists
It is disconnected effectively to evade plank to avoid rigidity vibrations of the Side fascia in earthquake for axial freedom on Side fascia inner surface
It splits or the generation of obscission.
Description of the drawings
Fig. 1 is the vertical structure schematic diagram of the utility model；
Fig. 2 is B- schematic enlarged-scale views in Fig. 1；
Fig. 3 is A- schematic enlarged-scale views in Fig. 1；
Fig. 4 is the transversary schematic diagram of the utility model；
Fig. 5 is the Side fascia connector layout drawing of the utility model；
In figure, 1, part one；2, bolt；3, part two；4, angle cleat；5, fixed angle steel；6, Side fascia；7, structural steel beam；
8, foam rods；9, weather proofing silicone sealant；10, plate stitch；11, load-bearing angle steel；12, elongated square steel；13, concrete floor；14, it keeps the temperature
Material；15, Z-type connector；16, link block.
Specific implementation mode
The utility model is specifically described below in conjunction with the accompanying drawings, as shown in Figs. 1-5, a kind of horizontal dress of building exterior wall panel
Mounting structure, including concrete floor (13), be fixed on concrete floor (13) bottom surface structural steel beam (7), be placed in structural steel
The Side fascia (6) of wall outer side, the Side fascia (6) are fixed on the structural steel beam (7) by link block (16) where beam (7)
On, the link block (16) is by the Z-type connector (15) being arranged on the inside of the Side fascia (6) and the Z-type connector (15)
The angle cleat (4) of welding is welded with the elongated square steel (12) of the angle cleat (4) welding, with the elongated square steel (12)
Fixation angle steel (5) constitute, the fixed angle steel (5) is welded in the structural steel beam (7), and the elongated square steel (12) is close
It is welded with load-bearing angle steel (11) on the surface of the Side fascia (6)；There are plate stitch (10), the plates between the Side fascia (6)
Stitch (10) internal filled and process stick (8) and its external weather proofing silicone sealant (9) filling；The Z-type connector (15) includes
Part one (1) and part two (3), the part one (1) and the part two (3) are set to the both sides of the Side fascia (6) inner wall and it is logical
It crosses bolt (2) to link together, Z-type connector is connect by a bolt with Side fascia, remains Z-type connector in exterior wall
Axial freedom on plate inner surface, to avoid Side fascia in earthquake rigidity vibrations, effectively evade plank fracture or
The generation of obscission；The Z-type connector (15) totally four and its be set on the quadrangle of the Side fascia (6)；It is described solid
It is specification 50mmx50mmx6mm, the angle steel of length 100mm to determine angle steel (5)；The elongated square steel (12) is specification
The square steel of 50mmx50mmx5mm, the side of the elongated square steel (12) are welded with the fixed angle steel (5), the other side with it is described
Angle cleat (4) and the load-bearing angle steel (11) welding；The load-bearing angle steel (11) is specification 25mmx40mmx4mm, and length is
The angle steel of 50mm, the load-bearing angle steel (11) are welded on one side on the elongated square steel (12), and another side is lifted described outer
Wallboard (6)；Where the structural steel beam (7) thermal insulation material (14) is filled in wall.
Operation principle：
Part one is positioned over Side fascia inner cavity, and part two is positioned over Side fascia inner wall, then the two is connected to by bolt
Together, bolt wouldn't be tightened, and Z-type connector is installed according to shown in Fig. 5；
Angle steel, elongated square steel will be fixed, angle cleat will be held according to composition link block is welded together shown in Fig. 1 or Fig. 4
Weight angle steel is welded on elongated square steel, and link block is welded in structural steel beam；
Mounted Side fascia is positioned on load-bearing angle steel, while Z-type connector button being made to ride on angle cleat and point
Weldering, the bolt of Z-type connector is tightened, to complete the installation of one block of Side fascia, then in the same manner by multiple exterior walls
Plate installs, and the plate stitch between Side fascia is clogged with foam rods, outside sealed with weather proofing silicone sealant, complete Side fascia
Integral installation.
