CN210288721U - Equal-height deformation joint waterproof structure - Google Patents
Equal-height deformation joint waterproof structure Download PDFInfo
- Publication number
- CN210288721U CN210288721U CN201920353536.XU CN201920353536U CN210288721U CN 210288721 U CN210288721 U CN 210288721U CN 201920353536 U CN201920353536 U CN 201920353536U CN 210288721 U CN210288721 U CN 210288721U
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- China
- Prior art keywords
- layer
- deformation joint
- concrete
- waterproof layer
- retaining wall
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- 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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- 239000010410 layer Substances 0.000 claims abstract description 77
- 239000004567 concrete Substances 0.000 claims abstract description 47
- 229910001335 Galvanized steel Inorganic materials 0.000 claims abstract description 20
- 239000008397 galvanized steel Substances 0.000 claims abstract description 20
- 239000012790 adhesive layer Substances 0.000 claims abstract description 7
- 238000010276 construction Methods 0.000 claims abstract description 5
- 239000012945 sealing adhesive Substances 0.000 claims abstract description 5
- 239000002131 composite material Substances 0.000 claims description 26
- 239000002344 surface layer Substances 0.000 claims description 9
- 229910000838 Al alloy Inorganic materials 0.000 claims description 7
- 239000004698 Polyethylene Substances 0.000 claims description 7
- 239000006260 foam Substances 0.000 claims description 7
- 239000011490 mineral wool Substances 0.000 claims description 7
- -1 polyethylene Polymers 0.000 claims description 7
- 229920000573 polyethylene Polymers 0.000 claims description 7
- 239000011241 protective layer Substances 0.000 claims description 4
- 239000011230 binding agent Substances 0.000 abstract description 2
- 239000003292 glue Substances 0.000 abstract description 2
- 238000007789 sealing Methods 0.000 abstract description 2
- 238000002955 isolation Methods 0.000 description 2
- 239000000565 sealant Substances 0.000 description 2
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 1
- 235000011941 Tilia x europaea Nutrition 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000010881 fly ash Substances 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 239000004571 lime Substances 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
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Abstract
The utility model provides a high-deformation joint waterproof structure, which comprises a deformation joint, a top plate, a concrete guide wall, a retaining wall, a concrete pressing plate, a cross joint, a galvanized steel plate, a shooting nail, a sealing glue layer and a special binder layer; the deformation joint is a reserved joint between adjacent top plates; concrete guide walls are arranged on two sides of the deformation joint, a retaining wall is also built above the concrete guide walls, and a concrete pressing plate is laid on the top surface of the retaining wall; the retaining wall is built by autoclaved aerated concrete blocks; an intersection seam is arranged between the concrete guide wall and the retaining wall; a galvanized steel plate is arranged between the adjacent intersection joints, and the galvanized steel plate is downwards sunken into an arc shape at the deformation joint; the galvanized steel plate is fixed on the top surface of the concrete guide wall through a shooting nail; the outer end of the intersection seam is provided with a sealing adhesive layer, and a special adhesive layer is filled in the gap of the intersection seam; the utility model discloses high deformation joint waterproof construction has improved the waterproof performance of deformation joint department, and reasonable in design, durable.
Description
Technical Field
The utility model relates to a building field especially relates to a high deformation joint waterproof construction.
Background
The autoclaved aerated concrete block is a building material which is prepared by taking fly ash, lime, cement, gypsum, slag and the like as main raw materials and has excellent performances of environmental protection, sound insulation, heat preservation, light weight and the like, and is widely used at present.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to prior art's defect and not enough, provide a high deformation joint waterproof construction such as, these high deformation joint waterproof constructions have improved the waterproof performance of deformation joint department, and reasonable in design, durable.
In order to achieve the above object, the utility model adopts the following technical scheme: a waterproof structure for equal-height deformation joints comprises deformation joints, a top plate, a concrete guide wall, a retaining wall, a concrete pressing plate, a cross joint, a galvanized steel plate, a nail, a sealing adhesive layer, a special adhesive layer, a slope-finding layer, a composite waterproof layer, a surface layer, an additional waterproof layer, an aluminum alloy cover plate, a polyethylene foam rod and a rock wool layer; the deformation joint is a reserved joint between adjacent top plates; concrete guide walls are arranged on two sides of the deformation joint, a retaining wall is also built above the concrete guide walls, and a concrete pressing plate is laid on the top surface of the retaining wall; the retaining wall is built by autoclaved aerated concrete blocks; an intersection seam is arranged between the concrete guide wall and the retaining wall; a galvanized steel plate is arranged between the adjacent intersection joints, and the galvanized steel plate is downwards sunken into an arc shape at the deformation joint; the galvanized steel plate is fixed on the top surface of the concrete guide wall through a shooting nail; the outer end of the intersection seam is provided with a sealing adhesive layer, and a special adhesive layer is filled in the gap of the intersection seam; a slope finding layer, a composite waterproof layer and a surface layer are sequentially paved above the top plate; an additional waterproof layer is arranged between the composite waterproof layer and the slope finding layer within the range of 200-300mm away from the outer side surface of the concrete guide wall; the additional waterproof layer and the composite waterproof layer cover the top surface of the concrete pressing plate along the outer side surface of the concrete guide wall, and the additional waterproof layer and the composite waterproof layer are recessed into an arc shape at a deformation joint; an aluminum alloy cover plate is bonded on the top of the retaining wall on the outer surface of the composite waterproof layer; a polyethylene foam rod is arranged at a deformation joint between the additional waterproof layer and the composite waterproof layer; a rock wool layer is filled in a deformation joint gap above the galvanized steel plate; the composite waterproof layer sequentially comprises a waterproof layer, an isolating layer and a protective layer from inside to outside.
