CN208235862U - A kind of perpendicular dress mounting structure of building exterior wall panel - Google Patents
A kind of perpendicular dress mounting structure of building exterior wall panel Download PDFInfo
- Publication number
- CN208235862U CN208235862U CN201820148569.6U CN201820148569U CN208235862U CN 208235862 U CN208235862 U CN 208235862U CN 201820148569 U CN201820148569 U CN 201820148569U CN 208235862 U CN208235862 U CN 208235862U
- Authority
- CN
- China
- Prior art keywords
- angle steel
- side fascia
- type connector
- exterior wall
- wall panel
- 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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Abstract
The utility model discloses a kind of perpendicular 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 are fixed in the structural steel beam by link block one and link block two；The link block one is by the Z-type connector one on the inside of the Side fascia, the load-bearing angle steel welded with the Z-type connector one, the switching angle steel with load-bearing angle steel welding, constitutes with the fixation angle steel of the switching angle steel welding；The link block two is made of Z-type connector two, the elongated angle steel welded with the Z-type connector two, the fixation angle steel welded with the elongated angle steel；The fixed angle steel is welded in the structural steel beam；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 vibration of Side fascia, is effectively evaded plate fracture or the generation of obscission.
Description
Technical field
The utility model relates to external wall board mounting structure field, the perpendicular dress of especially a kind of building exterior wall panel installs knot
Structure.
Background technique
Dry hung granite board width very little on the market, area are usually no more than 1.5 ㎡, the building building of 4m high for conventional layer
Layer, with its construction and installation, low efficiency；For will receive 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 perpendicular 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 perpendicular 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 one and link block two, the link block one is described outer by being arranged in
Z-type connector one on the inside of wallboard, turn with the load-bearing angle steel of the Z-type connector one welding and load-bearing angle steel welding
Angle steel, the fixation angle steel composition with the switching angle steel welding are connect, the link block two is by being arranged in the Z on the inside of the Side fascia
Type connector two is constituted with the elongated angle steel of the Z-type connector two welding, with the fixation angle steel of the elongated angle steel welding,
The fixed angle steel is welded in the structural steel beam, and there are plate stitch, plate stitch inside filled and process between the Side fascia
Stick and its outside clogged with weather proofing silicone sealant.
The Z-type connector one includes part one and part two with the Z-type connector two, and the part one is arranged with the part two
In the Side fascia inner wall two sides and its be bolted together.
There are two the link blocks one and it is set to the Side fascia bottom, and there are two the link blocks two and it is arranged
At the top of the Side fascia.
The fixed angle steel is specification 50mmx50mmx6mm, and the angle steel of length 100mm, the fixed angle steel is with 600mm's
It is equidistantly welded in the structural steel beam, welds elongated 50x50x6 load-bearing angle steel on switching angle steel.
The switching angle steel is specification 50mmx50mmx6mm, the angle steel of length 80mm.
The load-bearing angle steel is the angle steel of specification 50mmx50mmx6mm, and the load-bearing angle steel is welded on described turn on one side
It connects on angle steel, the Side fascia is lifted in another side.
The elongated angle steel is the angle steel of specification 50mmx50mmx6mm, and being welded on one side for the elongated angle steel is described solid
Determine on angle steel, another side is welded on the Z-type connector two.
Thermal insulation material is filled in wall where the structural steel beam.
It is connect the beneficial effect is that Z-type connector passes through a bolt with Side fascia, remains Z-type connector and exist
It is disconnected effectively to evade plate to avoid rigidity vibration of the Side fascia in earthquake for axial freedom on Side fascia inner surface
It splits or the generation of obscission.
Detailed description of the invention
Fig. 1 is the vertical structure schematic diagram of the utility model；
Fig. 2 is B- schematic enlarged-scale view in Fig. 1；
Fig. 3 is A- schematic enlarged-scale view in Fig. 1；
Fig. 4 is the transverse structure 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, elongated angle steel；5, fixed angle steel；6, Side fascia；7, thermal insulation material；
8, foam rods；9, weather proofing silicone sealant；10, load-bearing angle steel；11, switching angle steel；12, concrete floor；13, structural steel beam；14,
Z-type connector two；15, link block two；16, link block one；17, Z-type connector one；18, plate stitch.
