CN203065977U - Open ditch under ramp - Google Patents
Open ditch under ramp Download PDFInfo
- Publication number
- CN203065977U CN203065977U CN 201320042953 CN201320042953U CN203065977U CN 203065977 U CN203065977 U CN 203065977U CN 201320042953 CN201320042953 CN 201320042953 CN 201320042953 U CN201320042953 U CN 201320042953U CN 203065977 U CN203065977 U CN 203065977U
- Authority
- CN
- China
- Prior art keywords
- pea gravel
- gravel concreten
- concrete cover
- thickness
- brickwork
- 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 an open ditch under a ramp, which is characterized by comprising a fine stone concrete cushion layer, bricks, water-proof mortar and a concrete cover plate, wherein the fine stone concrete cushion layer is arranged on plain soil; the thickness of the fine stone concrete cushion layer is 60 mm; two bricks are built on the fine stone concrete cushion layer; the thickness of each brick is 80 mm; a brickwork forms a drain ditch with the width of 200 mm; the surface of the brickwork is painted with the water-proof mortar; the concrete cover plate is arranged at the top of the drain ditch; and the thickness of the concrete cover plate is 120 mm.
Description
Technical field
The utility model relates to open drain under a kind of ramp, is applicable to construction field.
Background technology
Outdoor open drain structure refers at the outdoor raceway groove that arranges to get rid of the water discharge technology measure of outdoor ponding.How effectively draining guarantee simultaneously outdoor open drain non-leakage be the problem that runs in the engineering practice.
The utility model content
The technical problem that the utility model solves provides open drain under a kind of ramp, solves existing technical deficiency.
The utility model comprises pea gravel concreten bed course, brick, waterproofing mortar, concrete cover, above the plain soil pea gravel concreten bed course is set, the pea gravel concreten cushion thickness is 60mm, build two skin bricks above the pea gravel concreten bed course by laying bricks or stones, every skin brick height is 80mm, and it is the gutter of 200mm that brickwork forms width, brickwork external coating waterproofing mortar, the top, gutter arranges concrete cover, and concrete cover thickness is 120mm.
The utility model is simple and practical.
Description of drawings
Open drain schematic diagram under Fig. 1 ramp.
Accompanying drawing sign: 1, pea gravel concreten bed course, 2, brick, 3, waterproofing mortar, 4, concrete cover.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is described in detail.
Fig. 1 is open drain schematic diagram under the ramp.The utility model comprises pea gravel concreten bed course 1, brick 2, waterproofing mortar 3, concrete cover 4, above the plain soil pea gravel concreten bed course 1 is set, pea gravel concreten bed course 1 thickness is 60mm, build two skin bricks 2 above the pea gravel concreten bed course 1 by laying bricks or stones, every skin brick 2 highly is 80mm, and it is the gutter of 200mm that brickwork forms width, brickwork external coating waterproofing mortar, the top, gutter arranges concrete cover 4, and concrete cover 4 thickness are 120mm.
Claims (1)
1. open drain under the ramp, it is characterized in that comprising pea gravel concreten bed course, brick, waterproofing mortar, concrete cover, above the plain soil pea gravel concreten bed course is set, the pea gravel concreten cushion thickness is 60mm, builds two skin bricks above the pea gravel concreten bed course by laying bricks or stones, and every skin brick height is 80mm, it is the gutter of 200mm that brickwork forms width, brickwork external coating waterproofing mortar, the top, gutter arranges concrete cover, and concrete cover thickness is 120mm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201320042953 CN203065977U (en) | 2013-01-10 | 2013-01-10 | Open ditch under ramp |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201320042953 CN203065977U (en) | 2013-01-10 | 2013-01-10 | Open ditch under ramp |
Publications (1)
Publication Number | Publication Date |
---|---|
CN203065977U true CN203065977U (en) | 2013-07-17 |
Family
ID=48764788
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 201320042953 Expired - Fee Related CN203065977U (en) | 2013-01-10 | 2013-01-10 | Open ditch under ramp |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN203065977U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111412013A (en) * | 2020-03-26 | 2020-07-14 | 中电建十一局工程有限公司 | Construction method of weak surrounding rock tunnel in water-rich area |
-
2013
- 2013-01-10 CN CN 201320042953 patent/CN203065977U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111412013A (en) * | 2020-03-26 | 2020-07-14 | 中电建十一局工程有限公司 | Construction method of weak surrounding rock tunnel in water-rich area |
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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: 20130717 Termination date: 20140110 |