CN109339201A - The laying on porous ground and the method for arranging in gutter - Google Patents
The laying on porous ground and the method for arranging in gutter Download PDFInfo
- Publication number
- CN109339201A CN109339201A CN201811171423.4A CN201811171423A CN109339201A CN 109339201 A CN109339201 A CN 109339201A CN 201811171423 A CN201811171423 A CN 201811171423A CN 109339201 A CN109339201 A CN 109339201A
- Authority
- CN
- China
- Prior art keywords
- gutter
- laying
- arranging
- shakedown
- surface layer
- 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.)
- Pending
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
- E01C11/224—Surface drainage of streets
- E01C11/225—Paving specially adapted for through-the-surfacing drainage, e.g. perforated, porous; Preformed paving elements comprising, or adapted to form, passageways for carrying off drainage
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C5/00—Pavings made of prefabricated single units
- E01C5/04—Pavings made of prefabricated single units made of bricks
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Road Paving Structures (AREA)
Abstract
The present invention provides a kind of laying on porous ground and the method for arranging in gutter, the laying structures on the ground, including the shakedown surface layer being made of water-permeable brick；The pervious bed being made of pitch or pervious concrete；The filter layer being made of waffle slab；The drainage blanket being made of gutter.Structure of the invention design is reasonable, it is easy to use, when rainwater falls on the shakedown surface layer of structure design, rainwater can be penetrated into pervious bed by water-permeable brick, and rainwater passes through filter layer by pervious bed again, it falls in gutter, so far, in the lower city road of topography, surface layer can also be spread to avoid spot and seeping phenomenon occurs；Meanwhile in the structure of the present invention, it as the effect of the pervious bed made of pitch or pervious concrete and the filter layer as made from stainless (steel) wire panel, can effectively avoid shakedown surface layer there is a phenomenon where collapsing, further increase the practicability for doing structure design.
Description
Technical field
The invention mainly relates to the technical fields of urban surface draining, and in particular to the laying on porous ground and gutter
Method for arranging.
Background technique
Sewerage system is processing and the job facilities system for excluding municipal sewage and rainwater, is urban public utilities
Component part.Sewerage system planning is the component part of overall city planning.Sewerage system is usually by drainage pipeline
It is formed with sewage treatment plant.In the case where carrying out sewage, rainwater separate system, sewage is collected by drainage pipeline, is sent to sewage
After reason, it is discharged into water body or recycling；After rainfall runoff is collected by drainage pipeline, it is discharged into water body nearby.
In existing drainage system, all it is that water flow is pooled to by certain using the method shunted, focuses on, i.e.,
It is both provided with drainage pipeline in each street in city, by these drainage pipelines, realizes the shunting management of municipal drainage；But
The design of this structure cannot achieve the water accumulated in earth's surface, and in some hypsography low-lying locations in city, excess surface water easily occurs
Phenomenon, some places, ground area water can reach several meter Shen, seriously affect the normal life of people, meanwhile, it is some not
The section of ponding, rainwater can be entered in soil layer by the gap between brick, after amount of rainfall is more than certain quantity, just
Can that there is a phenomenon where soil layers is fluffy, further, the brick that will lead to be laid with loosens, after pedestrian steps down in above, just
Mud can occur to fly up, thus phenomena such as making pedestrian's shoes, the bottom of s trouser leg dirty.
Summary of the invention
Invention broadly provides a kind of laying on porous ground and the method for arranging in gutter, to solve above-mentioned back
It is proposed in scape technology, existing urban pavement influences the normal life of people there is a phenomenon where ponding, simultaneously as soil layer
The technical issues of brick loosens, mud is caused to splash easily occurs for ponding.
The present invention solves the technical solution that above-mentioned technical problem uses are as follows:
The laying on porous ground and the method for arranging in gutter, the laying structure on the ground, including the ground being made of water-permeable brick
Spread surface layer；The pervious bed being made of pitch or pervious concrete；The filter layer being made of waffle slab；The draining being made of gutter
Layer.
Preferably, the water-permeable brick on the shakedown surface layer is mainly by high-strength cement, cement polymer reinforcing agent, granite
Aggregate and polypropylene fibre mixed sintering form.In this less preferred example, the specific component content about water-permeable brick includes 65%-
Cement admixture reinforcing agent, the granite aggregate of 20%-30% and the polypropylene of 3%-5% of 70% high-strength cement, 0.5%-2%
Fiber.