Above-mentioned technical proposal only embodies the optimal technical scheme of technical solutions of the utility model, the technology of the art
Personnel embody the principles of the present invention to some variations that some of which part may be made, and belong to the utility model
Protection domain within.
Claims (8)
1. a kind of horizontal dress mounting structure of building exterior wall panel, including concrete floor (13), it is fixed on concrete floor (13) bottom surface
Structural steel beam (7), be placed in the Side fascia (6) of wall outer side where structural steel beam (7), which is characterized in that the Side fascia
(6) it is fixed in the structural steel beam (7) by link block (16), the link block (16) is by being arranged in the Side fascia (6)
The Z-type connector (15) of inside is welded with the angle cleat (4) of the Z-type connector (15) welding, with the angle cleat (4)
The elongated square steel (12) connect, the fixation angle steel (5) welded with the elongated square steel (12) are constituted, fixed angle steel (5) welding
In in the structural steel beam (7), the elongated square steel (12) is welded with load-bearing angle steel on the surface of the Side fascia (6)
(11)。
2. a kind of horizontal dress mounting structure of building exterior wall panel according to claim 1, which is characterized in that the Side fascia
(6) there are plate stitch (10), the internal filled and process stick (8) of the plate stitch (10) and its external weather proofing silicone sealants (9) between
Filling.
3. a kind of horizontal dress mounting structure of building exterior wall panel according to claim 1, which is characterized in that the Z-type connection
Part (15) includes part one (1) and part two (3), and the part one (1) is set to the Side fascia (6) inner wall with the part two (3)
Both sides and its linked together by bolt (2).
4. a kind of horizontal dress mounting structure of building exterior wall panel according to claim 1, which is characterized in that the Z-type connection
Part (15) totally four and its be set on the quadrangle of the Side fascia (6).
5. a kind of horizontal dress mounting structure of building exterior wall panel according to claim 1, which is characterized in that the fixed angle steel
(5) it is specification 50mmx50mmx6mm, the angle steel of length 100mm.
6. a kind of horizontal dress mounting structure of building exterior wall panel according to claim 1, which is characterized in that the elongated square steel
(12) square steel for being specification 50mmx50mmx5mm, the side of the elongated square steel (12) are welded with the fixed angle steel (5), separately
It is welded with the angle cleat (4) and the load-bearing angle steel (11) side.
7. a kind of horizontal dress mounting structure of building exterior wall panel according to claim 1, which is characterized in that the load-bearing angle steel
(11) it is specification 25mmx40mmx4mm, length is the angle steel of 50mm, and being welded on one side for the load-bearing angle steel (11) is described logical
In rectangular steel (12), the Side fascia (6) is lifted in another side.
8. a kind of horizontal dress mounting structure of building exterior wall panel according to claim 1, which is characterized in that the structural steel beam
(7) where thermal insulation material (14) is filled in wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820148560.5U CN208023879U (en) | 2018-01-29 | 2018-01-29 | A kind of horizontal dress mounting structure of building exterior wall panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820148560.5U CN208023879U (en) | 2018-01-29 | 2018-01-29 | A kind of horizontal dress mounting structure of building exterior wall panel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208023879U true CN208023879U (en) | 2018-10-30 |
Family
ID=63903407
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820148560.5U Expired - Fee Related CN208023879U (en) | 2018-01-29 | 2018-01-29 | A kind of horizontal dress mounting structure of building exterior wall panel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208023879U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112922257A (en) * | 2021-01-25 | 2021-06-08 | 山西建投晋东南建筑产业有限公司 | ECP wallboard mounting construction method |
-
2018
- 2018-01-29 CN CN201820148560.5U patent/CN208023879U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112922257A (en) * | 2021-01-25 | 2021-06-08 | 山西建投晋东南建筑产业有限公司 | ECP wallboard mounting construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181030 Termination date: 20210129 |