CN202530656U - High and low roof expansion joint structure - Google Patents
High and low roof expansion joint structure Download PDFInfo
- Publication number
- CN202530656U CN202530656U CN2012201502444U CN201220150244U CN202530656U CN 202530656 U CN202530656 U CN 202530656U CN 2012201502444 U CN2012201502444 U CN 2012201502444U CN 201220150244 U CN201220150244 U CN 201220150244U CN 202530656 U CN202530656 U CN 202530656U
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- China
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- coiled material
- sbs rubber
- cover plate
- rubber coiled
- groove
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- Expired - Fee Related
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Abstract
The utility model discloses a high and low roof expansion joint structure which is characterized by comprising a modified asphalt coiled material, waterproof mortar, hemp filaments, an SBS (styrene butadiene styrene) rubber coiled material, a cement nail, epoxy resin, a galvanized cover plate, and a spanker bolt, wherein the corner of the low roof is made into the shape of a circular arc by waterproof mortar, and the radius of the circular arc is 60-80 mm; the modified asphalt coiled material is laid on the waterproof mortar and upturned to the wall top; the hemp filaments are filled in the high and low roof expansion joints; the SBS rubber coiled material is arranged on the hemp filaments and embedded in movement joints; a groove is formed in the high roof 30-50 mm higher than the low roof; the SBS rubber coiled material is fixed in the groove by the cement nail; epoxy resin is used for sealing the gaps of the groove; the galvanized cover plate is laid outside the SBS rubber coiled material; and the galvanized cover plate is fixed on the wall body of the high roof by the spanker bolt. The high and low roof expansion joint structure is simple and practical.
Description
Technical field
The utility model relates to a kind of height roof stretching seam structure, is applicable to the waterproof field.
Background technology
When building roofing has the discrepancy in elevation, structurally the shrinkage joint will be set, but seepage appears in shrinkage joint position easily.Improving the roof waterproof engineering quality is to prolong the roof waterproof engineering requirement in application life, and rational height roof stretching seam structure is set has become the major issue that needs to be resolved hurrily.
The utility model content
The technical problem that the utility model solves provides a kind of height roof stretching seam structure, solves height roof stretching seam leakage problems.
The utility model comprises modified bituminous pitch coiled material, waterproofing mortar, flax silk, SBS rubber coiled material, cement nail, epoxy resin, zinc-plated cover plate, nailing.Low roofing corner is made in the arc-shaped of waterproofing mortar, arc radius is 60～80mm, lays modified bituminous pitch coiled material above the waterproofing mortar; Turn on the modified bituminous pitch coiled material to the wall top, height roof stretching seam filling flax silk is provided with the SBS rubber coiled material above the flax silk; SBS rubber coiled material pointing deformation joint; High roofing is provided with groove exceeding low roofing 30～50mm, and the SBS rubber coiled material is fixed in the groove with cement nail, epoxy resin closed pockets space; Zinc-plated cover plate is laid in the SBS rubber coiled material outside, and zinc-plated cover plate is fixed in the high roofing and wall with nailing.
The utility model is simple and practical.
Description of drawings
Fig. 1 height roof stretching seam organigram.
Reference numeral: 1, modified bituminous pitch coiled material, 2, waterproofing mortar, 3, flax silk, 4, the SBS rubber coiled material, 5, cement nail, 6, epoxy resin, 7, zinc-plated cover plate, 8, nailing.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is described in detail.
Fig. 1 is a height roof stretching seam organigram.The utility model comprises modified bituminous pitch coiled material 1, waterproofing mortar 2, flax silk 3, SBS rubber coiled material 4, cement nail 5, epoxy resin 6, zinc-plated cover plate 7, nailing 8.Low roofing corner is made in the arc-shaped of waterproofing mortar 2, arc radius is 70mm, lays modified bituminous pitch coiled material 1 above the waterproofing mortar 2; Turn on the modified bituminous pitch coiled material 1 to the wall top, height roof stretching seam filling flax silk 3 is provided with SBS rubber coiled material 4 above the flax silk 3; SBS rubber coiled material 4 pointing deformation joints; High roofing is provided with groove exceeding low roofing 40mm, and SBS rubber coiled material 4 usefulness cement nails 5 are fixed in the groove, epoxy resin 6 closed pockets spaces; Zinc-plated cover plate 7 is laid in SBS rubber coiled material 4 outsides, and zinc-plated cover plate 7 usefulness nailings 8 are fixed in the high roofing and wall.
