CN204139020U - Roadbed gutter Steaming structure - Google Patents

Roadbed gutter Steaming structure Download PDF

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Publication number
CN204139020U
CN204139020U CN201420574003.1U CN201420574003U CN204139020U CN 204139020 U CN204139020 U CN 204139020U CN 201420574003 U CN201420574003 U CN 201420574003U CN 204139020 U CN204139020 U CN 204139020U
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CN
China
Prior art keywords
evaporation basin
gutter
basin
evaporation
protective guard
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
Application number
CN201420574003.1U
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Chinese (zh)
Inventor
马咏梅
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Chongqing College of Electronic Engineering
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Chongqing College of Electronic Engineering
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Publication date
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Priority to CN201420574003.1U priority Critical patent/CN204139020U/en
Application granted granted Critical
Publication of CN204139020U publication Critical patent/CN204139020U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model describes a kind of roadbed gutter Steaming structure, and it comprises the gutter being connected to roadbed gutter side, and the other end in described gutter is connected with evaporation basin; Described evaporation basin is inverted cone-shaped structure, and the bottom surface of evaporation basin is rectangle, is provided with the protective guard that cement mortar is made at the top of described evaporation basin, and described protective guard is along evaporation basin top sides along distribution; Be be built into by dry-laid rubble at the bottom of the pond of described evaporation basin, also scribble the waterproofing course that one deck is made up of polyurethane water-proof paint at the bottom of the pond of evaporation basin, the thickness of described waterproofing course is 2 ~ 5cm; The side of described evaporation basin is double-decker, and the internal layer of described side is the grit bed course of 10cm thickness, and the skin of described side is precast concrete layer.Roadbed gutter Steaming structure of the present utility model can effectively reduce the water accumulating volume in gutter, and structure is simple, practical, and cost is lower, and the scope of application is very wide, and maintenance cost is low, and durability is better.

Description

Roadbed gutter Steaming structure
Technical field
The utility model relates to a kind of building unit, and especially a kind of roadbed gutter Steaming structure, belongs to technical field of building construction.
Background technology
When building highway, not only needing to consider the smooth-going of highway self, also needing to consider at rainy weather, the drainability of highway simultaneously, otherwise highway ponding can be caused, affecting traffic safety.Now current when the process highway rainy day amasss water problem, normally respectively excavate a gutter in highway both sides, with assisted drainage.The usual structure in this gutter is very simple, it is exactly single earth ditch, although it has certain drainability, due to the water imbibition of earth, the earth in ditch is made to be all sposh state for a long time, even if after rain stops, still in long time, all still have ponding, and the evaporation rate of ponding is comparatively slow, and highway both sides so not only can be caused very dirty and messy, but also easily causing gutter to block, long-term mud makes the drainability in gutter weaken after piling up.
Summary of the invention
For above-mentioned deficiency of the prior art, in the gutter that main purpose of the present utility model is to solve existing current highway both sides, evaporation of water ability is more weak, easily cause the problem of blocking, and provide one to have comparatively forced-ventilated outlet capacity, the roadbed gutter Steaming structure of ponding can be reduced simultaneously.
The technical solution of the utility model: roadbed gutter Steaming structure, is characterized in that, comprises the gutter being connected to roadbed gutter side, and the other end in described gutter is connected with evaporation basin; Described evaporation basin is inverted cone-shaped structure, and the bottom surface of evaporation basin is rectangle, is provided with the protective guard that cement mortar is made at the top of described evaporation basin, and described protective guard is along evaporation basin top sides along distribution; Be be built into by dry-laid rubble at the bottom of the pond of described evaporation basin, also scribble the waterproofing course that one deck is made up of polyurethane water-proof paint at the bottom of the pond of evaporation basin, the thickness of described waterproofing course is 2 ~ 5cm; The side of described evaporation basin is double-decker, and the internal layer of evaporation basin side is the grit bed course of 10cm thickness, and the skin of evaporation basin side is precast concrete layer.
Optimally, be also provided with isolated gate in the upper end of described protective guard, described isolated gate is along evaporation basin top sides along distribution.
Optimally, the height of described protective guard is 1 ~ 1.5m.
Optimally, the height of described isolated gate is greater than the height of protective guard.
Relative to prior art, the utility model has following beneficial effect:
1, can effectively reduce the water accumulating volume in gutter: Steaming structure of the present utility model adopts dry-laid rubble as at the bottom of pond, can accelerate the flowing of rainwater on the one hand, on the other hand owing to not absorbing water at the bottom of pond, therefore water accumulating volume is little, is convenient to long-pending evaporation of water.
2, structure is simple, practical, and cost is lower, and the scope of application is very wide.
3, maintenance cost is low, and durability is better.
Accompanying drawing explanation
Fig. 1 is the schematic diagram of the utility model roadbed gutter Steaming structure.
Fig. 2 is the structure sectional view of evaporation basin in the utility model.
In figure, 1-roadbed gutter, 2-gutter, 3-evaporation basin, 4-protective guard, 5-waterproofing course, 6-grit bed course, 7-precast concrete layer, 8-isolated gate.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.
As depicted in figs. 1 and 2, roadbed gutter Steaming structure of the present utility model, comprise the gutter 2 being connected to roadbed gutter 1 side, described roadbed gutter 1 is existing discharge structure, at described roadbed gutter 1 side excavation in the utility model, its proper drainage can not be affected, the effect of shunting can be realized again simultaneously.The other end in described gutter 2 is connected with evaporation basin 3.Described evaporation basin 3 is inverted cone-shaped structure, and the bottom surface of evaporation basin 3 is rectangle, is provided with the protective guard 4 that cement mortar is made at the top of described evaporation basin 3, and the height of described protective guard 4 is 1 ~ 1.5m, wherein, take 1.2m as the best.Described protective guard 4, along evaporation basin 3 top sides along distribution, can prevent animal or human etc. to be strayed in evaporation basin by protective guard 4.Be be built into by dry-laid rubble at the bottom of the pond of described evaporation basin 3, can reduce water like this and retain, meanwhile, also scribble the waterproofing course 5 that one deck is made up of polyurethane water-proof paint at the bottom of the pond of evaporation basin 3, the thickness of described waterproofing course 5 is 2 ~ 5cm; So just further enhance the evaporability of evaporation basin 3.The side of described evaporation basin 3 have employed double-decker, and the internal layer of evaporation basin 3 side is the grit bed course 6 of 10cm thickness, and the skin of evaporation basin 3 side is precast concrete layer 7.Can be avoided evaporating pond 3 side leakage like this.Further, be also provided with isolated gate 8 in the upper end of described protective guard 4, described isolated gate 8 is along evaporation basin 3 top sides along distribution.During installation, the height of described isolated gate 8 is greater than the height of protective guard 4.
Roadbed gutter Steaming structure evaporation effect of the present utility model is good, and easy construction, manufacturing cost is lower, has good versatility and the scope of application.
It should be noted that, above embodiment is only in order to illustrate technical solutions of the utility model but not restriction technologies scheme, although applicant is explained in detail the utility model with reference to preferred embodiment, those of ordinary skill in the art is to be understood that, those amendments that technical solutions of the utility model are carried out or equivalently to replace, aim and the scope of the technical program can not be departed from, all should be encompassed in the middle of the utility model right.

