CN109594448A - The temporary road construction method of linear engineering - Google Patents
The temporary road construction method of linear engineering Download PDFInfo
- Publication number
- CN109594448A CN109594448A CN201811448658.3A CN201811448658A CN109594448A CN 109594448 A CN109594448 A CN 109594448A CN 201811448658 A CN201811448658 A CN 201811448658A CN 109594448 A CN109594448 A CN 109594448A
- Authority
- CN
- China
- Prior art keywords
- road
- temporary
- temporary road
- construction
- linear engineering
- 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.)
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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
-
- 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
-
- 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
- E01C7/10—Coherent pavings made in situ made of road-metal and binders of road-metal and cement or like binders
- E01C7/14—Concrete paving
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
The present invention provides a kind of temporary road construction method of linear engineering, include the following steps: to release the construction sideline of temporary road further according to center line of road, temporary road is one-way road according to releasing temporary road middle line is required；Make the construction sideline in multiple road widening areas far from the side of linear engineering in temporary road along temporary road length direction；The roadbed of the temporary road made and road widening area is bulldozed steel slag on simultaneously grinding compacting, then place Min layers, and is layered carry out grinding compacting；The installation template at the construction sideline in temporary road and road widening area, and the casting concrete in template, are carried out continuously later and pave, vibrate, flattening, plastering, so that concrete road surface surfacing；Timely road pavement cover simultaneously sprinkling maintenance after concrete pavement construction.The present invention reduces temporary road width, only in local setting road widening area, can both save material, save cost, reduce waste, and can reduce later period temporary road and abolish influence to environment.
Description
Technical field
The present invention relates to Construction Technology fields, more specifically, are related to a kind of temporary road construction of linear engineering
Method.
Background technique
For convenience of constructing in construction process, material is to carry out handling using truck crane, and automotive pump is used when concrete
It is pumped, when truck crane, automotive pump operation is both needed to road occupying operation, it is therefore necessary to build the temporary road system to make rational planning for
System just can guarantee that material supply and engineering are gone on smoothly.When at present for constructing in linear process such as underground pipe gallery,
Conveying the general practice in order to facilitate material is completely to build the temporary road that main road width is 6m or more (two-way traffic), which accounts for
Ground area is big, investment is more, and has greater environmental impacts.
Summary of the invention
In view of the above problems, the object of the present invention is to provide a kind of temporary road construction methods of linear engineering, to solve
Traditional method takes up a large area, puts into more problems.
To achieve the goals above, the present invention is realized by technical solution below:
A kind of temporary road construction method of linear engineering, includes the following steps:
S1: according to releasing temporary road middle line is required, the construction sideline of the temporary road is released further according to center line of road,
The temporary road is one-way road；
S2: multiple roads are made far from the side of linear engineering in the temporary road along the temporary road length direction
Widen the construction sideline in area；
S3: the roadbed of the temporary road made and the road widening area is bulldozed simultaneously grinding compacting, then place Min layers
Upper steel slag, and it is layered carry out grinding compacting；
S4: the installation template at the construction sideline in the temporary road and the road widening area, and poured in template
Concrete is carried out continuously later and paves, vibrates, flattening, plastering, so that concrete road surface surfacing；
S5: timely road pavement cover simultaneously sprinkling maintenance after concrete pavement construction.
Further, one road widening area is set every 50-80m on the temporary road.
Further, the width of the temporary road is 4-5m, the width of the temporary road and the road widening area
The sum of be 7.5-8.5m.
Further, on the road surface hardened, road surface is sawn into small translot with the trench saw along width of roadway direction.
Further, the consistency of thickness of mounted form height and temporary road.
Further, the road widening area is trapezoidal, and the top margin length that trapeziform road widens area is 30m
Compared with prior art, the present invention at least has the advantages that the present invention reduces temporary road width, temporarily
The local setting road widening area of road, the setting in road widening area can provide multiple function, such as vehicle meeting, truck crane,
The functions such as automotive pump branch vehicle operation can both save material in this way, save cost, reduce waste, and can reduce later period temporary road
The influence to environment is abolished, civilized construction is conducive to.
