CN215519271U - Be used for GSY outer wall board height to stride movement joint department connection structure - Google Patents
Be used for GSY outer wall board height to stride movement joint department connection structure Download PDFInfo
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- CN215519271U CN215519271U CN202121263618.9U CN202121263618U CN215519271U CN 215519271 U CN215519271 U CN 215519271U CN 202121263618 U CN202121263618 U CN 202121263618U CN 215519271 U CN215519271 U CN 215519271U
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- Prior art keywords
- layer
- wall panel
- deformation joint
- gsy
- floor slab
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- Expired - Fee Related
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- 239000010410 layer Substances 0.000 claims abstract description 103
- 239000011083 cement mortar Substances 0.000 claims abstract description 21
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 18
- 239000010959 steel Substances 0.000 claims abstract description 18
- 239000012945 sealing adhesive Substances 0.000 claims abstract description 17
- 238000009413 insulation Methods 0.000 claims abstract description 7
- 239000004033 plastic Substances 0.000 claims abstract description 4
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 4
- 239000011152 fibreglass Substances 0.000 claims abstract description 3
- 239000011241 protective layer Substances 0.000 claims description 14
- 238000004321 preservation Methods 0.000 claims description 13
- 239000011248 coating agent Substances 0.000 claims description 8
- 238000000576 coating method Methods 0.000 claims description 8
- 238000007789 sealing Methods 0.000 claims description 7
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 6
- 238000010030 laminating Methods 0.000 claims description 4
- 239000000565 sealant Substances 0.000 claims description 4
- 239000002023 wood Substances 0.000 claims description 4
- 239000000853 adhesive Substances 0.000 claims description 3
- 229910052742 iron Inorganic materials 0.000 claims description 3
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 claims description 3
- 239000003973 paint Substances 0.000 claims description 3
- 229920006327 polystyrene foam Polymers 0.000 claims description 3
- 210000003195 fascia Anatomy 0.000 claims 2
- 230000003014 reinforcing effect Effects 0.000 claims 2
- 239000000463 material Substances 0.000 claims 1
- 229920001296 polysiloxane Polymers 0.000 claims 1
- 239000003292 glue Substances 0.000 abstract description 5
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 5
- 238000010276 construction Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 239000011490 mineral wool Substances 0.000 description 2
- 239000004590 silicone sealant Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
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Abstract
The utility model provides a connecting structure for a GSY (plastic deformation board) outer wall board high-low span deformation joint, which comprises an outer wall board, a beam, a floor board, a short platform, a deformation joint, a telescopic board, a sealing adhesive layer, a waterproof layer, an additional waterproof layer and a cornice; a beam support is arranged below the end part of the floor slab, a short platform is built on the end part of the floor slab, the short platform, the beam and the floor slab are poured to form an integrated reinforced concrete structure, the height of the short platform is 50-60mm, and external wall panels are arranged on the outer sides of the floor slab and the beam; the external wall panel is a GSY (glass reinforced plastic) wall panel, deformation joints are preset between the external wall panel and the floor slab and between the external wall panel and the beam, and the external wall panel comprises a heat insulation layer, a steel wire mesh and a cement mortar layer; the deformation joint bottom adopts the expansion plate shutoff to connect, and expansion plate one end adopts steel nail cooperation wooden block to fix on the bottom of the beams face, is equipped with the filling layer in the deformation joint, and the filling layer top is equipped with the sealed processing of the sealed glue film of leading to length, and sealed glue film top surface flushes with short platform top surface.
Description
Technical Field
The utility model relates to the field of buildings, in particular to a connecting structure for a GSY outer wall plate high-low span deformation joint.
Background
The GSY board is a plate-shaped structure consisting of a steel wire mesh frame, a rock wool board core, web fibers and cement mortar sprayed on the surface of the rock wool board core, is commonly used for non-bearing external walls and internal walls in common civil buildings and industrial building engineering of new construction, reconstruction and extension, and has the performances of heat preservation, heat insulation, earthquake resistance, sound insulation and light weight; the existing GSY outer wall plate height deformation joint is generally directly filled with foam and is matched with a deformation joint cover plate to be plugged and connected, but the deformation joint often has a water leakage phenomenon, and the construction connection treatment is poor.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a connecting structure for a high-low span deformation joint of a GSY (plastic deformation board) outer wall board, aiming at the defects and the defects of the prior art, by adopting the structure, a full-length cornice is preset above the outer wall board, a waterproof layer and an additional waterproof layer are arranged for covering and connecting, a cement mortar inclined plane is arranged to be matched with a heat-insulation protective layer to remove rainwater at the deformation joint, a sealing glue layer is matched for waterproof treatment, a filling layer is arranged in the deformation joint, a telescopic plate is arranged at the bottom of the deformation joint to be matched with the deformation joint for deformation, the waterproofness is good, and the water leakage phenomenon of the high-low deformation joint of the GSY outer wall board is avoided.