Specific embodiment
The utility model is specifically described with reference to the accompanying drawing, as shown in Figs. 1-5, a kind of perpendicular dress of building exterior wall panel
Mounting structure including concrete floor (12), the structural steel beam (13) that is fixed on concrete floor (12) bottom surface, is placed in structural steel
The Side fascia (6) of wall outer side where beam (13), the Side fascia (6) are fixed by link block one (16) and link block two (15)
In on the structural steel beam (13), the link block one (16) is by being arranged in the Z-type connector one on the inside of the Side fascia (6)
(17), the switching angle steel welded with the load-bearing angle steel (10) of the Z-type connector one (17) welding and the load-bearing angle steel (10)
(11), the fixation angle steel (5) with switching angle steel (11) welding is constituted, and the link block two (15) is by being arranged in the exterior wall
Z-type connector two (14) on the inside of plate (6), with the elongated angle steel (4) of the Z-type connector two (14) welding, with it is described elongated
The fixation angle steel (5) of angle steel (4) welding is constituted, and the fixed angle steel (5) is welded on the structural steel beam (13), the exterior wall
There are plate stitch (18) between plate (6), the internal filled and process stick (8) of the plate stitch (18) and its outside use weather proofing silicone sealant
(9) it clogs, the Z-type connector one (17) and the Z-type connector two (14) include part one (1) and part two (3), the part
One (1) and the part two (3) are set to the two sides of the Side fascia (6) inner wall and it is linked together by bolt (2), Z-type
Connector passes through a bolt and connect with Side fascia, remains axial freedom of the Z-type connector on Side fascia inner surface,
To avoid rigidity vibration of the Side fascia in earthquake, effectively evade plate fracture or the generation of obscission, the connection
There are two blocks one (16) and it is set to the Side fascia (6) bottom, and there are two the link blocks two (15) and it is set to institute
It states at the top of Side fascia (6)；The fixed angle steel (5) is specification 50mmx50mmx6mm, the angle steel of length 100mm, the fixed angles
Steel (5) is equidistantly welded on the structural steel beam (13) with 600mm's；The switching angle steel (11) is specification
50mmx50mmx6mm, the angle steel of length 80mm；The load-bearing angle steel (10) is the angle steel of specification 50mmx50mmx6mm, described to hold
Weight angle steel (10) is welded on one side on the switching angle steel (11), and the Side fascia (6) are lifted in another side；The elongated angle steel
(4) angle steel for being specification 50mmx50mmx6mm, the elongated angle steel (4) are welded on one side on the fixed angle steel (5), separately
It is welded on one side with the Z-type connector two (14)；Thermal insulation material (7) are filled in wall where the structural steel beam (13).
Working principle:
Part one is placed in Side fascia inner cavity, and part two is placed in Side fascia inner wall, then the two is connected to by bolt
Together, bolt wouldn't be tightened, and Z-type connector one and Z-type connector two are installed according to shown in Fig. 5；
It, will by fixed angle steel, switching angle steel, load-bearing angle steel according to composition link block one is welded together shown in Fig. 2 or Fig. 4
Link block one and link block two are welded on by fixed angle steel, elongated angle steel according to composition link block two is welded together shown in Fig. 3
In structural steel beam；
Mounted Side fascia is placed on load-bearing angle steel, while rides over the button of Z-type connector one on load-bearing angle steel simultaneously
Spot welding makes the button of Z-type connector two ride over simultaneously spot welding on elongated angle steel, the bolt of Z-type connector is tightened, to complete outside one piece
Then the installation of wallboard in the same manner installs multiple Side fascias, the plate stitch between Side fascia is clogged with foam rods,
It is sealed outside it with weather proofing silicone sealant, completes the integral installation of Side fascia.
