CN108457147A - A kind of construction method of the interim sidewalk in construction site - Google Patents
A kind of construction method of the interim sidewalk in construction site Download PDFInfo
- Publication number
- CN108457147A CN108457147A CN201810234734.4A CN201810234734A CN108457147A CN 108457147 A CN108457147 A CN 108457147A CN 201810234734 A CN201810234734 A CN 201810234734A CN 108457147 A CN108457147 A CN 108457147A
- Authority
- CN
- China
- Prior art keywords
- roach
- cement
- water
- building waste
- construction
- 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
- 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
- E01C9/086—Temporary pavings made of concrete, wood, bitumen, rubber or synthetic material or a combination thereof
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
-
- 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
- E01C11/16—Reinforcements
- E01C11/18—Reinforcements for cement concrete pavings
Landscapes
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Structural Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Ceramic Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Materials Engineering (AREA)
- Organic Chemistry (AREA)
- Road Paving Structures (AREA)
Abstract
The invention discloses a kind of construction methods of the interim sidewalk in construction site, using following steps：1) according to the requirement of the minimum intensity of interim sidewalk and requirement, roach, building waste, cement and water is mixed, the trial test of mixing inverse proportion is carried out, while keeping cement that roach and building waste is cemented together securely；2) the mix ratio determined according to step 1), by roach, building waste, cement and water uniform mixing；3) mixture of the roach of step 2) uniform mixing, building waste, cement and water is subjected to layering decking and rolling, forms roadbed；4) reinforced mesh is laid on the roadbed that the step 3) is formed；5) mixture of the roach of step 2) uniform mixing, building waste, cement and water is paved on reinforced mesh, and is rolled repeatedly, form road surface.The present invention can realize the recycling of waste and meet construction site to the requirement of interim sidewalk, greatly reduce construction cost.
Description
Technical field
The present invention relates to a kind of construction method of temporary road, the construction party of especially a kind of interim sidewalk in construction site
Method.
Background technology
Railway traffic engineering or the interim sidewalk at Municipal Engineering Construction scene are typically all to be carried out firmly using armored concrete
Change, cost is higher.Actually requirement of the construction site to interim sidewalk be not high, if not occurrence of large-area collapse or
Person's large deformation.And construction site has many building wastes and spoir not to efficiently use, directly when waste is transported to field
It is handled outside ground.Construction site seldom uses hardening structure of the existing waste as temporary construction sidewalk at present.
Invention content
The present invention provides a kind of construction of the interim sidewalk in construction site to solve technical problem present in known technology
Method, this method can realize the recycling of waste and meet construction site to the requirement of interim sidewalk, pole
The earth reduces construction cost.
The present invention is adopted the technical scheme that solve technical problem present in known technology：A kind of construction site is faced
When sidewalk construction method, using following steps：1) according to the intensity requirement and requirement of interim sidewalk, by roach, building
Rubbish, cement and water mix, and carry out the trial test of mixing inverse proportion, while keeping cement that roach and building waste is secured
Ground is cemented together；2) the mix ratio determined according to step 1), by roach, building waste, cement and water uniform mixing；3) will
The roach of step 2) uniform mixing, building waste, cement and water mixture carry out layering decking and rolling, form roadbed；4) will
Reinforced mesh is laid on the roadbed that the step 3) is formed；5) by the roach of step 2) uniform mixing, building waste, cement and
The mixture of water paves on reinforced mesh, and is rolled repeatedly, and road surface is formed.
The volume of cement is 8~12%.
The grain size of building waste is not greater than 500mm, and the water content of roach is not greater than 50%.
Building waste is at least one of brick, broken concrete and rubble.
Roach is the soil or place surface layer miscellaneous fill that building enclosure bored pile construction drills out.
The thickness of layered rolling is not more than 500mm.
The steel wire diameter of reinforced mesh is 8-12mm, spacing 150-300mm；The lap of splice between reinforced mesh must not be small
In 200mm, a height of 10-15cm of top mark of the reinforced mesh apart from road surface.