In order to achieve the purpose, the utility model adopts the technical scheme that: a connecting structure for a GSY outer wall plate high-low span deformation joint comprises an outer wall plate, a beam, a floor slab, a short platform, a deformation joint, a telescopic plate, a sealing adhesive layer, a waterproof layer, an additional waterproof layer and a cornice; a beam support is arranged below the end part of the floor slab, a short platform is built on the end part of the floor slab, the short platform, the beam and the floor slab are poured to form an integrated reinforced concrete structure, the height of the short platform is 50-60mm, and external wall panels are arranged on the outer sides of the floor slab and the beam; the external wall panel is a GSY (glass reinforced plastic) wall panel, deformation joints are preset between the external wall panel and the floor slab and between the external wall panel and the beam, and the external wall panel comprises a heat insulation layer, a steel wire mesh and a cement mortar layer; the bottom of the deformation joint is plugged and connected by adopting a telescopic plate, one end of the telescopic plate is fixed on the bottom surface of the beam by adopting a steel nail and a wood pad, a filling layer is arranged in the deformation joint, the top of the filling layer is provided with a through long sealing adhesive layer for sealing treatment, and the top surface of the sealing adhesive layer is flush with the top surface of the short platform; the building has been built on the floor cement mortar protective layer, the floor heat preservation has been laid in the laminating on the protective layer, the building has been built on the floor heat preservation one deck cement mortar heat preservation inoxidizing coating, the heat preservation inoxidizing coating extends to cover the sealing adhesive layer and has been built one deck cement mortar inclined plane at outer wall panel surface through long, the heat preservation inoxidizing coating is equipped with the water guide slope of deformation joint dorsad, the laminating has been laid the waterproof layer on the heat preservation inoxidizing coating, waterproof layer cover deformation joint top upwards extends along the outer wallboard, waterproof layer extension covers cement mortar inclined plane top and adopts the steel nail to fix the eaves bottom surface on the outer wall panel inboard surface, and adopt the sealing adhesive layer to seal at the steel nail fixed department and handle, the corresponding deformation joint corner department in waterproof layer below is equipped with additional waterproof layer, additional waterproof layer is laid 300mm at least and is extended to lay the eaves bottom and is fixed with the waterproof layer in the corner department both sides.
Preferably, the cornice is internally provided with reinforcing steel bars, the reinforcing steel bars are connected with the steel wire meshes on the inner sides of the external wall panels, and the cornice is arranged along the entire length of the external wall panels.
Preferably, the waterproof layer and the additional waterproof layer are self-adhesive waterproof roll waterproof layers.
Preferably, the sealant layer is a weather-resistant waterproof silicone sealant layer.
Preferably, the filling layer is a polystyrene foam filling layer.
Preferably, the expansion plate is made of a corrugated galvanized iron sheet, and the surface of the expansion plate is coated with an anti-rust paint layer.
The utility model has the beneficial effects that: by adopting the structure, the full-length cornice is preset above the outer wall plate, the waterproof layer and the additional waterproof layer are arranged for covering connection, the cement mortar inclined plane is arranged to be matched with the heat-insulation protective layer to remove rainwater at the deformation joint, the sealing adhesive layer is matched to perform waterproof treatment, the filling layer is arranged in the deformation joint, the expansion plate is arranged at the bottom of the deformation joint to be matched with the deformation joint to deform, the waterproof performance is good, and the water leakage phenomenon of the high-low deformation joint of the GSY outer wall plate is avoided.
Drawings
The accompanying drawings, which are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this application, illustrate embodiment(s) of the utility model and together with the description serve to explain the principles of the utility model.
