CN205206007U - Linear escape canal of integral infiltration - Google Patents
Linear escape canal of integral infiltration Download PDFInfo
- Publication number
- CN205206007U CN205206007U CN201520976188.3U CN201520976188U CN205206007U CN 205206007 U CN205206007 U CN 205206007U CN 201520976188 U CN201520976188 U CN 201520976188U CN 205206007 U CN205206007 U CN 205206007U
- Authority
- CN
- China
- Prior art keywords
- cover plate
- ditch
- infiltration
- ditch body
- monolithic
- 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 linear escape canal of integral infiltration, including the ditch body and apron, to lap to the infiltration concrete constitutes, the apron covers in ditch body opening upper end, and the apron forms a monolithic structure with the ditch body through pouring simultaneously, the utility model discloses an adopting the resin concrete preparation apron and the ditch body, during the use, not having the apron and shift or the springboard phenomenon, bearing capacity is strong, and the seal is good, and is safe in utilization establishes the reinforcing bar strengthening rib in, has improved the power of shocking resistance ability, and the surface is anti -skidding, effectively protects pedestrian's safety.
Description
Technical field
The utility model relates to a kind of gutter, particularly relates to a kind of monolithic infiltration linear drainage ditch.
Background technology
In the place that visitors flowrate is high, as pedestrian street, park, sports palace, etc. place, require higher region to integrated environment, Quick drainage when first drainage system must can ensure large discharge precipitation, drainage system must ensure that discarded object remaining in ditch body can not affect integrated environment.Drainage system must can bear the dynamic weights such as underloading automobile, drainage system must ensure the safety on road surface, Quick drainage when must ensure large discharge precipitation, and current drainage system cover plate and ditch body exist gap, and easily separated, it is difficult to for above-mentioned zone.
Summary of the invention
In order to overcome above-mentioned defect, the purpose of this utility model there is provided a kind of monolithic infiltration linear drainage ditch, and this monolithic infiltration linear drainage ditch bearing capacity is strong, without cover plate displacement or springboard phenomenon, and good leak tightness, use safety.
The utility model in order to the technical scheme solving its technical problem and adopt is: a kind of monolithic infiltration linear drainage ditch, comprise ditch body and cover plate, it is characterized in that: cover plate is creepage concrete layer, cover plate is covered in ditch body open upper end, cover plate and ditch body by building the gutter forming Integral sealing, at interface and the air communication at the two ends, left and right in gutter; Described ditch body is the bottom that resin concrete is made is the ditch of circular arc, and cover plate is the creepage concrete layer adopting resin concrete to make.
The net structure of reinforcing material is had in described cover plate.
The side inner face of described ditch body is provided with recessed groove, and the circular protrusions that can be provided with the opposite side inner face of another ditch body combines fixing and forms gutter entirety.
Described reinforcing material is reinforcing bar, glass fiber, carbon fiber, copper wire or organic fiber.
Described organic fiber is natural organic fiber and synthetic fibers.
Described natural organic fiber is tossa, bamboo fibre or flax fiber; Synthetic fibers are terylene, acrylic fibers, polyamide fibre, polypropylene fibre or aramid fiber.
Specifically, a kind of monolithic infiltration linear drainage ditch described in the utility model, comprise ditch body and cover plate, cover plate is that creepage concrete is formed, and cover plate is covered in ditch body open upper end, and cover plate and ditch body are by building formation overall structure.Described ditch body and cover plate are resin concrete and form, and cover plate is that creepage concrete is built and formed.Cancellated reinforcing material is had in described cover plate.Reinforcing material can use reinforcing bar, glass fiber, carbon fiber, copper wire, organic fiber.Improve the intensity of infiltration cover plate.Overall structure has good seal, outside gutter two end interface and air communication, in ditch body not and direct UNICOM of external world opening.Can be good at stoping the waste water and gas of alluvial in ditch body to spill in air.Lid surface is more coarse can effectively play anti-skidding effect, and available protecting pedestrian walks safety.
The beneficial effects of the utility model are: the utility model makes cover plate and ditch body by adopting resin concrete; cover plate and ditch body are by building formation overall structure; without cover plate displacement or springboard phenomenon during use; supporting capacity is strong; use safety; cover plate is anti-skidding, and available protecting pedestrian walks safety.
Accompanying drawing explanation
Fig. 1 is schematic cross-section of the present utility model.
Fig. 2 is the schematic rear view of Fig. 1.
Fig. 3 is the schematic top plan view of Fig. 1.
Fig. 4 is the elevational schematic view of Fig. 1.
Fig. 5 is that schematic diagram is looked on a left side of Fig. 1.
Fig. 6 is that schematic diagram is looked on the right side of Fig. 1.
Detailed description of the invention
As shown in drawings, monolithic described in the utility model infiltration linear drainage ditch, comprise ditch body 1 and cover plate 2, cover plate 2 be creepage concrete, cover plate 2 be positioned at ditch body 1 above for covering the opening of ditch body 1, described cover plate 2 is formed integrally by building with ditch body 1.