The invention has the advantages and positive effects that：It is mixed according to a certain percentage using roach, building waste, cement and water
The mixture formed is closed as temporary road of the main material construction with some strength, layered rolling, at the top of temporary road
Embedded reinforced mesh, increases the deformation stability on road surface, has not only realized the recycling of waste, but also meet construction site
Road occupation deformation requirements, significantly reduce the construction cost of the interim sidewalk in construction site.
Description of the drawings
Fig. 1 is the structural schematic diagram that the present invention applies.
In figure：1, roadbed；2, reinforced mesh；3, road surface.
Specific implementation mode
In order to further understand the content, features and effects of the present invention, the following examples are hereby given, and coordinate attached drawing
Detailed description are as follows：
Referring to Fig. 1, a kind of construction method of the interim sidewalk in construction site, using following steps：
1) according to the intensity requirement and requirement of interim sidewalk, roach, building waste, cement and water are blended in one
It rises, carries out the trial test of mixing inverse proportion, while keeping cement that roach and building waste is cemented together securely,
2) the mix ratio determined according to step 1), by roach, building waste, cement and water uniform mixing；
3) mixture of the roach of step 2) uniform mixing, building waste, cement and water is subjected to layering decking and rolling, shape
At roadbed 1；
4) reinforced mesh 2 is laid on the roadbed 1 that the step 3) is formed；
5) mixture of the roach of step 2) uniform mixing, building waste, cement and water is paved on reinforced mesh 2,
And rolled repeatedly, form road surface 3.
In the present embodiment, the volume of the step 2), cement is 8~12%；The grain size of building waste is not greater than
The water content of 500mm, roach are not greater than 50%, otherwise need the drying for carrying out roach；Building waste can be brick, coagulation
At least one of native fragment and rubble；Roach is that the soil that building enclosure bored pile construction drills out or place surface layer are miscellaneous
It bankets.The thickness of the step 3), layered rolling is not more than 500mm.The steel wire diameter of the step 4), reinforced mesh 2 is 8-
12mm, spacing 150-300mm；The lap of splice between reinforced mesh 2 cannot be less than 200mm, top of the reinforced mesh 2 apart from road surface
Absolute altitude is 10-15cm.
Although the preferred embodiment of the present invention is described above in conjunction with attached drawing, the invention is not limited in upper
The specific implementation mode stated, the above mentioned embodiment is only schematical, be not it is restrictive, this field it is common
Technical staff under the inspiration of the present invention, in the case where not departing from present inventive concept and scope of the claimed protection, goes back
Many forms can be made, within these are all belonged to the scope of protection of the present invention.
Claims (7)
1. a kind of construction method of the interim sidewalk in construction site, which is characterized in that use following steps：
1) according to the intensity requirement and requirement of interim sidewalk, roach, building waste, cement and water are mixed, into
The trial test of row mixing inverse proportion, while keeping cement that roach and building waste is cemented together securely；
2) the mix ratio determined according to step 1), by roach, building waste, cement and water uniform mixing；
3) mixture of the roach of step 2) uniform mixing, building waste, cement and water is subjected to layering decking and rolling, forms road
Base；
4) reinforced mesh is laid on the roadbed that the step 3) is formed；
5) mixture of the roach of step 2) uniform mixing, building waste, cement and water is paved on reinforced mesh, and carried out
It rolls repeatedly, forms road surface.
2. the construction method of the interim sidewalk in construction site according to claim 1, which is characterized in that the step 2), water
The volume of mud is 8~12%.
3. the construction method of the interim sidewalk in construction site according to claim 1, which is characterized in that the step 2) is built
The grain size of building refuse is not greater than 500mm, and the water content of roach is not greater than 50%.
4. the construction method of the interim sidewalk in construction site according to claim 1, which is characterized in that the step 2) is built
Building refuse is at least one of brick, broken concrete and rubble.
5. the construction method of the interim sidewalk in construction site according to claim 1, which is characterized in that the step 2) is given up
Soil is the soil or place surface layer miscellaneous fill that building enclosure bored pile construction drills out.
6. the construction method of the interim sidewalk in construction site according to claim 1, which is characterized in that the step 3), point
The thickness that layer rolls is not more than 500mm.