Fig. 1 is a schematic view of a connecting structure at a high-low span deformation joint for a GSY exterior wall panel.
Wherein: the concrete comprises the following components, by weight, 1 is an external wall panel, 2 is a beam, 3 is a floor slab, 4 is a short platform, 5 is a deformation joint, 6 is a telescopic plate, 7 is a sealing adhesive layer, 8 is a filling layer, 9 is a sealing adhesive layer, 10 is a heat-insulating protective layer, 11 is a floor slab heat-insulating layer, 12 is a waterproof layer, 13 is an additional waterproof layer, 14 is a cornice, 1-1 is a heat-insulating layer, 1-2 is a steel wire mesh, 1-3 is a cement mortar layer, 3-1 is a protective layer, 6-1 is a wood pad, 10-1 is a cement mortar inclined plane, and 14-1 is a reinforcing steel bar.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
As shown in the figure, the connecting structure for the GSY outer wall plate high-low span deformation joint comprises an outer wall plate 1, a beam 2, a floor plate 3, a short platform 4, a deformation joint 5, a telescopic plate 6, a sealant layer 7, a waterproof layer 12, an additional waterproof layer 13 and a cornice 14; a beam 2 support is arranged below the end part of the floor slab 3, a short platform 4 is built on the end part of the floor slab 3, the short platform 4, the beam 2 and the floor slab 3 are poured to form an integrated reinforced concrete structure, the height of the short platform 4 is 50-60mm, and external wall panels 1 are arranged on the outer sides of the floor slab 3 and the beam 2; the external wall panel 1 is a GSY (plastic deformation board) wall panel, deformation joints 5 are preset between the external wall panel 1 and the floor slab 3 and between the external wall panel 1 and the beam 2, and the external wall panel 1 comprises an insulating layer 1-1, a steel wire mesh 1-2 and a cement mortar layer 1-3; the bottom of the deformation joint 5 is sealed and connected by adopting a telescopic plate 6, one end of the telescopic plate 6 is fixed on the bottom surface of the beam 2 by adopting a steel nail matched with a wood pad 6-1, a filling layer 8 is arranged in the deformation joint 5, the top of the filling layer 8 is provided with a through long sealing glue layer 9 for sealing treatment, and the top surface of the sealing glue layer 9 is flush with the top surface of the short platform 4; a cement mortar protective layer 3-1 is constructed on the floor slab 3, a floor slab heat-insulating layer 11 is laid on the protective layer 3-1 in a joint mode, a cement mortar heat-insulating protective layer 10 is constructed on the floor slab heat-insulating layer 11, the heat-insulating protective layer 10 extends to cover a sealing adhesive layer 9 and a cement mortar inclined plane 10-1 is constructed on the surface of the outer wall slab 1 in a through mode, the heat-insulating protective layer 10 is provided with a water guide slope opposite to a deformation joint 5, a waterproof layer 12 is laid on the heat-insulating protective layer 10 in a joint mode, the waterproof layer 12 covers the top of the deformation joint 5 and extends upwards along the outer wall slab 1, the extending part of the waterproof layer 12 covers the top of the cement mortar inclined plane 10-1 and is fixed to the bottom surface of an eave 14 on the inner side surface of the outer wall slab 1 through steel nails, the sealing adhesive layer 7 is used for sealing treatment at the fixing position of the steel nails, an additional waterproof layer 13 is arranged below the waterproof layer 12 corresponding to the corner of the deformation joint 5, the additional waterproof layer 13 is at least 300mm and is laid on two sides of the corner, and the bottom of the eave 14 and extends to be the same as the waterproof layer 12 And (4) fixing.
During specific implementation, reinforcing steel bars 14-1 are arranged in the cornice 14, the reinforcing steel bars 14-1 are connected with the steel wire meshes 1-2 on the inner sides of the external wall panels 1, and the cornice 14 is arranged along the whole length of the external wall panels 1.
In specific implementation, the waterproof layer 12 and the additional waterproof layer 13 are self-adhesive waterproof roll waterproof layers.
In specific implementation, the sealant layer 9 is a weather-resistant waterproof silicone sealant layer.
In specific implementation, the filling layer 8 is a polystyrene foam filling layer.
In specific implementation, the expansion plate 6 is a corrugated galvanized sheet iron, and the surface of the expansion plate 6 is coated with an anti-rust paint layer.