Claims (1)
1. a height roof stretching seam structure is characterized in that comprising modified bituminous pitch coiled material, waterproofing mortar, flax silk, SBS rubber coiled material, cement nail, epoxy resin, zinc-plated cover plate, nailing, and low roofing corner is made in the arc-shaped of waterproofing mortar; Arc radius is 60～80mm, lays modified bituminous pitch coiled material above the waterproofing mortar, turns on the modified bituminous pitch coiled material to wall and pushes up; Height roof stretching seam filling flax silk; The SBS rubber coiled material is set above the flax silk, and SBS rubber coiled material pointing deformation joint, high roofing are provided with groove exceeding low roofing 30～50mm; The SBS rubber coiled material is fixed in the groove with cement nail; Epoxy resin closed pockets space, zinc-plated cover plate is laid in the SBS rubber coiled material outside, and zinc-plated cover plate is fixed in the high roofing and wall with nailing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012201502444U CN202530656U (en) | 2012-03-31 | 2012-03-31 | High and low roof expansion joint structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012201502444U CN202530656U (en) | 2012-03-31 | 2012-03-31 | High and low roof expansion joint structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202530656U true CN202530656U (en) | 2012-11-14 |
Family
ID=47131851
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012201502444U Expired - Fee Related CN202530656U (en) | 2012-03-31 | 2012-03-31 | High and low roof expansion joint structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202530656U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760263A (en) * | 2016-12-22 | 2017-05-31 | 安徽水安建设集团股份有限公司 | A kind of deformation joint of roof slope covering plate structure |
| CN107939041A (en) * | 2017-11-24 | 2018-04-20 | 中建科技成都有限公司 | Supporting structure and high-altitude concreting method of the superimposed sheet end at composite beam |
| CN109736455A (en) * | 2019-01-07 | 2019-05-10 | 山东金城建设有限公司 | Curtain wall deformation joint anti-settling construction method |
| CN109930756A (en) * | 2019-04-16 | 2019-06-25 | 中建四局第一建筑工程有限公司 | A kind of high-low bay top plate back filled region expansion joint Seepage method and device |
| CN112411903A (en) * | 2020-11-11 | 2021-02-26 | 上海宝冶集团有限公司 | Special-shaped combined expansion joint cover plate for reducing roof cold bridge phenomenon and installation method |
-
2012
- 2012-03-31 CN CN2012201502444U patent/CN202530656U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760263A (en) * | 2016-12-22 | 2017-05-31 | 安徽水安建设集团股份有限公司 | A kind of deformation joint of roof slope covering plate structure |
| CN107939041A (en) * | 2017-11-24 | 2018-04-20 | 中建科技成都有限公司 | Supporting structure and high-altitude concreting method of the superimposed sheet end at composite beam |
| CN109736455A (en) * | 2019-01-07 | 2019-05-10 | 山东金城建设有限公司 | Curtain wall deformation joint anti-settling construction method |
| CN109930756A (en) * | 2019-04-16 | 2019-06-25 | 中建四局第一建筑工程有限公司 | A kind of high-low bay top plate back filled region expansion joint Seepage method and device |
| CN112411903A (en) * | 2020-11-11 | 2021-02-26 | 上海宝冶集团有限公司 | Special-shaped combined expansion joint cover plate for reducing roof cold bridge phenomenon and installation method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee | ||
| CP02 | Change in the address of a patent holder |
Address after: Wu Tian Yue Le Yang District Ouhai Street 325000 Zhejiang city of Wenzhou Province, No. 73 Patentee after: Ye Xiangfei Address before: Yueqing City, Yan Dang Zhen Ze Qian Cun 325604 Zhejiang city of Wenzhou Province Patentee before: Ye Xiangfei |
|
| C56 | Change in the name or address of the patentee | ||
| CP02 | Change in the address of a patent holder |
Address after: 325000 Zhejiang Province, Wenzhou city Lucheng District Tangjiaqiao South Road nature home on the third floor of D8 Patentee after: Ye Xiangfei Address before: Wu Tian Yue Le Yang District Ouhai Street 325000 Zhejiang city of Wenzhou Province, No. 73 Patentee before: Ye Xiangfei |
|
| C56 | Change in the name or address of the patentee | ||
| CP02 | Change in the address of a patent holder |
Address after: 325600, No. 2, Kang Xi Road, Lok Cheng street, Wenzhou, Zhejiang, Yueqing Patentee after: Ye Xiangfei Address before: 325000 Zhejiang Province, Wenzhou city Lucheng District Tangjiaqiao South Road nature home on the third floor of D8 Patentee before: Ye Xiangfei |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20121114 Termination date: 20140331 |