7. the construction method of the interim sidewalk in construction site according to claim 1, which is characterized in that the step 4), steel
The steel wire diameter of muscle mesh sheet is 8-12mm, spacing 150-300mm；The lap of splice between reinforced mesh cannot be less than 200mm, steel
The a height of 10-15cm of top mark of the muscle mesh sheet apart from road surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810234734.4A CN108457147A (en) | 2018-03-21 | 2018-03-21 | A kind of construction method of the interim sidewalk in construction site |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810234734.4A CN108457147A (en) | 2018-03-21 | 2018-03-21 | A kind of construction method of the interim sidewalk in construction site |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108457147A true CN108457147A (en) | 2018-08-28 |
Family
ID=63237095
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810234734.4A Pending CN108457147A (en) | 2018-03-21 | 2018-03-21 | A kind of construction method of the interim sidewalk in construction site |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108457147A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110093833A (en) * | 2019-05-20 | 2019-08-06 | 山西工程技术学院 | A method of temporary pavement is laid with using building materials waste material |
| CN113897837A (en) * | 2021-11-19 | 2022-01-07 | 北京顺杰伟业消防工程有限公司 | Movable floor and manufacturing method thereof |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2937231Y (en) * | 2006-05-08 | 2007-08-22 | 杨庆国 | Cement concrete road structure of regenerated cement concrete surface |
| CN2937230Y (en) * | 2006-05-08 | 2007-08-22 | 杨庆国 | Road structure of regenerated aggregate substrate |
| KR100852393B1 (en) * | 2007-06-01 | 2008-08-14 | 이갑석 | Solidification method of soil and industrial waste and solidified body of soil and industrial waste by this method |
| CN101265685A (en) * | 2007-06-24 | 2008-09-17 | 沧州市市政工程公司 | Method for regenerating waste solid for use in road foundation |
| CN101624277A (en) * | 2009-08-20 | 2010-01-13 | 三门峡豫鑫路桥工程有限责任公司 | Roadbed material adopting regenerative raw materials including construction wastes and discarded glass to replace sand and stone |
| CN205205600U (en) * | 2015-11-06 | 2016-05-04 | 首钢环境产业有限公司 | Regeneration road surface structure |
| CN205474668U (en) * | 2016-01-21 | 2016-08-17 | 嘉兴市万盛建设股份有限公司 | Temporary road |
| CN107151960A (en) * | 2017-06-24 | 2017-09-12 | 中铁十局集团第二工程有限公司 | The soft interim sidewalk laying structure in base and laying method |
-
2018
- 2018-03-21 CN CN201810234734.4A patent/CN108457147A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2937231Y (en) * | 2006-05-08 | 2007-08-22 | 杨庆国 | Cement concrete road structure of regenerated cement concrete surface |
| CN2937230Y (en) * | 2006-05-08 | 2007-08-22 | 杨庆国 | Road structure of regenerated aggregate substrate |
| KR100852393B1 (en) * | 2007-06-01 | 2008-08-14 | 이갑석 | Solidification method of soil and industrial waste and solidified body of soil and industrial waste by this method |
| CN101265685A (en) * | 2007-06-24 | 2008-09-17 | 沧州市市政工程公司 | Method for regenerating waste solid for use in road foundation |
| CN101624277A (en) * | 2009-08-20 | 2010-01-13 | 三门峡豫鑫路桥工程有限责任公司 | Roadbed material adopting regenerative raw materials including construction wastes and discarded glass to replace sand and stone |
| CN205205600U (en) * | 2015-11-06 | 2016-05-04 | 首钢环境产业有限公司 | Regeneration road surface structure |
| CN205474668U (en) * | 2016-01-21 | 2016-08-17 | 嘉兴市万盛建设股份有限公司 | Temporary road |
| CN107151960A (en) * | 2017-06-24 | 2017-09-12 | 中铁十局集团第二工程有限公司 | The soft interim sidewalk laying structure in base and laying method |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110093833A (en) * | 2019-05-20 | 2019-08-06 | 山西工程技术学院 | A method of temporary pavement is laid with using building materials waste material |
| CN113897837A (en) * | 2021-11-19 | 2022-01-07 | 北京顺杰伟业消防工程有限公司 | Movable floor and manufacturing method thereof |
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| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
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Application publication date: 20180828 |