CN108221533A - A kind of laying method in backroad face - Google Patents
A kind of laying method in backroad face Download PDFInfo
- Publication number
- CN108221533A CN108221533A CN201611216031.6A CN201611216031A CN108221533A CN 108221533 A CN108221533 A CN 108221533A CN 201611216031 A CN201611216031 A CN 201611216031A CN 108221533 A CN108221533 A CN 108221533A
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- Prior art keywords
- construction
- face
- rubble
- backroad
- sand
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- 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
- E01C5/00—Pavings made of prefabricated single units
- E01C5/04—Pavings made of prefabricated single units made of bricks
-
- 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
- E01C15/00—Pavings specially adapted for footpaths, sidewalks or cycle tracks
-
- 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
- E01C3/00—Foundations for pavings
- E01C3/04—Foundations produced by soil stabilisation
-
- 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
- E01C5/003—Pavings made of prefabricated single units characterised by material or composition used for beds or joints; characterised by the way of laying
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
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 laying method in backroad face, including：Surveying setting-out；Bull-dozer is bulldozed or former roadbed finishing；Clay rubble mix；It is levelling and roll；Artificial making；Compared with prior art, the present invention has following advantageous effect：Construction period is short, roadbed is clay rubble roller-compaction, it does not need to conserve, surface construction can be carried out after the completion, pedestrian goes together at any time, it does not affect the normal production and lives, construction technology is simple, construction cost is relatively low, later period maintenance is simple, it is convenient, the chain brick at broken position is only needed replacing in repair, can manual demolition it is applied widely, this construction method is not only applicable in and city, it is more suitable for road, passageway, field, and the unapproachable region of machinery, it is not influenced by season especially, winter, it is expected that normal construction, and do not influence construction quality, Later development potentiality are big.
Description
Technical field
The present invention is a kind of laying method in backroad face, belongs to pavement construction technical field.
Background technology
Pavement construction of the prior art is constructed to concrete road surface mostly, and concrete road surface is with following
Shortcoming.
1st, equal flatness comfort is relatively low
Rigid pavement modulus is very high, and rebound is jolted greatly, and load, temperature, dry and wet deformation are larger, and there are many seam of setting, connect
Seam is highly vulnerable to breakage.Rigidity is big, while brings effectiveness in vibration suppression poor, and noise is larger, influences the comfort on road surface.During equal flatness
Comfort explicitly is poorer than bituminous paving.
2nd, plate body is strong, it is high that the scour resistance of base is required
The volume of traffic is big, on the road surface more than traction engine, it is more demanding to the scour resistance of base, otherwise will be in seam areas
There is purt mud, faulting of slab ends and gnaw side, road surface running vehicle is caused to jolt.
3rd, quite sensitivity of coming to nothing is connect to substrate
Cement commerical ready-mixed concrete road surface is insufficient to board thickness design under overload condition, the strength of materials is not high or uneven, knot
Infiltration impeded drainage, construction quality be high in structure, base washes away built on the sand etc. very sensitive with base support, and overload operation is to rigidity
Road surface is totally unfavorable, easily forms disconnected plate, cut edge, angle of rupture isostructuralism and destroys.
4th, commerical ready-mixed concrete plate is rigidly big, is not suitable with big settling amount
Cement commerical ready-mixed concrete road surface is not suitable for base and digging is filled out in the soft base of roadbed large deformation and differential settlement, mountain area
Side has a common boundary, the long-term watersplash of high roadbed.It is required that the roadbed and base's supporting condition that more consolidate.
5th, maintenance difficult
Cement commerical ready-mixed concrete pavement strength is high, even if disconnected plate is damaged, hardness is still very big, lack repair new material and
When mechanical, repair is more difficult.The research work of rapid-maintenance is being firmly grasped by relevant departments of China at present, can realize and work as
Evening repairs, the requirement of second day open to traffic.
6th, the light on white cement commerical ready-mixed concrete road surface, heat reflection are higher than black asphalt pavement, on a highway
It dazzles, eyes are easily tired.
Certainly, in the prior art, concrete road surface is in practice of construction, it is maximum the shortcomings that be that the construction period is long, construction step
Rapid complicated and construction cost is high, and the present invention mainly overcome thes problems, such as these three.
Invention content
In view of the deficienciess of the prior art, it is an object of the present invention to provide a kind of laying method in backroad face, with solution
Certainly the problems mentioned above in the background art.
To achieve these goals, the present invention is to realize by the following technical solutions：A kind of paving in backroad face
Equipment, method, including：
Surveying setting-out；
Bull-dozer is bulldozed or former roadbed finishing；
Clay rubble mix；
It is levelling and roll；
Artificial making.
Further, the surveying setting-out the specific steps are：Length between major axis and distance are marked on notes
In sheet, during unwrapping wire, original point reference substance is found, then axis is decided, is released, then gone to put thin portion survey again according to axis
Amount.
