CN108221533A - A kind of laying method in backroad face - Google Patents

A kind of laying method in backroad face Download PDF

Info

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
Authority
CN
China
Prior art keywords
construction
face
rubble
backroad
sand
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
Application number
CN201611216031.6A
Other languages
Chinese (zh)
Inventor
张春生
崔海滨
梁智慧
张国龙
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hebei Sheng De Building Engineering Co Ltd
Original Assignee
Hebei Sheng De Building Engineering Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Hebei Sheng De Building Engineering Co Ltd filed Critical Hebei Sheng De Building Engineering Co Ltd
Priority to CN201611216031.6A priority Critical patent/CN108221533A/en
Publication of CN108221533A publication Critical patent/CN108221533A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C5/00Pavings made of prefabricated single units
    • E01C5/04Pavings made of prefabricated single units made of bricks
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C15/00Pavings specially adapted for footpaths, sidewalks or cycle tracks
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C3/00Foundations for pavings
    • E01C3/04Foundations produced by soil stabilisation
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C5/00Pavings made of prefabricated single units
    • E01C5/003Pavings made of prefabricated single units characterised by material or composition used for beds or joints; characterised by the way of laying
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/60Planning 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

A kind of laying method in backroad face
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.
CN201611216031.6A 2016-12-10 2016-12-10 A kind of laying method in backroad face Pending CN108221533A (en)

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)

* Cited by examiner, † Cited by third party
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

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104452510A (en) * 2014-10-21 2015-03-25 山东科技大学 Immediate construction method of rural road

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104452510A (en) * 2014-10-21 2015-03-25 山东科技大学 Immediate construction method of rural road

Non-Patent Citations (4)

* Cited by examiner, † Cited by third party
Title
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》 *
李翠凤等: "浅析泥结碎石路面施工技术与质量控制", 《治淮》 *
盖海滨: "后封边法匀缝铺设混凝土联锁块施工技术", 《山西建筑》 *

Cited By (5)

* Cited by examiner, † Cited by third party
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

Similar Documents

Publication Publication Date Title
CN111893827A (en) Construction process of urban trunk road
CN106758642A (en) A kind of colorful water-permeable concrete entirety pavement structure and its construction method
CN107542017A (en) A kind of assembled road construction method
CN103352407A (en) Construction process of roadbed structure with sand-based water-permeable bricks
CN106759126B (en) Construction method of side slope support drainage channel
CN108221533A (en) A kind of laying method in backroad face
CN105040554A (en) Garden path structure and paving construction technology thereof
CN109958018A (en) A kind of heavy rainfall urban road water-permeable pavement structure and its construction method
CN107938456B (en) Construction method for filling river channel
CN111021174A (en) Construction method of urban road
CN114108408A (en) Municipal road engineering pavement construction technology
CN105648865A (en) Paving method for tropical zone road surface
CN109137667A (en) A kind of construction method of backroad
CN114908630A (en) Factory road structure and secondary permanent-temporary combined layered construction method
CN106677003A (en) Pervious concrete structure and preparation method thereof
CN105803887A (en) Barrier-free construction method for base layer of city and town road
CN105064163A (en) Cement stabilization macadam base layer ultrahigh reverse slope section one-time molding construction method
CN108385614A (en) A kind of concrete facing board construction method of anti-floating towing force
CN105155387A (en) Garden road structure
CN110878502A (en) Soft soil matrix pavement asphalt concrete construction method
CN102322010B (en) Road surface porous resin seal layer and construction method thereof
CN204780555U (en) Structure that repaired in bituminous paving hole groove
Sharp Concrete in Highway Engineering: International Series of Monographs in Civil Engineering
CN113417182A (en) Asphalt pavement paving method capable of reducing air bubbles for highway engineering
CN105220596A (en) A kind of brick construction of seepage 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
RJ01 Rejection of invention patent application after publication

Application publication date: 20180629