To the accomplishment of the foregoing and related purposes, one or more aspects of the present invention includes being particularly described below especially
The feature pointed out.Certain illustrative aspects of the invention is described in detail in the following description and the annexed drawings.However, these aspects refer to
What is shown is only that some of the various ways in the principles of the present invention can be used.In addition, the present invention is intended to include it is all this
A little aspects and their equivalent.
Detailed description of the invention
It is of the invention by reference to the description below in conjunction with attached drawing, and with a more complete understanding of the present invention
Other purposes and result will be more clearly understood and understood.In the accompanying drawings:
Fig. 1 is the temporary road structural schematic diagram of the embodiment of invention.
Identical label indicates similar or corresponding feature or function in all the appended drawings.
Specific embodiment
Hereinafter, specific embodiments of the present invention will be described in detail with reference to the accompanying drawings.
See Fig. 1, the present invention provides a kind of temporary road construction methods of linear engineering, in the present embodiment, linear work
It is illustrated for the underground pipe gallery engineering in the city Cheng Yimou, which is always about 5.43km, comprehensive in the underground
Temporary road is built in the foundation pit upper sideline side of piping lane engineering, includes the following steps:
S1: according to design drawing and requisition use total station the one of the foundation pit upper sideline 2 of underground pipe gallery in 1 range
Side carries out setting-out to temporary road midline position, makes the construction side of temporary road 3 with steel ruler further according to temporary road middle line
Line 30, temporary road 3 are one-way road, and width 4-5m, wherein the width of temporary road 3 is that 4.5m is best, is convenient for vapour in this way
Vehicle and automobile pump operation；
S2: for guarantee vehicle two-way traffic, along 3 length direction of temporary road every 50-80m temporary road 3 remotely
The construction sideline 40 in multiple trapezoidal road widening areas 4 is made in the side of lower pipe gallery engineering, and trapeziform road widens the top in area 4
Edge lengths are 30m, which can not only be used for can be automobile-used, also prop up automobile-used, temporary road 3 and road for crane, pump truck
Widening the sum of the width in area 4 is 7.5-8.5m, wherein the sum of the width in temporary road 3 and road widening area 4 be 8m be most preferably, this
Sample not only saves occupied area, but also does not influence meeting；
S3: first bull-dozer is used to flatten on the roadbed of the temporary road 3 and multiple road widening areas 4 made, then is pressed with 18t
Road machine grinding compacting；It rolls with vibrated roller rolling layer 5-6 times, first pass static pressure, remaining is vibration pressure, wheelmark overlapping
30-40cm；It is layered making steel slag, then layered rolling later, is compacted, is rolled to surfacing with 12-15t road roller, it is close
Until reality is without obvious wheelmark；
S4: the installation template at the construction sideline in temporary road 3 and road widening area 4, template use steel form, and template is answered
Not damaged and have enough intensity, form height should be no more than ± 2mm with 3 consistency of thickness of temporary road, error；Again in template
Casting concrete is carried out continuously later and paves, vibrates, flattening, plastering, so that concrete roadway surface is smooth, adopts wherein vibrating
With internal vibration stick；On the road surface hardened, road surface is sawn into small translot with the trench saw along its width direction, with road pavement
Carry out anti-skidding processing；
S5: timely road pavement cover simultaneously sprinkling maintenance, curing time 14d after construction.
The temporary road construction method of linear engineering according to the present invention is described in an illustrative manner above with reference to attached drawing.But
It is, it will be appreciated by those skilled in the art that the temporary road construction method of the linear engineering proposed for aforementioned present invention, also
Various improvement can be made on the basis of not departing from the content of present invention.Therefore, protection scope of the present invention should be by appended
The content of claims determines.
Claims (6)
1. a kind of temporary road construction method of linear engineering, which comprises the steps of:
S1: according to releasing temporary road middle line is required, the construction sideline of the temporary road is released further according to center line of road, described
Temporary road is one-way road；
S2: multiple road widenings are made far from the side of linear engineering in the temporary road along the temporary road length direction
The construction sideline in area；
S3: the roadbed of the temporary road made and the road widening area is bulldozed steel on simultaneously grinding compacting, then place Min layers
Slag, and it is layered carry out grinding compacting；
S4: the installation template at the construction sideline in the temporary road and the road widening area, and coagulation is poured in template
Soil is carried out continuously later and paves, vibrates, flattening, plastering, so that concrete road surface surfacing；
S5: timely road pavement cover simultaneously sprinkling maintenance after concrete pavement construction.
