CN110565488A - Temporary road macadam paving method - Google Patents
Temporary road macadam paving method Download PDFInfo
- Publication number
- CN110565488A CN110565488A CN201910819767.XA CN201910819767A CN110565488A CN 110565488 A CN110565488 A CN 110565488A CN 201910819767 A CN201910819767 A CN 201910819767A CN 110565488 A CN110565488 A CN 110565488A
- Authority
- CN
- China
- Prior art keywords
- road
- paving
- broken stones
- geomembrane
- seedling raising
- 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
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- 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
- E01C19/48—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 laying-down the materials and consolidating them, or finishing the surface, e.g. slip forms therefor, forming kerbs or gutters in a continuous operation in situ
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- 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
- E01C9/00—Special pavings; Pavings for special parts of roads or airfields
- E01C9/004—Pavings specially adapted for allowing vegetation
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- 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
- E01C9/00—Special pavings; Pavings for special parts of roads or airfields
- E01C9/08—Temporary pavings
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
The invention relates to a method for paving temporary road macadam; the method is characterized in that: the method comprises the following steps of leveling and tamping the surface of the original pavement in the temporary road area; laying a geomembrane on a road surface; laying a honeycomb seedling raising bag on the geomembrane, fixing the bag by using short steel bars, and fixing two sides of a road by using wood baffles; paving crushed stone with proper grain size on the honeycomb-shaped seedling raising bag; paving a wood strip plate in the area where the broken stones are paved, and standing on the wood strip plate to continuously pave the broken stones; after the gravel is paved, repeatedly rolling the road by using a road roller until no obvious wheel tracks exist, and spraying water and rolling the road in the process. The paving method can effectively protect the environment, has a simple structure, is convenient to construct, can protect the original pavement soil body from being mixed by broken stones or other materials as much as possible on the premise of meeting the construction requirement, and has a certain protection effect on the original soil.
Description
Technical Field
The invention relates to the field of construction companies, in particular to a temporary road macadam laying method.
background
The temporary road is paved by adopting the broken stones on the construction site generally, and the temporary road has the characteristics of no water accumulation in rainy seasons and the like, but the temporary road is greatly damaged due to the factors of large weight of passing vehicles, insufficient tamping of the roadbed, serious rain wash and the like, and the broken stones are mixed with the roadbed soil, so that the road is damaged, and the material loss is caused.
disclosure of Invention
The invention aims to overcome the defects and provide a paving method capable of avoiding the road broken stone from settling too fast or easily scattering around.
in order to achieve the above object, the present invention is realized by:
A method for laying temporary road macadam comprises
step 1, leveling and tamping the surface of an original pavement in a temporary road area;
step 2, paving a geomembrane on the road surface;
step 3, laying a honeycomb seedling raising bag on the geomembrane, fixing the bag by using short steel bars, and fixing two sides of a road by using wood baffles;
step 4, paving crushed stones with proper grain sizes on the honeycomb-shaped seedling raising bags;
Step 5, paving a wood strip plate in the area where the broken stones are paved, and standing on the wood strip plate to continue paving the broken stones;
And 6, after paving the broken stones, repeatedly rolling the road by using a road roller until no obvious wheel tracks exist, and spraying water and rolling simultaneously in the process.
in the paving method, the road surface consists of the geomembrane, the honeycomb seedling raising bags, the wood springboard and the baffle, wherein the honeycomb seedling raising bags can be made of materials with different strengths according to different road use conditions.
the paving method has the following advantages:
1. The design is simple, the environment is protected, and the operation is simple;
2. And (5) protecting original soil. Compare materials such as building rubbish, waste soil and make interim pavement, this patent is satisfying under the prerequisite of construction demand, and as far as possible protection original road surface soil body is not mixed by rubble or other materials, has certain guard action to original soil.
3. The application range is wide. The method is suitable for temporary road areas which are not convenient for damaging the original soil surface, and basically meets the requirements of general engineering.
4. The method is simple to operate, large mixing equipment is not needed, only 18-ton road rollers are needed for rolling after paving, and the rest work can be completed manually.
Detailed Description
The invention is further illustrated by the following specific examples.
A method for laying temporary road macadam comprises
Step 1, leveling and tamping the surface of an original pavement in a temporary road area;
step 2, paving a geomembrane on the road surface;
step 3, laying a honeycomb seedling raising bag on the geomembrane, fixing the bag by using short steel bars, and fixing two sides of a road by using wood baffles;
Step 4, paving crushed stones with proper grain sizes on the honeycomb-shaped seedling raising bags;
step 5, paving a wood strip plate in the area where the broken stones are paved, and standing on the wood strip plate to continue paving the broken stones;
And 6, after paving the broken stones, repeatedly rolling the road by using a road roller until no obvious wheel tracks exist, and spraying water and rolling simultaneously in the process.
in the paving method, the road surface consists of the geomembrane, the honeycomb seedling raising bags, the wood springboard and the baffle, wherein the honeycomb seedling raising bags can be made of materials with different strengths according to different road use conditions.