Further, the bull-dozer is bulldozed or former roadbed modifies specific step and is：By at the hollow of dike face with block stone etc.
It fills and leads up, removes roadbed sundries, and roadbed stone roller is tamped until there is not apparent wheelmark.
Further, the clay rubble mix the specific steps are：With land leveller or Manual rubble, and drinks,
Rubble is made all to moisten, the soil of specified volume is equably paved on rubble surface layer, using mechanically or manually mixing and stirring, mixes and stirs one
After, sprinkle water, turn 3-4 times when mixing, clay is slurry and rubble even adhesion.
Further, it is described levelling and roll the specific steps are：Road surface is flattened with land leveller or scraper plate, makes to meet
Road camber requires, and is rolled after integer with the watering of 10~12t road rollers, makes to emit on mud, until there is one layer of mud in the crack of stone of surface layer, that is, stop
It only rolls, makes to emit on mud, until there is one layer of mud in the crack of stone of surface layer, that is, stop rolling, it is slightly dry to be carried out afterwards with 10~15t road rollers
It receives slurry to roll 1 time, calking is spread immediately, then roll 2~3 times, until surface is without apparent wheelmark.
Further, the artificial making the specific steps are：Interlocking segment is paved using herringbone and by mobile handling machinery master
Exercise the arrangement of 45 ° of direction.Segmentation and regionalization is answered to be controlled during making, control line is pressed depending on field operation condition.It is grasped when paving
Author should stand the operation in building block, must not stand on sand bedding course；And the medium coarse sand bed course of interlocking segment bottom surface should first pine be spread, and wait to interlock
After block making through examine each block sideline line smoothness and in length and breadth slope qualification, just can be used strength plate vibration squeeze board into
Capable pressure of shaking, makes the sand bedding course that surfacing pine spreads reach closely knit, part sand enriches the lower bottom part in seam；Pay attention to constructing during pressure of shaking
Periphery must not apply in 1 meter of wide scope and shake.Interlocking block shake pressure it is solid it is smooth after, the gap filled up for fine sand between masonry shakes again
Pressure is primary, after extra fine sand is removed.Sweep sand and jolt ramming alternately 2~3 times.Shi Yingzhan operations in building block are paved, no
It can stand on sand bedding course, to ensure sand bedding course flatness, building block gap is not greater than 5mm.Turning is paved, special requirement need to be used
Size building block is cut using cutting machine.Road roller voltage stabilizing 2-3 times is used after paving again, to reach required flatness, drainage grade
Designed elevation is had to comply with absolute altitude, is filled up yellow ground at block gap with brush tool, then voltage stabilizing is primary again, finally will be extra
Yellow ground cleans out.
Beneficial effects of the present invention：A kind of laying method in backroad face of the present invention, compare other construction methods,
It has the following advantages：
1st, the construction period is short, and roadbed is clay rubble roller-compaction, does not need to conserve, and can carry out face layer after the completion and apply
Work, pedestrian colleague, does not affect the normal production and lives at any time.
2nd, construction technology is simple, and last artificial making process is artificial construction, and process is simple, easy to spread.
3rd, construction cost is relatively low.
4th, later period maintenance is simple, conveniently, and the chain brick at broken position is only needed replacing in repair, can manual demolition,
Other chain bricks are unaffected, and it is convenient to replace, without machinery and power supply.
5th, applied widely, this construction method is not only applicable in and city, is more suitable for road, passageway, field, with
And the unapproachable region of machinery, it is not influenced by season especially, winter, rainy season normal construction, and do not influence construction quality.
6th, Later development potentiality are big.
Specific embodiment
To be easy to understand the technical means, the creative features, the aims and the efficiencies achieved by the present invention, with reference to
Specific embodiment, the present invention is further explained.
The present invention provides a kind of technical solution：A kind of laying method in backroad face, including：
Surveying setting-out；
Bull-dozer is bulldozed or former roadbed finishing；
Clay rubble mix；
It is levelling and roll；
Artificial making.
Surveying setting-out the specific steps are：Length between major axis and distance are marked on notebook, during unwrapping wire, looked for
To original point reference substance, then axis is decided, is released, detailed survey is then gone according to axis again.
Bull-dozer soil-shifting or former roadbed modify specific step and are：It will be filled and led up at the hollow of dike face with block stone etc., remove roadbed
Sundries, and roadbed stone roller is tamped until there is not apparent wheelmark.
Clay rubble mix the specific steps are：With land leveller or Manual rubble, and drinks, make rubble all wet
Profit equably paves the soil of specified volume on rubble surface layer, using mechanically or manually mixing and stirring, after mixing and stirring one time, when mixing
Watering, turns 3-4 times, and clay is slurry with rubble even adhesion.
