CN108951349A - A kind of pervious concrete structure and method for paving - Google Patents
A kind of pervious concrete structure and method for paving Download PDFInfo
- Publication number
- CN108951349A CN108951349A CN201810817929.1A CN201810817929A CN108951349A CN 108951349 A CN108951349 A CN 108951349A CN 201810817929 A CN201810817929 A CN 201810817929A CN 108951349 A CN108951349 A CN 108951349A
- Authority
- CN
- China
- Prior art keywords
- pervious concrete
- surface layer
- screed
- plate
- ground
- 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
Links
Classifications
-
- 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
- E01C7/00—Coherent pavings made in situ
- E01C7/08—Coherent pavings made in situ made of road-metal and binders
- E01C7/32—Coherent pavings made in situ made of road-metal and binders of courses of different kind made in situ
-
- 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
- E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
- E01C19/22—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for consolidating or finishing laid-down unset materials
- E01C19/30—Tamping or vibrating apparatus other than rollers ; Devices for ramming individual paving elements
- E01C19/34—Power-driven rammers or tampers, e.g. air-hammer impacted shoes for ramming stone-sett paving; Hand-actuated ramming or tamping machines, e.g. tampers with manually hoisted dropping weight
- E01C19/40—Power-driven rammers or tampers, e.g. air-hammer impacted shoes for ramming stone-sett paving; Hand-actuated ramming or tamping machines, e.g. tampers with manually hoisted dropping weight adapted to impart a smooth finish to the paving, e.g. tamping or vibrating finishers
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
The present invention relates to ground pavement technical fields, refer in particular to a kind of pervious concrete structure and method for paving, including two be set on ground kerbstone spaced apart, the rubble stabilized zone being layed between two kerbstones, it is layed in the pervious concrete base of rubble stabilized zone upper surface and is layed in the pervious concrete surface layer of pervious concrete base upper surface, pervious concrete surface layer is tentatively levelling by floating rule progress ground, and complete ground it is preliminary it is levelling after pervious concrete surface layer upper surface place screed, plate compactor is placed above in screed, plate compactor drives screed vibration pressure pervious concrete surface layer, until the pervious concrete surface layer is flushed with two kerbstones.The present invention uses such structure setting, improves the planarization of pervious concrete surface layer, while driving screed vibration pressure by the vibration of plate compactor walking, greatly improves the mechanical property of pervious concrete.
Description
Technical field
The present invention relates to ground pavement technical field, a kind of pervious concrete structure and method for paving are refered in particular to.
Background technique
Permeable concrete ground, which is mated formation, often receives light method using finisher, and this method is past in large area permeable pavement
Pressure of effectively shaking is not obtained toward the integral smoothness on ground not easy to control, and using pervious concrete when finisher receipts light method,
Its mechanical property is greatly reduced, high-strength water-permeable concrete road surface demand cannot be better meet.
Summary of the invention
In view of the above problems, utilizing screed sheet the present invention provides a kind of pervious concrete structure and method for paving
The flatness of body greatly improves the planarization of pervious concrete surface layer, while determining for pervious concrete surface layer can be effectively controlled
Position height drives screed vibration pressure by the vibration walking of plate compactor, so that pervious concrete is obtained vibrating compacting, greatly improve
The mechanical property of pervious concrete, and it is high-efficient to mat formation, and is suitble to large area permeable pavement.
To achieve the goals above, the technical solution that the present invention applies is as follows:
A kind of pervious concrete structure including two be set on ground kerbstone spaced apart, is layed in institute
State the rubble stabilized zone between two kerbstones, the pervious concrete base for being layed in rubble stabilized zone upper surface and paving
Pervious concrete surface layer set on pervious concrete base upper surface, at the beginning of pervious concrete surface layer carries out ground by floating rule
Walk it is levelling, and complete ground it is preliminary it is levelling after pervious concrete surface layer upper surface place screed, screed is placed above flat
Plate rams, and plate compactor drives screed vibration pressure pervious concrete surface layer, until the pervious concrete surface layer and two kerbstones are neat
It is flat.
A kind of method for paving of pervious concrete structure, which comprises the following steps:
1) uniformly pave one layer of rubble stabilized zone between two be set on ground kerbstone spaced apart；
2) it uniformly paves one layer of pervious concrete base in the upper surface of rubble stabilized zone；
3) it uniformly paves one layer of pervious concrete surface layer in the upper surface of pervious concrete base；
4) tentatively levelling to pervious concrete surface layer progress ground by floating rule；
5) screed is placed in the pervious concrete surface layer after completion ground is tentatively levelling；
6) plate compactor is placed on screed；
7) plate compactor is opened, screed vibration pressure pervious concrete surface layer is driven by plate compactor, until with two kerbstones
It flushes.