Preferably, the width of the intersection seam is 10-20 mm.
Preferably, the top surface of the concrete guide wall is 100-200mm higher than the top surface of the surface layer.
Preferably, the deformation joint width is set according to engineering specifications.
The utility model has the advantages that: the high deformation joint waterproof structure improves the waterproof performance of the deformation joint, and is reasonable in design and durable.
Drawings
FIG. 1 is a schematic view of a waterproof structure of a contour deformation joint.
Wherein: 1 is the movement joint, 2 is the roof, 3 is the concrete guide wall, 4 is the barricade, 5 is the concrete clamp plate, 6 is the intersection seam, 7 is galvanized steel sheet, 8 is penetrating the nail, 9 is the sealant layer, 10 is special binder layer, 11 is looking for the slope layer, 12 is composite waterproof layer, 13 is the surface course, 14 is additional waterproof layer, 15 is the aluminum alloy cover plate, 16 is the polyethylene foam stick, 17 is the rock wool layer, 121 is the waterproof layer, 122 is the isolation layer, 123 is the protective layer.
Detailed Description
The present invention will be described in further detail with reference to fig. 1.
As shown in fig. 1, an equal-height deformation joint waterproof structure comprises a deformation joint 1, a top plate 2, a concrete guide wall 3, a retaining wall 4, a concrete pressing plate 5, a joint 6, a galvanized steel plate 7, a nail 8, a sealant layer 9, a special adhesive layer 10, a slope-finding layer 11, a composite waterproof layer 12, a surface layer 13, an additional waterproof layer 14, an aluminum alloy cover plate 15, a polyethylene foam rod 16 and a rock wool layer 17; the deformation joint 1 is a reserved joint between the adjacent top plates 2; concrete guide walls 3 are arranged on two sides of the deformation joint 1, a retaining wall 4 is also built above the concrete guide walls 3, and a concrete pressing plate 5 is laid on the top surface of the retaining wall 4; the retaining wall 4 is built by autoclaved aerated concrete blocks; an intersection seam 6 is arranged between the concrete guide wall 3 and the retaining wall 4; a galvanized steel plate 7 is arranged between the adjacent intersection joints 6, and the galvanized steel plate 7 is concave downwards at the deformation joint 1 to form an arc shape; the galvanized steel sheet 7 is fixed on the top surface of the concrete guide wall 3 through a shooting nail 8; a sealing glue layer 9 is arranged at the outer end of the cross joint 6, and a special adhesive layer 10 is filled in the gap of the cross joint 6; a slope finding layer 11, a composite waterproof layer 12 and a surface layer 13 are sequentially paved above the top plate 2; an additional waterproof layer 14 is arranged between the composite waterproof layer 12 and the slope finding layer 11 within a range of 250mm from the outer side surface of the concrete guide wall 3; the additional waterproof layer 14 and the composite waterproof layer 12 cover the top surface of the concrete pressing plate 5 along the outer side surface of the concrete guide wall 3, and the additional waterproof layer 14 and the composite waterproof layer 12 are sunken into an arc shape at the deformation joint 1; an aluminum alloy cover plate 15 is bonded on the outer surface of the composite waterproof layer 12 at the top of the retaining wall 4; a polyethylene foam rod 16 is arranged between the additional waterproof layer 14 and the composite waterproof layer 12 at the deformation joint 1; a rock wool layer 17 is filled in a deformation joint 1 gap above the galvanized steel sheet 7; the composite waterproof layer 12 sequentially comprises a waterproof layer 121, an isolation layer 122 and a protective layer 123 from inside to outside.
In specific implementation, the width of the intersection seam 6 is 20 mm.
In specific implementation, the top surface of the concrete guide wall 3 is 100mm higher than the top surface of the surface layer 13.
In specific implementation, the width of the deformation joint 1 is set according to engineering technical specifications.