It is levelling and roll the specific steps are：Road surface is flattened with land leveller or scraper plate, makes to meet road camber requirement, integer
It is rolled afterwards with the watering of 10~12t road rollers, makes to emit on mud, until there is one layer of mud in the crack of stone of surface layer, that is, stopped rolling, make mud
On emit, until there is one layer of mud in the crack of stone of surface layer, that is, stop rolling, receive starching with 10~15t road rollers after slightly dry and roll 1 time,
Calking is spread immediately, then is rolled 2~3 times, until surface is without apparent wheelmark.
Artificial making the specific steps are：Interlocking segment is paved using herringbone and 45 ° of direction is mainly exercised by mobile handling machinery
Arrangement.Segmentation and regionalization is answered to be controlled during making, control line is pressed depending on field operation condition.Operator should stand in building block when paving
Upper operation must not stand on sand bedding course；And the medium coarse sand bed course of interlocking segment bottom surface should first pine be spread, through examining after interlocking segment making
The smoothness of each block sideline line and in length and breadth slope are qualified, and strength plate vibration squeeze board just can be used and carry out pressure of shaking, make surface
The sand bedding course of smooth pine paving reaches closely knit, and part sand enriches the lower bottom part in seam；Pay attention to periphery of constructing, 1 meter of wide model during pressure of shaking
It must not apply and shake in enclosing.Interlocking block shake pressure it is solid it is smooth after, the gap filled up for fine sand between masonry pressure of shaking again is primary, after will be more
Remaining fine sand is removed.Sweep sand and jolt ramming alternately 2~3 times.Shi Yingzhan operations in building block are paved, can not be stood in sand bedding course
On, to ensure sand bedding course flatness, building block gap is not greater than 5mm.Turning is paved, with the building block of special requirement size or need to be adopted
It is cut with cutting machine.Again with road roller voltage stabilizing 2-3 times after paving, to reach required flatness, drainage grade and absolute altitude must accord with
Designed elevation is closed, is filled up yellow ground at block gap with brush tool, then voltage stabilizing is primary again, finally clears away extra yellow ground dry
Only.
As one embodiment of the present of invention：Compare other construction methods, and the present invention has the following advantages：
1st, the construction period is short, and roadbed is clay rubble roller-compaction, does not need to conserve, and can carry out face layer after the completion and apply
Work, pedestrian colleague, does not affect the normal production and lives at any time.
2nd, construction technology is simple, and last artificial making process is artificial construction, and process is simple, easy to spread.
3rd, construction cost is relatively low.
4th, later period maintenance is simple, conveniently, and the chain brick at broken position is only needed replacing in repair, can manual demolition,
Other chain bricks are unaffected, and it is convenient to replace, without machinery and power supply.
5th, applied widely, this construction method is not only applicable in and city, is more suitable for road, passageway, field, with
And the unapproachable region of machinery, it is not influenced by season especially, winter, rainy season normal construction, and do not influence construction quality.
6th, Later development potentiality are big.
The basic principles, main features and the advantages of the invention have been shown and described above, for this field skill
For art personnel, it is clear that the present invention is not limited to the details of above-mentioned exemplary embodiment, and without departing substantially from the present invention spirit or
In the case of essential characteristic, the present invention can be realized in other specific forms.Therefore, in all respects, should all incite somebody to action
Embodiment regards exemplary as, and is non-limiting, the scope of the present invention by appended claims rather than on state
Bright restriction, it is intended that including all changes falling within the meaning and scope of the equivalent requirements of the claims in the present invention
It is interior.
In addition, it should be understood that although this specification is described in terms of embodiments, but not each embodiment is only wrapped
Containing an independent technical solution, this description of the specification is merely for the sake of clarity, and those skilled in the art should
It considers the specification as a whole, the technical solutions in each embodiment can also be properly combined, forms those skilled in the art
The other embodiment being appreciated that.
Claims (6)
1. a kind of laying method in backroad face, it is characterised in that：Including：
Surveying setting-out；
Bull-dozer is bulldozed or former roadbed finishing；
Clay rubble mix；
It is levelling and roll；
Artificial making.
2. a kind of laying method in backroad face, it is characterised in that：The surveying setting-out the specific steps are：By major axis
Between length and distance be marked on notebook, during unwrapping wire, find original point reference substance, then axis decided, release,
Then it is gone to put detailed survey again according to axis.
3. a kind of laying method in backroad face, it is characterised in that：The bull-dozer is bulldozed or the former specific step of roadbed finishing
Suddenly it is：It will be filled and led up at the hollow of dike face with block stone etc., remove roadbed sundries, and roadbed stone roller is tamped to there is not apparent wheelmark and is
Only.