Furthermore, kerbstone described in step 1) uses curb steel plate or absolute altitude locating template.
Furthermore, floating rule described in step 4) uses plank, glued board, plastic plate, iron plate or is flat with side
The plate in face.
Furthermore, the size of screed described in step 5) is arranged using that can cover two kerbstones.
Furthermore, screed described in step 5) using plank, glued board, plastic plate, iron plate or has certain rigid
The surface plate of degree.
The invention has the advantages that:
The present invention uses such structure setting, greatly improves pervious concrete using the flatness of screed itself
The planarization of surface layer, while the positioning height of pervious concrete surface layer can be effectively controlled, it is walked and is driven by the vibration of plate compactor
Screed vibration pressure, makes pervious concrete obtain vibrating compacting, greatly improves the mechanical property of pervious concrete, and effect of mating formation
Rate is high, is suitble to large area permeable pavement.
Detailed description of the invention
Fig. 1 is pervious concrete structure and permeable pavement equipment top view；
Fig. 2 is pervious concrete structure and permeable pavement equipment side view；
Fig. 3 is that floating rule carries out preliminary levelling schematic diagram to pervious concrete surface layer.
1. pervious concrete surface layer；2. kerbstone；3. screed；4. plate compactor；5. floating rule；6. pervious concrete base；
7. rubble stabilized zone.
Specific embodiment
Technical solution of the present invention is illustrated with embodiment with reference to the accompanying drawing.
As shown in Figure 1 to Figure 3, a kind of pervious concrete structure of the present invention, including spaced apart it is set to ground
Two kerbstones 2 on face, are layed in 7 upper surface of rubble stabilized zone at the rubble stabilized zone 7 being layed between two kerbstones 2
Pervious concrete base 6 and be layed in the pervious concrete surface layer 1 of 6 upper surface of pervious concrete base, pervious concrete
Surface layer 1 carries out that ground is tentatively levelling by floating rule 5, and complete ground it is preliminary it is levelling after 1 upper surface of pervious concrete surface layer put
Screed 3 is set, plate compactor 4 is placed above in screed 3, and plate compactor 4 drives the vibration pressure pervious concrete surface layer 1 of screed 3, until institute
It states pervious concrete surface layer 1 and flushes (or reaching positioning absolute altitude) with two kerbstones 2.The above constitutes the basic knot of the present invention
Structure.
The present invention uses such structure setting, greatly improves permeable coagulation using the flatness of screed 3 itself
The planarization of native surface layer 1, while the positioning height of pervious concrete surface layer 1 can be effectively controlled, it is walked by the vibration of plate compactor 4
The vibration pressure of screed 3 is driven, so that pervious concrete is obtained vibrating compacting, greatly improves the mechanical property of pervious concrete, and
Mat formation high-efficient, is suitble to large area permeable pavement.
A kind of method for paving of pervious concrete structure, which comprises the following steps:
1) uniformly pave one layer of rubble stabilized zone 7 between two be set on ground kerbstone 2 spaced apart；
Using such structure setting, lower layer's pedestal using rubble stabilized zone 7 as pervious concrete structure, while passing through two roads
Kerb 2 limits the two sides of rubble stabilized zone 7.
2) it uniformly paves one layer of pervious concrete base 6 in the upper surface of rubble stabilized zone 7；It is set using such structure
It sets, the middle layer pedestal using pervious concrete base 6 as pervious concrete structure.
3) it uniformly paves one layer of pervious concrete surface layer 1 in the upper surface of pervious concrete base 6；Using such structure
Setting, the upper layer pedestal using pervious concrete surface layer 1 as pervious concrete structure.
4) tentatively levelling to the progress of pervious concrete surface layer 1 ground by floating rule 5；Using such structure setting, pass through
Floating rule 5 carries out the surface of pervious concrete surface layer 1 to strike off processing, places screed 3 convenient for postorder.
5) screed 3 is placed in the pervious concrete surface layer 1 after completion ground is tentatively levelling；It is set using such structure
It sets, greatly improves the planarization of pervious concrete surface layer 1 using the flatness of screed 3 itself.
6) plate compactor 4 is placed on screed 3；
7) plate compactor 4 is opened, the vibration pressure pervious concrete surface layer 1 of screed 3 is driven by plate compactor 4, until with two roads
Kerb 2 flushes (or reaching positioning absolute altitude).Using such structure setting, the vibration pressure of screed 3 is driven by plate compactor 4, can be had
The positioning height of effect control pervious concrete surface layer 1, while the vibration pressure of screed 3 is driven by plate compactor 4, obtain pervious concrete
To vibrating compacting, the mechanical property of pervious concrete is greatly improved.