Described ditch body and cover plate are resin concrete and form, and cover plate is built for infiltration resin concrete and formed, and ditch body adopts ditch body resin concrete to build and forms.Cancellated reinforcing material is had in described cover plate.Reinforcing material can use reinforcing bar, glass fiber, carbon fiber, copper wire, organic fiber.Improve the intensity of infiltration cover plate.
The side inner face of described ditch body 1 is provided with recessed groove 3, and its effect is that the circular protrusions 4 be provided with the opposite side inner face of another ditch body mutually combines fixing and forms drainage body.
Ditch body 1 and cover plate 2 are overall structure, without cover plate displacement or springboard phenomenon, and use safety, noiselessness.
Described ditch body 1 is resin concrete with cover plate 2, and ditch body and cover plate adopt resin concrete, and its intensity is high, not fragile, guarantee the safety used on road.
Be provided with netted enhancing structure in the inherent horizontal plane of described cover plate, it effectively can improve the anti-impact force in gutter.
Described cover plate is creepage concrete, and surface forms good skidproof effect by process.
Above-mentioned resin concrete is made by following mass fraction batching:
Infiltration resin concrete: granite stones: 45 parts, sand: 15 parts; Glass fiber: 15 parts; Alicyclic vinyl unsaturated-resin: 20 parts; Curing compound: 0.20 part; Accelerator 0.25 part; Coupling agent 0.2 part; Ditch body resin concrete: granite stones: 35 parts, sand: 25 parts; Calcium carbonate: 15 parts; Unsaturated-resin: 15 parts; Curing compound: 0.20 part; Accelerator 0.25 part; Coupling agent 0.2 part of embodiment is according to said method prepared: take stone by formula ratio, sand, calcium carbonate stir the aggregate made and mix.Take unsaturated polyester resin, accelerator and coupling agent to add in the aggregate mixed and again stir, add curing compound again to stir, then the die-filling jolt ramming of unsaturated polyester resin concrete will made, puts at room temperature maintenance and within 28 days, namely obtains monolithic infiltration linear drainage ditch.
Above-mentioned detailed description of the invention and accompanying drawing are the further descriptions to the utility model application; but the scope of the utility model claim protection is not limited to the scope described in embodiment; all employings, with the technical scheme of effect distortion etc., all drop on the protection domain of the utility model claim.
Claims (6)
1. a monolithic infiltration linear drainage ditch, comprise ditch body (1) and cover plate, it is characterized in that: cover plate is creepage concrete layer, cover plate is covered in ditch body open upper end, cover plate and ditch body by building the gutter forming Integral sealing, at interface and the air communication at the two ends, left and right in gutter; Described ditch body is the bottom that resin concrete is made is the ditch of circular arc, and cover plate is the creepage concrete layer adopting resin concrete to make.
2. monolithic infiltration linear drainage ditch according to claim 1, is characterized in that: the net structure having reinforcing material in described cover plate.
3. monolithic infiltration linear drainage ditch according to claim 1 and 2, it is characterized in that: the side inner face of described ditch body is provided with recessed groove, the circular protrusions that can be provided with the opposite side inner face of another ditch body combines fixing and forms gutter entirety.
4. according to claim 2 monolithic infiltration linear drainage ditch, it is characterized in that: described reinforcing material is reinforcing bar, glass fiber, carbon fiber, copper wire or organic fiber.
5. according to claim 4 monolithic infiltration linear drainage ditch, it is characterized in that: described organic fiber is natural organic fiber and synthetic fibers.
6. according to claim 5 monolithic infiltration linear drainage ditch, it is characterized in that: described natural organic fiber is tossa, bamboo fibre or flax fiber; Synthetic fibers are terylene, acrylic fibers, polyamide fibre, polypropylene fibre or aramid fiber.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520976188.3U CN205206007U (en) | 2015-12-01 | 2015-12-01 | Linear escape canal of integral infiltration |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520976188.3U CN205206007U (en) | 2015-12-01 | 2015-12-01 | Linear escape canal of integral infiltration |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205206007U true CN205206007U (en) | 2016-05-04 |
Family
ID=55843733
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520976188.3U Expired - Fee Related CN205206007U (en) | 2015-12-01 | 2015-12-01 | Linear escape canal of integral infiltration |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205206007U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106013016A (en) * | 2016-07-15 | 2016-10-12 | 昭通市农产品质量安全中心 | Water intake device for pollution of planting industry |
| CN107119789A (en) * | 2017-05-25 | 2017-09-01 | 江苏中路工程技术研究院有限公司 | A kind of novel linear gutter structure mated formation for saturating draining |
-
2015
- 2015-12-01 CN CN201520976188.3U patent/CN205206007U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106013016A (en) * | 2016-07-15 | 2016-10-12 | 昭通市农产品质量安全中心 | Water intake device for pollution of planting industry |
| CN107119789A (en) * | 2017-05-25 | 2017-09-01 | 江苏中路工程技术研究院有限公司 | A kind of novel linear gutter structure mated formation for saturating draining |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160504 Termination date: 20171201 |