2. the temporary road construction method of linear engineering as described in claim 1, which is characterized in that on the temporary road
Every 50-80m, one road widening area is set.
3. the temporary road construction method of linear engineering as described in claim 1, which is characterized in that the width of the temporary road
Degree is 4-5m, and the sum of the temporary road and the width in the road widening area are 7.5-8.5m.
4. the temporary road construction method of linear engineering as described in claim 1, which is characterized in that on the road surface hardened
On, road surface is sawn into small translot with the trench saw along width of roadway direction.
5. the temporary road construction method of linear engineering as described in claim 1, which is characterized in that mounted form height
With the consistency of thickness of temporary road.
6. the temporary road construction method of linear engineering as described in claim 1, which is characterized in that the road widening area is
Trapezoidal, the top margin length that trapeziform road widens area is 30m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811448658.3A CN109594448A (en) | 2018-11-28 | 2018-11-28 | The temporary road construction method of linear engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811448658.3A CN109594448A (en) | 2018-11-28 | 2018-11-28 | The temporary road construction method of linear engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109594448A true CN109594448A (en) | 2019-04-09 |
Family
ID=65960516
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811448658.3A Pending CN109594448A (en) | 2018-11-28 | 2018-11-28 | The temporary road construction method of linear engineering |
Country Status (1)
| Country | Link |
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| CN (1) | CN109594448A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111877068A (en) * | 2020-05-26 | 2020-11-03 | 中建八局天津建设工程有限公司 | Arrangement and construction method of temporary road for assembly type construction |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1321320A (en) * | 1970-12-28 | 1973-06-27 | Minnesota Mining & Mfg | Vehicle guidance system |
| CN102352589A (en) * | 2011-07-21 | 2012-02-15 | 济南城建集团有限公司 | Construction method for road base concrete side mold |
| CN204511451U (en) * | 2015-02-13 | 2015-07-29 | 中铁第一勘察设计院集团有限公司 | A kind of inclined shaft structure improving conevying efficiency |
| CN204676387U (en) * | 2015-01-16 | 2015-09-30 | 大陆交通建设集团有限公司 | A kind of cement concrete pavement becomes base layer structure |
| CN106320123A (en) * | 2016-08-16 | 2017-01-11 | 桐城市永锦建筑工程有限公司 | Construction method of soft soil roadbed |
| CN106758640A (en) * | 2016-11-09 | 2017-05-31 | 中铁局集团天津建设工程有限公司 | A kind of town road and its construction method |
-
2018
- 2018-11-28 CN CN201811448658.3A patent/CN109594448A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1321320A (en) * | 1970-12-28 | 1973-06-27 | Minnesota Mining & Mfg | Vehicle guidance system |
| CN102352589A (en) * | 2011-07-21 | 2012-02-15 | 济南城建集团有限公司 | Construction method for road base concrete side mold |
| CN204676387U (en) * | 2015-01-16 | 2015-09-30 | 大陆交通建设集团有限公司 | A kind of cement concrete pavement becomes base layer structure |
| CN204511451U (en) * | 2015-02-13 | 2015-07-29 | 中铁第一勘察设计院集团有限公司 | A kind of inclined shaft structure improving conevying efficiency |
| CN106320123A (en) * | 2016-08-16 | 2017-01-11 | 桐城市永锦建筑工程有限公司 | Construction method of soft soil roadbed |
| CN106758640A (en) * | 2016-11-09 | 2017-05-31 | 中铁局集团天津建设工程有限公司 | A kind of town road and its construction method |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111877068A (en) * | 2020-05-26 | 2020-11-03 | 中建八局天津建设工程有限公司 | Arrangement and construction method of temporary road for assembly type construction |
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Application publication date: 20190409 |
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