More specifically, traditional kerbstone or way station stone can be directly used in kerbstone 2 described in step 1), can also be with
Using curb steel plate or locating template.
More specifically, floating rule 5 described in step 4) uses plank, glued board, plastic plate, iron plate or is flat with side
The plate in face.In practical application, floating rule 5 need to be that the preliminary levelling of ground can be realized in the plate of plane using there is side, materials
It is convenient, effectively save the cost of custom-made.
More specifically, the size of screed 3 described in step 5) is arranged using that can cover two kerbstones 2.It adopts
With such structure setting, flushed convenient for controlling the positioning height of pervious concrete surface layer 1 with two kerbstones 2.
More specifically, screed 3 described in step 5) using plank, glued board, plastic plate, iron plate or has certain rigid
The surface plate of degree.Using such structure setting, pervious concrete is greatly improved using the flatness of screed 3 itself
The planarization of surface layer 1.
The embodiment of the present invention is described in conjunction with attached drawing above, but the invention is not limited to above-mentioned specific realities
Mode is applied, the above mentioned embodiment is only schematical, rather than restrictive, and those skilled in the art exist
Under enlightenment of the invention, without breaking away from the scope protected by the purposes and claims of the present invention, many shapes can be also made
Formula, within these are all belonged to the scope of protection of the present invention.
Claims (6)
1. a kind of pervious concrete structure, it is characterised in that: including two be set on ground kerbstone spaced apart
(2), it is layed in the rubble stabilized zone (7) between two kerbstones (2), is layed in rubble stabilized zone (7) upper surface
Pervious concrete base (6) and be layed in the pervious concrete surface layer (1) of pervious concrete base (6) upper surface,
The pervious concrete surface layer (1) carries out that ground is tentatively levelling by floating rule (5), and complete ground it is preliminary it is levelling after it is permeable mixed
Screed (3) are placed in solidifying soil surface layer (1) upper surface, and the screed (3) is placed above plate compactor (4), plate compactor (4) band
Dynamic screed (3) vibration pressure pervious concrete surface layer (1), until the pervious concrete surface layer (1) is neat with two kerbstones (2)
It is flat.
2. a kind of method for paving of pervious concrete structure, which comprises the following steps:
1) uniformly pave one layer of rubble stabilized zone (7) between two be set on ground kerbstone (2) spaced apart；
2) it uniformly paves one layer of pervious concrete base (6) in the upper surface of rubble stabilized zone (7)；
3) it uniformly paves one layer of pervious concrete surface layer (1) in the upper surface of pervious concrete base (6)；
4) tentatively levelling to pervious concrete surface layer (1) progress ground by floating rule (5)；
5) screed (3) are placed in the pervious concrete surface layer (1) after completion ground is tentatively levelling；
6) plate compactor (4) are placed on screed (3)；
7) plate compactor (4) are opened, screed (3) vibration pressure pervious concrete surface layer (1) is driven by plate compactor (4), until with two
Kerbstone (2) flushes.
3. a kind of method for paving of pervious concrete according to claim 2, it is characterised in that: kerbstone described in step 1)
(2) curb steel plate or absolute altitude locating template are used.
4. a kind of method for paving of pervious concrete structure according to claim 2, it is characterised in that: scraped described in step 4)
Ruler (5) use plank, glued board, plastic plate, iron plate or with side for the plate of plane.
5. a kind of method for paving of pervious concrete structure according to claim 2, it is characterised in that: whole described in step 5)
The size of plate (3) is arranged using that can cover two kerbstones (2).
