CN203007997U - Precast concrete plank aproll - Google Patents
Precast concrete plank aproll Download PDFInfo
- Publication number
- CN203007997U CN203007997U CN 201320073114 CN201320073114U CN203007997U CN 203007997 U CN203007997 U CN 203007997U CN 201320073114 CN201320073114 CN 201320073114 CN 201320073114 U CN201320073114 U CN 201320073114U CN 203007997 U CN203007997 U CN 203007997U
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- CN
- China
- Prior art keywords
- precast concrete
- concrete plank
- aproll
- plank
- steel mesh
- 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 precast concrete plank aproll. The precast concrete plank aproll is characterized in that a precast concrete plank is placed on plain soil; a reinforcing mesh is placed on the precast concrete plank; a cement mortar layer is placed on the reinforcing mesh; the aproll slop of the cement mortar layer is 2%-3%; a gas of 8-10mm is kept between the precast concrete plank and a building wall; and asphalt factice is filled in the gap; and waterproof mortar is coated outside the building wall.
Description
Technical field
The utility model relates to a kind of precast concrete plank aproll, is applicable to construction field.
Background technology
The aproll engineering has become the bright spot that many high grade project quality are provided quality goods or brilliant, more and more receive people's concern, but because its engineering quantity is less, generally not as critical process, add many construction managers attention not in engineering, fail in strict accordance with job specfication and technological standards construction, often cause various mass defects, affect engineering appearance quality, aproll occurs after even friendship is completed and subside, affect the engineering normal function and use.
The utility model content
The technical problem that the utility model solves is to provide a kind of precast concrete plank aproll, solves existing technical deficiency.
The utility model comprises precast concrete plank, steel mesh reinforcement, cement sand bed, pitch ointment, waterproofing mortar, above element soil, precast concrete plank is set, steel mesh reinforcement is set above precast concrete plank, cement sand bed is set above steel mesh reinforcement, the aproll gradient of cement sand bed is 2%~3%, precast concrete plank and building masonry wall keep the space of 8~10mm, filling pitch ointment in the space, building masonry wall outside brushing waterproofing mortar.
The utility model is simple and practical.
Description of drawings
Fig. 1 precast concrete plank aproll schematic diagram.
Accompanying drawing sign: 1, precast concrete plank, 2, steel mesh reinforcement, 3, cement sand bed, 4, the pitch ointment, 5, waterproofing mortar, 6, body of wall, 7, element soil.
The specific embodiment
Below in conjunction with accompanying drawing, the utility model is described in detail.
Fig. 1 is precast concrete plank aproll schematic diagram.The utility model comprises precast concrete plank 1, steel mesh reinforcement 2, cement sand bed 3, pitch ointment 4, waterproofing mortar 5, above element soil 7, precast concrete plank 1 is set, steel mesh reinforcement 2 is set above precast concrete plank 1, cement sand bed 3 is set above steel mesh reinforcement 2, the aproll gradient of cement sand bed 3 is 2%, the space that precast concrete plank 1 and building masonry wall 6 keep 10mm, filling pitch ointment 4 in the space, building masonry wall 6 outside brushing waterproofing mortars 5.
Claims (1)
1. precast concrete plank aproll, it is characterized in that comprising precast concrete plank, steel mesh reinforcement, cement sand bed, pitch ointment, waterproofing mortar, above element soil, precast concrete plank is set, steel mesh reinforcement is set above precast concrete plank, cement sand bed is set above steel mesh reinforcement, and the aproll gradient of cement sand bed is 2%~3%, and precast concrete plank and building masonry wall keep the space of 8~10mm, filling pitch ointment in the space, building masonry wall outside brushing waterproofing mortar.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201320073114 CN203007997U (en) | 2013-01-06 | 2013-01-06 | Precast concrete plank aproll |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201320073114 CN203007997U (en) | 2013-01-06 | 2013-01-06 | Precast concrete plank aproll |
Publications (1)
Publication Number | Publication Date |
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CN203007997U true CN203007997U (en) | 2013-06-19 |
Family
ID=48599606
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN 201320073114 Expired - Fee Related CN203007997U (en) | 2013-01-06 | 2013-01-06 | Precast concrete plank aproll |
Country Status (1)
Country | Link |
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CN (1) | CN203007997U (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107460949A (en) * | 2017-09-23 | 2017-12-12 | 辽宁福瑞达建筑科技有限公司 | A kind of lightweight steel construction assembles the chassis system of decoration integrated building |
CN109853909A (en) * | 2019-04-03 | 2019-06-07 | 汤始建华建材(天津)有限公司 | A kind of ventilation pavilion |
CN110939159A (en) * | 2019-12-11 | 2020-03-31 | 威海利东建筑科技有限公司 | Decoration integrated precast concrete water dispersion |
CN111005592A (en) * | 2019-12-20 | 2020-04-14 | 中冶天工集团有限公司 | Novel water dispersion support frame and construction method thereof |
CN112031042A (en) * | 2020-07-22 | 2020-12-04 | 温州电力设计有限公司 | Novel self-adjusting water distribution structure and construction method |
-
2013
- 2013-01-06 CN CN 201320073114 patent/CN203007997U/en not_active Expired - Fee Related
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107460949A (en) * | 2017-09-23 | 2017-12-12 | 辽宁福瑞达建筑科技有限公司 | A kind of lightweight steel construction assembles the chassis system of decoration integrated building |
CN107460949B (en) * | 2017-09-23 | 2023-02-24 | 辽宁福瑞达建筑科技有限公司 | Chassis system of light steel structure assembly and decoration integrated building |
CN109853909A (en) * | 2019-04-03 | 2019-06-07 | 汤始建华建材(天津)有限公司 | A kind of ventilation pavilion |
CN110939159A (en) * | 2019-12-11 | 2020-03-31 | 威海利东建筑科技有限公司 | Decoration integrated precast concrete water dispersion |
CN111005592A (en) * | 2019-12-20 | 2020-04-14 | 中冶天工集团有限公司 | Novel water dispersion support frame and construction method thereof |
CN112031042A (en) * | 2020-07-22 | 2020-12-04 | 温州电力设计有限公司 | Novel self-adjusting water distribution structure and construction method |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130619 Termination date: 20140106 |