4. a kind of laying method in backroad face, it is characterised in that：The clay rubble mix the specific steps are：Use level land
Machine or Manual rubble, and sprinkle water, rubble is made all to moisten, the soil of specified volume is equably paved on rubble surface layer,
It using mechanically or manually mixing and stirring, after mixing and stirring one time, sprinkles water, turns 3-4 times when mixing, clay is slurry with rubble even adhesion.
5. a kind of laying method in backroad face, it is characterised in that：It is described levelling and roll the specific steps are：Use level land
Machine or scraper plate flatten road surface, make to meet road camber requirement, are rolled after integer with the watering of 10~12t road rollers, make to emit on mud, until
There is one layer of mud in the crack of stone of surface layer, that is, stop rolling, make to emit on mud, until there is one layer of mud in the crack of stone of surface layer, that is, stop rolling,
It carries out receiving slurry with 10~15t road rollers after slightly dry and roll 1 time, spread calking immediately, then roll 2~3 times, until surface is without significantly taking turns
Until mark.
6. a kind of laying method in backroad face, it is characterised in that：Interlocking segment is paved using herringbone and by mobile handling machinery master
Exercise the arrangement of 45 ° of direction.Segmentation and regionalization is answered to be controlled during making, control line is pressed depending on field operation condition.It is grasped when paving
Author should stand the operation in building block, must not stand on sand bedding course；And the medium coarse sand bed course of interlocking segment bottom surface should first pine be spread, and wait to interlock
After block making through examine each block sideline line smoothness and in length and breadth slope qualification, just can be used strength plate vibration squeeze board into
Capable pressure of shaking, makes the sand bedding course that surfacing pine spreads reach closely knit, part sand enriches the lower bottom part in seam；Pay attention to constructing during pressure of shaking
Periphery must not apply in 1 meter of wide scope and shake.Interlocking block shake pressure it is solid it is smooth after, the gap filled up for fine sand between masonry shakes again
Pressure is primary, after extra fine sand is removed.Sweep sand and jolt ramming alternately 2~3 times.Shi Yingzhan operations in building block are paved, no
It can stand on sand bedding course, to ensure sand bedding course flatness, building block gap is not greater than 5mm.Turning is paved, special requirement need to be used
Size building block is cut using cutting machine.Road roller voltage stabilizing 2-3 times is used after paving again, to reach required flatness, drainage grade
Designed elevation is had to comply with absolute altitude, is filled up yellow ground at block gap with brush tool, then voltage stabilizing is primary again, finally will be extra
Yellow ground cleans out.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611216031.6A CN108221533A (en) | 2016-12-10 | 2016-12-10 | A kind of laying method in backroad face |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611216031.6A CN108221533A (en) | 2016-12-10 | 2016-12-10 | A kind of laying method in backroad face |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108221533A true CN108221533A (en) | 2018-06-29 |
Family
ID=62657251
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611216031.6A Pending CN108221533A (en) | 2016-12-10 | 2016-12-10 | A kind of laying method in backroad face |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108221533A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109024127A (en) * | 2018-07-10 | 2018-12-18 | 瓜州县文物局 | A kind of laying method in storage battery lane |
| CN113152191A (en) * | 2021-04-22 | 2021-07-23 | 精易建工集团有限公司 | Construction method for filling prefabricated building blocks with foaming slurry in road construction |
| CN114717897A (en) * | 2022-04-19 | 2022-07-08 | 中国一冶集团有限公司 | Pavement structure and sidewalk footpath structure |
| CN114753204A (en) * | 2022-03-25 | 2022-07-15 | 中国建筑设计研究院有限公司 | Sandy soil road with ecological function |
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| CN104452510A (en) * | 2014-10-21 | 2015-03-25 | 山东科技大学 | Immediate construction method of rural road |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN104452510A (en) * | 2014-10-21 | 2015-03-25 | 山东科技大学 | Immediate construction method of rural road |
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| 未知: "论房建施工中测量放线工艺", 《百度文库》 * |
| 未知: "道路堆场施工图设计总说明", 《百度文库》 * |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109024127A (en) * | 2018-07-10 | 2018-12-18 | 瓜州县文物局 | A kind of laying method in storage battery lane |
| CN113152191A (en) * | 2021-04-22 | 2021-07-23 | 精易建工集团有限公司 | Construction method for filling prefabricated building blocks with foaming slurry in road construction |
| CN114753204A (en) * | 2022-03-25 | 2022-07-15 | 中国建筑设计研究院有限公司 | Sandy soil road with ecological function |
| CN114753204B (en) * | 2022-03-25 | 2024-01-19 | 中国建筑设计研究院有限公司 | Sand road with ecological function |
| CN114717897A (en) * | 2022-04-19 | 2022-07-08 | 中国一冶集团有限公司 | Pavement structure and sidewalk footpath structure |
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Application publication date: 20180629 |