Preferably, the filter layer is welded to form by 2-3 block waffle slab, each piece of waffle slab with a thickness of 3-5mm's
Stainless steel products, and the sizing grid of the waffle slab is less than 1X1mm.In this less preferred example, pass through setting for multi-Block Grid plate
Meter, can be improved whole compression strength, meanwhile, can also avoid as far as possible pitch or pervious concrete it is excessive fall to gutter
On 4 top cover 41 and gutter ontology 42, meanwhile, using the material of stainless steel, compression strength is not only further increased, meanwhile,
Also it can avoid that corrosion phenomenon occurs, improve service life.
Preferably, the gutter includes top cover and gutter ontology, and the waffle slab is bolted on the top
The upper surface of lid.
Compared with prior art, the invention has the benefit that
Structure of the invention design is rationally, easy to use, and when rainwater falls on the shakedown surface layer of structure design, rainwater can be by saturating
Water brick, penetrates into pervious bed, and rainwater passes through filter layer by pervious bed again, falls in gutter, so far, lower in topography
City road can also spread surface layer to avoid spot and seeping phenomenon occurs；Meanwhile in the structure of the present invention, by by pitch
Or the effect of pervious bed made of pervious concrete and the filter layer as made from stainless (steel) wire panel, it can effectively avoid shakedown surface layer
There is a phenomenon where collapsing, the practicability for doing structure design is further increased.
Detailed explanation is carried out to the present invention below with reference to attached drawing and specific embodiment.
Detailed description of the invention
Fig. 1 is layered structure display diagram of the invention.
In figure: 1- shakedown surface layer, 2- pervious bed, 3- filter layer, the gutter 4-, 41- top cover, the gutter 42- ontology.
Specific embodiment
The existing various exemplary embodiment that the present invention will be described in detail, the detailed description are not considered as to limit of the invention
System, and it is understood as the more detailed description to certain aspects of the invention, characteristic and embodiment.
Without departing substantially from the scope or spirit of the invention, the specific embodiment of description of the invention can be done more
Kind improvements and changes, this will be apparent to those skilled in the art.Other realities obtained by specification of the invention
Applying mode for technical personnel is apparent obtain.Present specification and embodiment are merely exemplary.
In the design of existing structure, all it is first to cast aside ground, is then tamped again, the soil layer table then tamped again
Concrete or mortar are gone up in face, are then again laid in water-permeable brick one by one above, and until solidification, structure design is
The existing most common design, the design of the structure after rainwater is fallen on shakedown surface layer, can penetrate into soil layer by water-permeable brick
It is interior, it causes the soil in the soil layer to loosen, under long-time, will result in the loosening of water-permeable brick；Further, since water-permeable brick is
It is directly contacted by mortar or concrete with soil layer, when rainfall is larger, rainwater is on shakedown surface layer can not be by permeable
Penetrating into soil layer when brick urgency will result in shakedown surface layer and cause seeping phenomenon in turn, to affect the normal life of people
It is living.
In the present invention, making step is as follows:
First as requested, water-permeable brick required for producing out will need to be laid with the section of the structure, pass through after producing
Excavator is deep-cut, and has dug after a certain period of time, gutter ontology 42 is embedded to, buried as requested by gutter ontology 42
After entering, in the upper end that top cover 41 is fixed on to gutter ontology 42, multiple stainless (steel) wire panels are then passed through into multiple spiral shells again
Bolt is fixed on one by one on top cover 41, and after the installation for completing top cover 41, pitch or pervious concrete are poured on Stainless steel mesh
On plate, water-permeable brick is being fixed on one by one on pitch or pervious concrete, until solidification stops.
Shakedown surface of the present invention relative to existing structure, it is initiative by shakedown water-permeable brick and city incity gutter phase
In conjunction with mode design, in the city road of hypsography low-lying, when rainfall is more, rainwater can be penetrated into permeable by water-permeable brick
Layer, due to being made of in pervious bed pitch or pervious concrete, rainwater can directly be penetrated into gutter ontology 42, from
And there is a phenomenon where rainwater to accumulate in avoidable hypsography low-lying location；Further, since pervious bed is by pitch or permeable
Concrete is laid with, moreover, the top cover 41 in gutter 4 itself has anti-pressure ability, thus, when weight is born on water-permeable brick surface
When, the practicability of structure design will not can be improved there is a phenomenon where surface collapse.