The paving method has the following advantages:
1. The design is simple, the environment is protected, and the operation is simple;
2. And (5) protecting original soil. Compare materials such as building rubbish, waste soil and make interim pavement, this patent is satisfying under the prerequisite of construction demand, and as far as possible protection original road surface soil body is not mixed by rubble or other materials, has certain guard action to original soil.
3. The application range is wide. The method is suitable for temporary road areas which are not convenient for damaging the original soil surface, and basically meets the requirements of general engineering.
4. the method is simple to operate, large mixing equipment is not needed, only 18-ton road rollers are needed for rolling after paving, and the rest work can be completed manually.
Claims (1)
1. a method for paving temporary road macadam is characterized in that: comprises that
Step 1, leveling and tamping the surface of an original pavement in a temporary road area;
step 2, paving a geomembrane on the road surface;
step 3, laying a honeycomb seedling raising bag on the geomembrane, fixing the bag by using short steel bars, and fixing two sides of a road by using wood baffles;
step 4, paving crushed stones with proper grain sizes on the honeycomb-shaped seedling raising bags;
Step 5, paving a wood strip plate in the area where the broken stones are paved, and standing on the wood strip plate to continue paving the broken stones;
And 6, after paving the broken stones, repeatedly rolling the road by using a road roller until no obvious wheel tracks exist, and spraying water and rolling simultaneously in the process.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910819767.XA CN110565488A (en) | 2019-08-31 | 2019-08-31 | Temporary road macadam paving method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910819767.XA CN110565488A (en) | 2019-08-31 | 2019-08-31 | Temporary road macadam paving method |
Publications (1)
Publication Number | Publication Date |
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CN110565488A true CN110565488A (en) | 2019-12-13 |
Family
ID=68777230
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201910819767.XA Pending CN110565488A (en) | 2019-08-31 | 2019-08-31 | Temporary road macadam paving method |
Country Status (1)
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CN (1) | CN110565488A (en) |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6659376B2 (en) * | 2000-05-05 | 2003-12-09 | Normand Savard | Spreading device for confined application of grain type materials |
CN105525551A (en) * | 2015-11-25 | 2016-04-27 | 中国电建集团贵阳勘测设计研究院有限公司 | Transformation method for temporary construction road of wind power field and grass planting pavement structure |
CN105780619A (en) * | 2014-12-26 | 2016-07-20 | 上海勘测设计研究院有限公司 | Seaside soft foundation road structure |
CN206815127U (en) * | 2017-06-24 | 2017-12-29 | 中铁十一局集团第二工程有限公司 | The soft interim sidewalk laying structure in base |
CN108842557A (en) * | 2018-06-15 | 2018-11-20 | 中国铁道科学研究院铁道建筑研究所 | A kind of temporary road pavement structure and method of constructing roadway |
CN109629580A (en) * | 2018-12-04 | 2019-04-16 | 昆明理工大学 | A kind of side slope surface seepage prevention design method |
CN109811613A (en) * | 2019-03-14 | 2019-05-28 | 武汉建工集团股份有限公司 | A kind of interim ground installation and its integral construction method |
CN110080166A (en) * | 2019-03-29 | 2019-08-02 | 河海大学 | A kind of soil engineering bag dam reinforcement method |
-
2019
- 2019-08-31 CN CN201910819767.XA patent/CN110565488A/en active Pending
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6659376B2 (en) * | 2000-05-05 | 2003-12-09 | Normand Savard | Spreading device for confined application of grain type materials |
CN105780619A (en) * | 2014-12-26 | 2016-07-20 | 上海勘测设计研究院有限公司 | Seaside soft foundation road structure |
CN105525551A (en) * | 2015-11-25 | 2016-04-27 | 中国电建集团贵阳勘测设计研究院有限公司 | Transformation method for temporary construction road of wind power field and grass planting pavement structure |
CN206815127U (en) * | 2017-06-24 | 2017-12-29 | 中铁十一局集团第二工程有限公司 | The soft interim sidewalk laying structure in base |
CN108842557A (en) * | 2018-06-15 | 2018-11-20 | 中国铁道科学研究院铁道建筑研究所 | A kind of temporary road pavement structure and method of constructing roadway |
CN109629580A (en) * | 2018-12-04 | 2019-04-16 | 昆明理工大学 | A kind of side slope surface seepage prevention design method |
CN109811613A (en) * | 2019-03-14 | 2019-05-28 | 武汉建工集团股份有限公司 | A kind of interim ground installation and its integral construction method |
CN110080166A (en) * | 2019-03-29 | 2019-08-02 | 河海大学 | A kind of soil engineering bag dam reinforcement method |
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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 | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20191213 |