Claims (6)
1. The utility model provides a be used for GSY outer wall board height to stride movement joint department connection structure which characterized in that: comprises an external wall panel, a beam, a floor slab, a short platform, a deformation joint, a retractable plate, a sealant layer, a waterproof layer, an additional waterproof layer and a cornice; a beam support is arranged below the end part of the floor slab, a short platform is built on the end part of the floor slab, the short platform, the beam and the floor slab are poured to form an integrated reinforced concrete structure, the height of the short platform is 50-60mm, and external wall panels are arranged on the outer sides of the floor slab and the beam; the external wall panel is a GSY (glass reinforced plastic) wall panel, deformation joints are preset between the external wall panel and the floor slab and between the external wall panel and the beam, and the external wall panel comprises a heat insulation layer, a steel wire mesh and a cement mortar layer; the bottom of the deformation joint is plugged and connected by adopting a telescopic plate, one end of the telescopic plate is fixed on the bottom surface of the beam by adopting a steel nail and a wood pad, a filling layer is arranged in the deformation joint, the top of the filling layer is provided with a through long sealing adhesive layer for sealing treatment, and the top surface of the sealing adhesive layer is flush with the top surface of the short platform; the building has been built on the floor cement mortar protective layer, the floor heat preservation has been laid in the laminating on the protective layer, the building has been built on the floor heat preservation one deck cement mortar heat preservation inoxidizing coating, the heat preservation inoxidizing coating extends to cover the sealing adhesive layer and has been built one deck cement mortar inclined plane at outer wall panel surface through long, the heat preservation inoxidizing coating is equipped with the water guide slope of deformation joint dorsad, the laminating has been laid the waterproof layer on the heat preservation inoxidizing coating, waterproof layer cover deformation joint top upwards extends along the outer wallboard, waterproof layer extension covers cement mortar inclined plane top and adopts the steel nail to fix the eaves bottom surface on the outer wall panel inboard surface, and adopt the sealing adhesive layer to seal at the steel nail fixed department and handle, the corresponding deformation joint corner department in waterproof layer below is equipped with additional waterproof layer, additional waterproof layer is laid 300mm at least and is extended to lay the eaves bottom and is fixed with the waterproof layer in the corner department both sides.
2. The connecting structure for the GSY exterior wall panel at the high-low span deformation joint according to claim 1, wherein: cornice is furnished with the reinforcing bar in, and the reinforcing bar is connected with the inboard wire net of side fascia, and cornice leads to long setting along the side fascia.
3. The connecting structure for the GSY exterior wall panel at the high-low span deformation joint according to claim 1, wherein: the waterproof layer and the additional waterproof layer are self-adhesive waterproof coiled material waterproof layers.
4. The connecting structure for the GSY exterior wall panel at the high-low span deformation joint according to claim 1, wherein: the sealing adhesive layer is a weather-resistant waterproof silicone sealing adhesive layer.
5. The connecting structure for the GSY exterior wall panel at the high-low span deformation joint according to claim 1, wherein: the filling layer is a polystyrene foam plastic filling layer.
6. The connecting structure for the GSY exterior wall panel at the high-low span deformation joint according to claim 1, wherein: the expansion plate is a corrugated galvanized sheet iron, and the surface of the expansion plate is coated with an anti-rust paint layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121263618.9U CN215519271U (en) | 2021-06-07 | 2021-06-07 | Be used for GSY outer wall board height to stride movement joint department connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121263618.9U CN215519271U (en) | 2021-06-07 | 2021-06-07 | Be used for GSY outer wall board height to stride movement joint department connection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215519271U true CN215519271U (en) | 2022-01-14 |
Family
ID=79807047
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121263618.9U Expired - Fee Related CN215519271U (en) | 2021-06-07 | 2021-06-07 | Be used for GSY outer wall board height to stride movement joint department connection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215519271U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114908903A (en) * | 2022-03-14 | 2022-08-16 | 中建二局装饰工程有限公司 | A curtain wall in northern Shaanxi style |
-
2021
- 2021-06-07 CN CN202121263618.9U patent/CN215519271U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114908903A (en) * | 2022-03-14 | 2022-08-16 | 中建二局装饰工程有限公司 | A curtain wall in northern Shaanxi style |
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| 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: 20220114 |