Claims (4)
1. the laying on porous ground and the method for arranging in gutter, feature are being, the laying structure on the ground, including by
The shakedown surface layer (1) of water-permeable brick composition；The pervious bed (2) being made of pitch or pervious concrete；The filtering being made of waffle slab
Layer (3)；The drainage blanket being made of gutter (4).
2. the laying on porous ground according to claim 1 and the method for arranging in gutter, feature is being, described
The water-permeable brick on shakedown surface layer (1) is mainly by high-strength cement, cement polymer reinforcing agent, granite aggregate and polypropylene fibre
Mixed sintering forms.
3. the laying on porous ground according to claim 1 and the method for arranging in gutter, feature is being, described
Filter layer (3) is welded to form by 2-3 block waffle slab, the stainless steel products with a thickness of 3-5mm of each piece of waffle slab, and described
The sizing grid of waffle slab is less than 1X1mm.
4. the laying on porous ground according to claim 3 and the method for arranging in gutter, feature is being, described
Gutter (4) includes top cover (41) and gutter ontology (42), and the waffle slab is bolted on the top cover (41)
Upper surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811171423.4A CN109339201A (en) | 2018-10-09 | 2018-10-09 | The laying on porous ground and the method for arranging in gutter |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811171423.4A CN109339201A (en) | 2018-10-09 | 2018-10-09 | The laying on porous ground and the method for arranging in gutter |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109339201A true CN109339201A (en) | 2019-02-15 |
Family
ID=65308200
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811171423.4A Pending CN109339201A (en) | 2018-10-09 | 2018-10-09 | The laying on porous ground and the method for arranging in gutter |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109339201A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114086444A (en) * | 2021-11-10 | 2022-02-25 | 南京砼利建筑咨询有限公司 | Underground networking system and method based on heavy ground drainage |
| CN116122096A (en) * | 2023-03-22 | 2023-05-16 | 广东长宏建设集团有限公司 | Pavement permeable pavement and construction method thereof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20040079371A (en) * | 2004-07-31 | 2004-09-14 | 한상관 | Method for making vegetable solid with vegetable member, method for making concrete mortar with members made by method thereof, method for making block with concrete mortar made by method thereof, and method for constructing retaining wall or paving road with concreted mortar made by method thereof |
| CN206027190U (en) * | 2016-09-06 | 2017-03-22 | 济南昌耀工程技术有限公司 | Full metal filter convenient to it is clean |
| CN106759789A (en) * | 2016-12-26 | 2017-05-31 | 江苏中路工程技术研究院有限公司 | A kind of road gully structure suitable for sponge city |
| CN108275975A (en) * | 2018-01-26 | 2018-07-13 | 海宁市大众建材有限公司 | A kind of production method of environment friendly pervious brick |
| CN207919282U (en) * | 2018-01-19 | 2018-09-28 | 长春市城建维护股份有限公司 | A kind of permeable pavement structure |
-
2018
- 2018-10-09 CN CN201811171423.4A patent/CN109339201A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20040079371A (en) * | 2004-07-31 | 2004-09-14 | 한상관 | Method for making vegetable solid with vegetable member, method for making concrete mortar with members made by method thereof, method for making block with concrete mortar made by method thereof, and method for constructing retaining wall or paving road with concreted mortar made by method thereof |
| CN206027190U (en) * | 2016-09-06 | 2017-03-22 | 济南昌耀工程技术有限公司 | Full metal filter convenient to it is clean |
| CN106759789A (en) * | 2016-12-26 | 2017-05-31 | 江苏中路工程技术研究院有限公司 | A kind of road gully structure suitable for sponge city |
| CN207919282U (en) * | 2018-01-19 | 2018-09-28 | 长春市城建维护股份有限公司 | A kind of permeable pavement structure |
| CN108275975A (en) * | 2018-01-26 | 2018-07-13 | 海宁市大众建材有限公司 | A kind of production method of environment friendly pervious brick |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114086444A (en) * | 2021-11-10 | 2022-02-25 | 南京砼利建筑咨询有限公司 | Underground networking system and method based on heavy ground drainage |
| CN116122096A (en) * | 2023-03-22 | 2023-05-16 | 广东长宏建设集团有限公司 | Pavement permeable pavement and construction method thereof |
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| PB01 | Publication | ||
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Application publication date: 20190215 |