Claims (4)

1. roadbed gutter Steaming structure, is characterized in that, comprises the gutter (2) being connected to roadbed gutter (1) side, and the other end of described gutter (2) is connected with evaporation basin (3); Described evaporation basin (3) is inverted cone-shaped structure, and the bottom surface of evaporation basin (3) is rectangle, is provided with the protective guard (4) that cement mortar is made at the top of described evaporation basin (3), and described protective guard (4) is along evaporation basin (3) top sides along distribution; Be be built into by dry-laid rubble at the bottom of the pond of described evaporation basin (3), also scribble the waterproofing course (5) that one deck is made up of polyurethane water-proof paint at the bottom of the pond of evaporation basin (3), the thickness of described waterproofing course (5) is 2 ~ 5cm; The side of described evaporation basin (3) is double-decker, and the internal layer of evaporation basin (3) side is the grit bed course (6) of 10cm thickness, and the skin of evaporation basin (3) side is precast concrete layer (7).
2. roadbed gutter Steaming structure according to claim 1, is characterized in that, is also provided with isolated gate (8) in the upper end of described protective guard (4), and described isolated gate (8) is along evaporation basin (3) top sides along distribution.
3. roadbed gutter Steaming structure according to claim 1 and 2, is characterized in that, the height of described protective guard (4) is 1 ~ 1.5m.
4. roadbed gutter Steaming structure according to claim 3, is characterized in that, the height of described isolated gate (8) is greater than the height of protective guard (4).
CN201420574003.1U 2014-10-08 2014-10-08 Roadbed gutter Steaming structure Expired - Fee Related CN204139020U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420574003.1U CN204139020U (en) 2014-10-08 2014-10-08 Roadbed gutter Steaming structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420574003.1U CN204139020U (en) 2014-10-08 2014-10-08 Roadbed gutter Steaming structure

Publications (1)

Publication Number Publication Date
CN204139020U true CN204139020U (en) 2015-02-04

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420574003.1U Expired - Fee Related CN204139020U (en) 2014-10-08 2014-10-08 Roadbed gutter Steaming structure

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CN (1) CN204139020U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109113123A (en) * 2018-05-15 2019-01-01 湖北文理学院 A kind of shallowly heavy formula road green belt construction method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109113123A (en) * 2018-05-15 2019-01-01 湖北文理学院 A kind of shallowly heavy formula road green belt construction method
CN109113123B (en) * 2018-05-15 2020-09-01 湖北文理学院 Construction method of shallow-sinking road green belt

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CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20150204

Termination date: 20151008

EXPY Termination of patent right or utility model