CN203498822U - Reinforced drain board - Google Patents
Reinforced drain board Download PDFInfo
- Publication number
- CN203498822U CN203498822U CN201320643212.2U CN201320643212U CN203498822U CN 203498822 U CN203498822 U CN 203498822U CN 201320643212 U CN201320643212 U CN 201320643212U CN 203498822 U CN203498822 U CN 203498822U
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- CN
- China
- Prior art keywords
- conical
- reinforced
- conical boss
- drain board
- boss
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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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Abstract
The utility model discloses a reinforced drain board which comprises a base plate and conical bosses disposed on the base plate. The reinforced drain board is characterized by further comprising reinforcing plates, wherein the reinforcing plates are provided with reinforcing holes, the diameter of each reinforcing hole is smaller than the largest diameter of the conical bosses, the conical bosses partly penetrate through the reinforcing holes, and the reinforcing plates are arranged above the base plate in a suspended mode. The reinforcing plates in the drain board enable pressure borne by the conical bosses to be evenly distributed on all the conical bosses, so that the pressure borne by each conical boss is reduced, and the compressive property of the whole drain board is enhanced.
Description
Technical field
The utility model relates to a kind of band drain.
Background technology
Band drain is for being laid on the construction sheet material that plays infiltration, drain function between basic unit and construction layer in the operations such as afforestation project, construction work, hydraulic engineering.Traditional band drain comprises substrate and the boss of even cloth on substrate, and band drain is laid in basic unit, then lays geotextiles on boss, just can on band drain, carry out constructing operation.Moisture unnecessary on construction layer can be seeped on band drain via geotextiles, and the gap between boss is discharged.Band drain can be subject to very large pressure between basic unit and construction layer, and part boss on band drain can produce deformation when being subject to excessive side pressure, not only can affect the drainage effect of band drain, even can bring adverse effect to construction layer.
Summary of the invention
For the deficiencies in the prior art, it is stronger that problem to be solved in the utility model is to provide a kind of anti-pressure ability, particularly the especially strong reinforced band drain of anti-side pressure ability.
For this reason, the utility model is realized in the following way: a kind of reinforced band drain, comprise substrate and the conical boss of being located at substrate, it is characterized in that: also comprise stiffener, described stiffener is provided with reinforced hole, the diameter of described reinforced hole be less than conical boss maximum gauge, the part of described conical boss is through reinforced hole and the unsettled substrate top of being placed in of stiffener.
In the utility model; when conical boss is under pressure; stiffener can be divided this strand of pressure on all conical boss of substrate; thereby reduce the pressure that single boss is subject to; strengthened the anti-pressure ability of band drain integral body; during this acting on part conical boss and being subject to the pressure of side of dividing, its effect is more outstanding, can protect well conical boss.
As preferably, described substrate is provided with the water delivery tank passing between conical boss.The water being seeped on band drain is discharged by water delivery tank, has optimized the route of leaking water, and makes draining more smooth and easy.
As preferably, the inner side of described reinforced hole is provided with the inclined-plane mating with the conical surface of conical boss.This is tightr with contacting of conical boss after making to strengthen version and being enclosed within on conical boss, locates more accurately, can play the effect of better dividing pressure.
Accompanying drawing explanation
Fig. 1 is partial sectional view of the present utility model;
Fig. 2 overlooks the partial sectional view at visual angle in Fig. 1 of the present utility model;
Fig. 3 is the partial sectional view of stiffener in the utility model.
The specific embodiment
With reference to accompanying drawing, this reinforced band drain, comprise substrate 1, be located at conical boss 3 and the stiffener 2 of substrate 1, described stiffener 2 is provided with reinforced hole 5, the diameter of described reinforced hole 5 be less than conical boss 3 maximum gauge, the part of described conical boss 3 is through reinforced hole 5 and unsettled substrate 1 top that is placed in of stiffener 2, described substrate 1 is provided with the water delivery tank 4 passing between conical boss 3, the inner side of described reinforced hole 5 is provided with the inclined-plane 6 mating with the conical surface of conical boss 3, the part of conical boss 3 is through after reinforced hole 5, described inclined-plane 6 fits tightly with the conical surface of conical boss 3.Band drain is laid on the work of the draining of seeping water between the basic unit of construction ground and construction layer, therefore the conical boss 3 on band drain can be subject to great pressure, and stiffener 2 can be divided this strand of pressure on each conical boss when conical boss 3 pressurized, thereby reduced the suffered pressure of single conical boss, can greatly improve the compressive property of band drain, and water delivery tank 4 on substrate 1 has been optimized the route of draining, makes draining more smooth and easy.
Claims (3)
1. a reinforced band drain, comprise substrate and the conical boss of being located at substrate, it is characterized in that: also comprise stiffener, described stiffener is provided with reinforced hole, the diameter of described reinforced hole be less than conical boss maximum gauge, the part of described conical boss is through reinforced hole and the unsettled substrate top of being placed in of stiffener.
2. reinforced band drain according to claim 1, is characterized in that: described substrate is provided with the water delivery tank passing between conical boss.
3. reinforced band drain according to claim 1, is characterized in that: the inner side of described reinforced hole is provided with the inclined-plane mating with the conical surface of conical boss.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320643212.2U CN203498822U (en) | 2013-10-18 | 2013-10-18 | Reinforced drain board |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320643212.2U CN203498822U (en) | 2013-10-18 | 2013-10-18 | Reinforced drain board |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203498822U true CN203498822U (en) | 2014-03-26 |
Family
ID=50329814
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320643212.2U Expired - Fee Related CN203498822U (en) | 2013-10-18 | 2013-10-18 | Reinforced drain board |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203498822U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104153345A (en) * | 2014-08-01 | 2014-11-19 | 浙江友腾科技有限公司 | High-strength drain board with water impoundment function |
| CN105862710A (en) * | 2016-04-06 | 2016-08-17 | 浙江水利水电学院 | Drain board used for reclaimed coastal region treatment and construction method |
| CN109137881A (en) * | 2018-10-15 | 2019-01-04 | 安徽中路工程材料有限公司 | Cross reinforcement wear-resisting type drainage module |
-
2013
- 2013-10-18 CN CN201320643212.2U patent/CN203498822U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104153345A (en) * | 2014-08-01 | 2014-11-19 | 浙江友腾科技有限公司 | High-strength drain board with water impoundment function |
| CN105862710A (en) * | 2016-04-06 | 2016-08-17 | 浙江水利水电学院 | Drain board used for reclaimed coastal region treatment and construction method |
| CN105862710B (en) * | 2016-04-06 | 2018-01-09 | 浙江水利水电学院 | A kind of drain bar and construction method for Tidal Flat Inning Area processing |
| CN109137881A (en) * | 2018-10-15 | 2019-01-04 | 安徽中路工程材料有限公司 | Cross reinforcement wear-resisting type drainage module |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140326 Termination date: 20151018 |
|
| EXPY | Termination of patent right or utility model |