6. a kind of method for paving of pervious concrete structure according to claim 2, it is characterised in that: whole described in step 5)
Plate (3) uses plank, glued board, plastic plate, iron plate or the surface plate with certain rigidity.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810817929.1A CN108951349A (en) | 2018-07-23 | 2018-07-23 | A kind of pervious concrete structure and method for paving |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810817929.1A CN108951349A (en) | 2018-07-23 | 2018-07-23 | A kind of pervious concrete structure and method for paving |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108951349A true CN108951349A (en) | 2018-12-07 |
Family
ID=64464075
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810817929.1A Pending CN108951349A (en) | 2018-07-23 | 2018-07-23 | A kind of pervious concrete structure and method for paving |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108951349A (en) |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101392484A (en) * | 2008-10-10 | 2009-03-25 | 中国建筑股份有限公司 | Stone texture-imitated pervious concrete ground and construction method thereof |
| CN201400841Y (en) * | 2009-01-09 | 2010-02-10 | 长沙理工大学 | Continuously reinforced concrete composite asphalt pavement structure |
| CN101718069A (en) * | 2008-10-09 | 2010-06-02 | 深圳市海川实业股份有限公司 | Permeable pavement structure |
| CN201713743U (en) * | 2009-07-04 | 2011-01-19 | 商丘市豫东公路勘察设计有限公司 | Asphalt concrete pavement structure of roads in Pingyuan County in Eastern Henan Province |
| CN202031003U (en) * | 2010-07-29 | 2011-11-09 | 上海园林绿化建设有限公司 | Pervious concrete park pavement layer structure |
| CN203977261U (en) * | 2014-05-14 | 2014-12-03 | 黑龙江省龙建路桥第三工程有限公司 | Rigid pavement paving and leveling tamping equipment |
| CN104695298A (en) * | 2015-02-12 | 2015-06-10 | 广州市市政工程设计研究院 | Complete permeable compound type road surface structure |
| CN204435179U (en) * | 2015-01-06 | 2015-07-01 | 河北省交通建设监理咨询有限公司 | A kind of automatic leveling head of laser and evener |
| CN105463967A (en) * | 2015-11-19 | 2016-04-06 | 中建七局第二建筑有限公司 | Water-permeable wear-resistant garden path and construction method thereof |
-
2018
- 2018-07-23 CN CN201810817929.1A patent/CN108951349A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101718069A (en) * | 2008-10-09 | 2010-06-02 | 深圳市海川实业股份有限公司 | Permeable pavement structure |
| CN101392484A (en) * | 2008-10-10 | 2009-03-25 | 中国建筑股份有限公司 | Stone texture-imitated pervious concrete ground and construction method thereof |
| CN201400841Y (en) * | 2009-01-09 | 2010-02-10 | 长沙理工大学 | Continuously reinforced concrete composite asphalt pavement structure |
| CN201713743U (en) * | 2009-07-04 | 2011-01-19 | 商丘市豫东公路勘察设计有限公司 | Asphalt concrete pavement structure of roads in Pingyuan County in Eastern Henan Province |
| CN202031003U (en) * | 2010-07-29 | 2011-11-09 | 上海园林绿化建设有限公司 | Pervious concrete park pavement layer structure |
| CN203977261U (en) * | 2014-05-14 | 2014-12-03 | 黑龙江省龙建路桥第三工程有限公司 | Rigid pavement paving and leveling tamping equipment |
| CN204435179U (en) * | 2015-01-06 | 2015-07-01 | 河北省交通建设监理咨询有限公司 | A kind of automatic leveling head of laser and evener |
| CN104695298A (en) * | 2015-02-12 | 2015-06-10 | 广州市市政工程设计研究院 | Complete permeable compound type road surface structure |
| CN105463967A (en) * | 2015-11-19 | 2016-04-06 | 中建七局第二建筑有限公司 | Water-permeable wear-resistant garden path and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| RU2014130130A (en) | ROAD LAYING MACHINE | |
| KR100778045B1 (en) | Block equipped with drainage and ventilation function, its producing method, and block mult-layer formed from materialization of the blocks | |
| CN105803922B (en) | A kind of high embankment filled soil end of the bridge anti-settling structure | |
| CN106283944A (en) | Method for reinforcing shallow soft foundation by pressing and filling rubbles and/or blocks | |
| CN108221533A (en) | A kind of laying method in backroad face | |
| CN212834888U (en) | Sponge city permeable pavement paver working device | |
| CN108951349A (en) | A kind of pervious concrete structure and method for paving | |
| CN209779417U (en) | Spreading machine | |
| KR101044745B1 (en) | Boundary stone constructing apparatus and method enabling leveling and hardening | |
| CN208362832U (en) | A kind of spongeization road structure of cracking resistance | |
| CN207878440U (en) | A kind of reinforcement composite foundation structure suitable for soft soil foundation | |
| CN207143685U (en) | Mould for hardened verge of constructing | |
| CN115787576A (en) | Movable slope protection sand cushion paving compaction device and construction process | |
| CN108316076A (en) | A kind of closely knit making construction method of highway earth shoulder sliding formwork pressure | |
| CN212561069U (en) | Automatic cement stabilized macadam base course edge film covering device | |
| CN203834313U (en) | Impound strap for highway pavement | |
| KR100963298B1 (en) | The construction method of the paving layers having an elasticity | |
| CN105603842A (en) | Large-thickness sand filling construction technology for embankment | |
| CN102518018B (en) | Stacked structure of road pavement and construction method for stacked structure | |
| CN206916560U (en) | The road structure of soft clay area | |
| CN1584209A (en) | Block pavement constructing method | |
| CN106544940B (en) | A kind of garden road pile foundation type spit of fland step structure and construction technology | |
| CN211772644U (en) | Cement mortar laying device for road and bridge construction | |
| CN216405369U (en) | Composite foundation slope structure | |
| JP4515677B2 (en) | Artificial grass pavement method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20181207 |
|
| RJ01 | Rejection of invention patent application after publication |