Claims (4)
1. The utility model provides a high movement joint waterproof construction which characterized in that: the composite waterproof wall comprises a deformation joint, a top plate, a concrete guide wall, a retaining wall, a concrete pressing plate, a cross joint seam, a galvanized steel plate, a nail, a sealing adhesive layer, a special adhesive layer, a slope-finding layer, a composite waterproof layer, a surface layer, an additional waterproof layer, an aluminum alloy cover plate, a polyethylene foam rod and a rock wool layer; the deformation joint is a reserved joint between adjacent top plates; concrete guide walls are arranged on two sides of the deformation joint, a retaining wall is also built above the concrete guide walls, and a concrete pressing plate is laid on the top surface of the retaining wall; the retaining wall is built by autoclaved aerated concrete blocks; an intersection seam is arranged between the concrete guide wall and the retaining wall; a galvanized steel plate is arranged between the adjacent intersection joints, and the galvanized steel plate is downwards sunken into an arc shape at the deformation joint; the galvanized steel plate is fixed on the top surface of the concrete guide wall through a shooting nail; the outer end of the intersection seam is provided with a sealing adhesive layer, and a special adhesive layer is filled in the gap of the intersection seam; a slope finding layer, a composite waterproof layer and a surface layer are sequentially paved above the top plate; an additional waterproof layer is arranged between the composite waterproof layer and the slope finding layer within the range of 200-300mm away from the outer side surface of the concrete guide wall; the additional waterproof layer and the composite waterproof layer cover the top surface of the concrete pressing plate along the outer side surface of the concrete guide wall, and the additional waterproof layer and the composite waterproof layer are recessed into an arc shape at a deformation joint; an aluminum alloy cover plate is bonded on the top of the retaining wall on the outer surface of the composite waterproof layer; a polyethylene foam rod is arranged at a deformation joint between the additional waterproof layer and the composite waterproof layer; a rock wool layer is filled in a deformation joint gap above the galvanized steel plate; the composite waterproof layer sequentially comprises a waterproof layer, an isolating layer and a protective layer from inside to outside.
2. The equal-height deformation joint waterproof structure as claimed in claim 1, wherein: the width of the intersection seam is 10-20 mm.
3. The equal-height deformation joint waterproof structure as claimed in claim 1, wherein: the top surface of the concrete guide wall is 100-200mm higher than the top surface of the surface layer.
4. The equal-height deformation joint waterproof structure as claimed in claim 1, wherein: the width of the deformation joint is set according to engineering technical specifications.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201920353536.XU CN210288721U (en) | 2019-03-19 | 2019-03-19 | Equal-height deformation joint waterproof structure |
Applications Claiming Priority (1)
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CN201920353536.XU CN210288721U (en) | 2019-03-19 | 2019-03-19 | Equal-height deformation joint waterproof structure |
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CN210288721U true CN210288721U (en) | 2020-04-10 |
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CN201920353536.XU Expired - Fee Related CN210288721U (en) | 2019-03-19 | 2019-03-19 | Equal-height deformation joint waterproof structure |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111827494A (en) * | 2020-06-04 | 2020-10-27 | 绿城房地产集团有限公司 | Waterproof structure of accessible roof screed-coat expansion joint |
CN113006155A (en) * | 2021-03-18 | 2021-06-22 | 广东银辉建设有限公司 | Basement roof deformation joint waterproof system and waterproof process |
CN113718967A (en) * | 2021-09-14 | 2021-11-30 | 上海宝冶集团有限公司 | Plugging structure and plugging method for steel skeleton light plate gap |
CN113931326A (en) * | 2021-09-22 | 2022-01-14 | 重庆渝能建筑安装工程有限公司 | Outer wall deformation joint structure and construction method |
-
2019
- 2019-03-19 CN CN201920353536.XU patent/CN210288721U/en not_active Expired - Fee Related
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111827494A (en) * | 2020-06-04 | 2020-10-27 | 绿城房地产集团有限公司 | Waterproof structure of accessible roof screed-coat expansion joint |
CN113006155A (en) * | 2021-03-18 | 2021-06-22 | 广东银辉建设有限公司 | Basement roof deformation joint waterproof system and waterproof process |
CN113006155B (en) * | 2021-03-18 | 2021-12-17 | 广东银辉建设有限公司 | Basement roof deformation joint waterproof system and waterproof process |
CN113718967A (en) * | 2021-09-14 | 2021-11-30 | 上海宝冶集团有限公司 | Plugging structure and plugging method for steel skeleton light plate gap |
CN113931326A (en) * | 2021-09-22 | 2022-01-14 | 重庆渝能建筑安装工程有限公司 | Outer wall deformation joint structure and construction method |
CN113931326B (en) * | 2021-09-22 | 2022-11-15 | 重庆渝能建筑安装工程有限公司 | Outer wall deformation joint structure and construction method |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200410 |
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CF01 | Termination of patent right due to non-payment of annual fee |