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 them part may be made, and belong to the utility model
Protection scope within.
Claims (8)
1. a kind of perpendicular dress mounting structure of building exterior wall panel, including concrete floor (12), it is fixed on concrete floor (12) bottom surface
Structural steel beam (13), be placed in the Side fascia (6) of wall outer side where structural steel beam (13), which is characterized in that the exterior wall
Plate (6) is fixed on the structural steel beam (13) by link block one (16) and link block two (15), the link block one (16)
By the Z-type connector one (17) on the inside of the Side fascia (6), the load-bearing angle with the Z-type connector one (17) welding is arranged in
Steel (10), the fixation angle steel with the switching angle steel (11) of the load-bearing angle steel (10) welding and switching angle steel (11) welding
(5) it constitutes, the link block two (15) is by being arranged in Z-type connector two (14) and the Z-type on the inside of the Side fascia (6)
The elongated angle steel (4) of connector two (14) welding, fixation angle steel (5) composition with elongated angle steel (4) welding, the fixation
Angle steel (5) is welded on the structural steel beam (13), and there are plate stitch (18) between the Side fascia (6), the plate stitch (18) is interior
Portion's filled and process stick (8) and its external weather proofing silicone sealant (9) filling.
2. a kind of perpendicular dress mounting structure of building exterior wall panel according to claim 1, which is characterized in that the Z-type connection
Part one (17) and the Z-type connector two (14) include part one (1) and part two (3), the part one (1) and the part two (3)
It is set to the two sides of the Side fascia (6) inner wall and it is linked together by bolt (2).
3. a kind of perpendicular dress mounting structure of building exterior wall panel according to claim 1, which is characterized in that the link block one
(16) there are two and it is set to the Side fascia (6) bottom, and there are two the link blocks two (15) and it is set to outside described
At the top of wallboard (6).
4. a kind of perpendicular dress mounting structure of building exterior wall panel according to claim 1, which is characterized in that the fixed angle steel
It (5) is specification 50mmx50mmx6mm, the angle steel of length 100mm, the fixed angle steel (5) is equidistantly welded on institute with 600mm's
It states on structural steel beam (13).
5. a kind of perpendicular dress mounting structure of building exterior wall panel according to claim 1, which is characterized in that the switching angle steel
It (11) is specification 50mmx50mmx6mm, the angle steel of length 80mm.
6. a kind of perpendicular dress mounting structure of building exterior wall panel according to claim 1, which is characterized in that the load-bearing angle steel
(10) angle steel for being specification 50mmx50mmx6mm, the load-bearing angle steel (10) are welded on one side on the switching angle steel (11),
Lift the Side fascia (6) in another side.
7. a kind of perpendicular dress mounting structure of building exterior wall panel according to claim 1, which is characterized in that the elongated angle steel
(4) angle steel for being specification 50mmx50mmx6mm, the elongated angle steel (4) are welded on one side on the fixed angle steel (5), separately
It is welded on one side with the Z-type connector two (14).
8. a kind of perpendicular dress mounting structure of building exterior wall panel according to claim 1, which is characterized in that the structural steel beam
(13) thermal insulation material (7) are filled in wall where.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820148569.6U CN208235862U (en) | 2018-01-29 | 2018-01-29 | A kind of perpendicular dress mounting structure of building exterior wall panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820148569.6U CN208235862U (en) | 2018-01-29 | 2018-01-29 | A kind of perpendicular dress mounting structure of building exterior wall panel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208235862U true CN208235862U (en) | 2018-12-14 |
Family
ID=64578346
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820148569.6U Expired - Fee Related CN208235862U (en) | 2018-01-29 | 2018-01-29 | A kind of perpendicular dress mounting structure of building exterior wall panel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208235862U (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 CN201820148569.6U patent/CN208235862U/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: 20181214 Termination date: 20210129 |