CN203007995U - Basement bottom plate blind drain - Google Patents
Basement bottom plate blind drain Download PDFInfo
- Publication number
- CN203007995U CN203007995U CN 201320073112 CN201320073112U CN203007995U CN 203007995 U CN203007995 U CN 203007995U CN 201320073112 CN201320073112 CN 201320073112 CN 201320073112 U CN201320073112 U CN 201320073112U CN 203007995 U CN203007995 U CN 203007995U
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- CN
- China
- Prior art keywords
- concrete
- precast concrete
- basement
- pea gravel
- bottom plate
- 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 a basement bottom plate blind drain which is characterized in that a precast concrete plate is arranged on the lower portion of a basement concrete bottom plate, the distance between the top portion of the precast concrete plate and the basement concrete bottom plate is 70-80mm, a fine aggregate concrete cushion layer is arranged on the precast concrete plate, a precast concrete drainage pipe is arranged on the fine aggregate concrete cushion layer, broken stones are arranged on the periphery of the precast concrete drainage pipe, geotechnical cloth is arranged on the top portion of the precast concrete plate, and pea gravel concrete is arranged between the geotechnical cloth and the basement concrete bottom plate.
Description
Technical field
The utility model relates to the region between the heart and the diaphragm ditch under a kind of basement bottom board, is applicable to construction field.
Background technology
Along with the increasing, deepen of underground construction, the anti-floating of underground structure also more and more obtains people's attention.Because there are very large uncertainty in underground hydro-occurrence, recharge connection, crevice water flow and supply mode complicated especially, a large amount of with the highrise building of pure basement, the construction of underground garage, make under basement bottom board the french drain problem very outstanding.
The utility model content
The technical problem that the utility model solves is to provide french drain under a kind of basement bottom board, solves existing technical deficiency.
the utility model comprises precast concrete plank, the pea gravel concreten bed course, the precast concrete gutter, rubble, geotextiles, pea gravel concrete, concrete floor, below the concrete of basement base plate, precast concrete plank is set, the precast concrete plank top is 70~80mm from basement concrete floor distance, the pea gravel concreten bed course is set above precast concrete plank, the precast concrete gutter is set above the pea gravel concreten bed course, rubble is set around the precast concrete gutter, the precast concrete plank top arranges geotextiles, between geotextiles and concrete of basement base plate, pea gravel concrete is set.
The utility model is simple and practical.
Description of drawings
French drain schematic diagram under Fig. 1 basement bottom board.
Accompanying drawing sign: 1, precast concrete plank, 2, the pea gravel concreten bed course, 3, the precast concrete gutter, 4, rubble, 5, geotextiles, 6, pea gravel concrete, 7, concrete floor.
The specific embodiment
Below in conjunction with accompanying drawing, the utility model is described in detail.
Fig. 1 is french drain schematic diagram under basement bottom board.the utility model comprises precast concrete plank 1, pea gravel concreten bed course 2, precast concrete gutter 3, rubble 4, geotextiles 5, pea gravel concrete 6, concrete floor 7, precast concrete plank 1 is set below concrete of basement base plate 7, precast concrete plank 1 top is 80mm from basement concrete floor 7 distances, pea gravel concreten bed course 2 is set above precast concrete plank 1, precast concrete gutter 3 is set above pea gravel concreten bed course 2, rubble 4 is set around precast concrete gutter 3, precast concrete plank 1 top arranges geotextiles 5, between geotextiles 5 and concrete of basement base plate 7, pea gravel concrete 6 is set.
Claims (1)
1. french drain under a basement bottom board, it is characterized in that comprising precast concrete plank, the pea gravel concreten bed course, the precast concrete gutter, rubble, geotextiles, pea gravel concrete, concrete floor, below the concrete of basement base plate, precast concrete plank is set, the precast concrete plank top is 70~80mm from basement concrete floor distance, the pea gravel concreten bed course is set above precast concrete plank, the precast concrete gutter is set above the pea gravel concreten bed course, rubble is set around the precast concrete gutter, the precast concrete plank top arranges geotextiles, between geotextiles and concrete of basement base plate, pea gravel concrete is set.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201320073112 CN203007995U (en) | 2013-01-06 | 2013-01-06 | Basement bottom plate blind drain |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201320073112 CN203007995U (en) | 2013-01-06 | 2013-01-06 | Basement bottom plate blind drain |
Publications (1)
Publication Number | Publication Date |
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CN203007995U true CN203007995U (en) | 2013-06-19 |
Family
ID=48599604
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 201320073112 Expired - Fee Related CN203007995U (en) | 2013-01-06 | 2013-01-06 | Basement bottom plate blind drain |
Country Status (1)
Country | Link |
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CN (1) | CN203007995U (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103572767A (en) * | 2013-11-21 | 2014-02-12 | 国家电网公司 | Method for processing drainage blind ditch for1000 kilovolt transformer substation field leveling |
CN104711999A (en) * | 2015-01-28 | 2015-06-17 | 中国十七冶集团有限公司 | Dredging method for basement floor water seepage |
CN105735055A (en) * | 2016-02-04 | 2016-07-06 | 李谨武 | Imbibition drainage method |
CN107217608A (en) * | 2017-06-13 | 2017-09-29 | 西安科技大学 | Town road edge water seepage mechanism and its construction method |
CN108643483A (en) * | 2018-07-10 | 2018-10-12 | 江苏万象建工集团有限公司 | A kind of basement waterproofing system |
-
2013
- 2013-01-06 CN CN 201320073112 patent/CN203007995U/en not_active Expired - Fee Related
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103572767A (en) * | 2013-11-21 | 2014-02-12 | 国家电网公司 | Method for processing drainage blind ditch for1000 kilovolt transformer substation field leveling |
CN104711999A (en) * | 2015-01-28 | 2015-06-17 | 中国十七冶集团有限公司 | Dredging method for basement floor water seepage |
CN105735055A (en) * | 2016-02-04 | 2016-07-06 | 李谨武 | Imbibition drainage method |
CN105735055B (en) * | 2016-02-04 | 2018-05-04 | 陈森 | Imbibition drainage |
CN107217608A (en) * | 2017-06-13 | 2017-09-29 | 西安科技大学 | Town road edge water seepage mechanism and its construction method |
CN107217608B (en) * | 2017-06-13 | 2019-04-26 | 西安科技大学 | Town road edge water seepage mechanism and its construction method |
CN108643483A (en) * | 2018-07-10 | 2018-10-12 | 江苏万象建工集团有限公司 | A kind of basement waterproofing system |
CN108643483B (en) * | 2018-07-10 | 2023-12-08 | 江苏万象建工集团有限公司 | Basement waterproof system |
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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 |