CN108103874A - A kind of road construction method - Google Patents
A kind of road construction method Download PDFInfo
- Publication number
- CN108103874A CN108103874A CN201711456300.0A CN201711456300A CN108103874A CN 108103874 A CN108103874 A CN 108103874A CN 201711456300 A CN201711456300 A CN 201711456300A CN 108103874 A CN108103874 A CN 108103874A
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- CN
- China
- Prior art keywords
- road
- metalling
- road construction
- rubber asphalt
- layer
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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
- E01C7/00—Coherent pavings made in situ
- E01C7/08—Coherent pavings made in situ made of road-metal and binders
- E01C7/18—Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders
- E01C7/24—Binder incorporated as an emulsion or solution
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- Chemical & Material Sciences (AREA)
- Dispersion Chemistry (AREA)
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
The invention discloses a kind of road construction methods, include the following steps：(1) unwrapping wire is carried out with total station survey setting-out and spirit level, delimit road construction scope；(2) architecture sediment is filled at pot hole, it is paved with bull-dozer, smooth backfill, it is rolled again with road roller backfill, complete the laying of road foundation, the architecture sediment is made of queen closer, concrete block, stone and tile fragment, the queen closer, concrete block, stone and tile fragment be broken crusher machine to grain size be 20 25cm；(3) surface of road foundation is cleared up；(4) the uniform spread rubber asphalt on road foundation, forms one layer of rubber asphalt layer, and rubber asphalt dosage is：1.8 2.0kg/m2 are laid with rubble on the rubber asphalt layer again afterwards, and rubble are compacted to form metalling, the spread emulsified asphalt layer on metalling, and the dosage of the emulsified asphalt is：0.5‑0.7kg/m2.Road construction method in the present invention is it is possible to prevente effectively from highway occurs collapsing and phenomena such as crack.
Description
Technical field
The present invention relates to technical field of road construction, and in particular to a kind of road construction method.
Background technology
With the rapid development of Chinese national economy, country is also increasing to the investment of infrastructure construction.Highway is built
It is the important channel for promoting integration of urban and rural economics construction if the development of cause.But with being continuously increased for highway construction mileage,
The quality problems of road construction are increasingly becoming focus.For example, road surface is led because material internal voidage is excessive, infiltration coefficient is bigger than normal
Cause pavement spread, compacting difficult；For highway once coming into operation, the high temperature and rainy season road surface after being open to traffic is susceptible to crack, hole
Low-lying area and other issues.
The content of the invention
It is an object of the invention to provide a kind of road construction methods, can effectively solve to be carried in background technology
To the technical issues of.
To achieve the above object, the present invention provides following technical solution：
A kind of road construction method, includes the following steps：
(1) unwrapping wire is carried out with total station survey setting-out and spirit level, delimit road construction scope；
(2) architecture sediment is filled at pot hole, is paved with bull-dozer, smooth backfill, then backfilled and ground with road roller
Pressure, completes the laying of road foundation, the architecture sediment is made of queen closer, concrete block, stone and tile fragment, the brickbat
Block, concrete block, stone and tile fragment be broken crusher machine to grain size be 20-25cm；
(3) surface of road foundation is cleared up；
(4) the uniform spread rubber asphalt on road foundation, forms one layer of rubber asphalt layer, and rubber asphalt dosage is：
1.8-2.0kg/m2 is laid with rubble on the rubber asphalt layer again afterwards, and rubble is compacted to form metalling, in metalling
Upper spread emulsified asphalt layer, the dosage of the emulsified asphalt are：0.5-0.7kg/m2；
(5) covered rearing with plastic film emulsified asphalt layer, then covering and heat insulating layer on the plastic film are used, after covering 12 days -14 days,
Plastic film is removed, the insulating layer is straw and thickness is 6cm~8cm.
Preferably, also added with slag and slag in the architecture sediment, the mixture of slag and slag is denoted as batch mixing one,
Mass ratio between batch mixing one and architecture sediment is 1：7.
Preferably, the queen closer, concrete block, stone and tile fragment be broken crusher machine to grain size be 20-22cm.
Preferably, the metalling from bottom to top not Wei the first metalling and the second metalling, first metalling
Grain size is 14mm-16mm, and the grain size of second metalling is 8mm-12mm.
Compared with prior art, the beneficial effects of the invention are as follows：
The present invention is equipped with rubber asphalt, and then improves viscous stickiness, wearability and the water proofing property of road, can be effective
Upper road surface is avoided aggregate loss or whole the phenomenon that coming off occur, at the same time, substantial amounts of moisture is also prevented from and oozes
Enter the bottom of highway, highway is avoided to be collapsed caused by due to infiltration and phenomena such as crack.
Specific embodiment
With reference to the embodiment technical solution that the present invention will be described in detail, but protection domain is not limited thereto.
Embodiment one：
A kind of road construction method, includes the following steps：
(1) unwrapping wire is carried out with total station survey setting-out and spirit level, delimit road construction scope；
(2) architecture sediment is filled at pot hole, is paved with bull-dozer, smooth backfill, then backfilled and ground with road roller
Pressure, completes the laying of road foundation, the architecture sediment is made of queen closer, concrete block, stone and tile fragment, the brickbat
Block, concrete block, stone and tile fragment be broken crusher machine to grain size be 20-25cm；
(3) surface of road foundation is cleared up；
(4) the uniform spread rubber asphalt on road foundation, forms one layer of rubber asphalt layer, and rubber asphalt dosage is：
1.8-2.0kg/m2 is laid with rubble on the rubber asphalt layer again afterwards, and rubble is compacted to form metalling, in metalling
Upper spread emulsified asphalt layer, the dosage of the emulsified asphalt are：0.5-0.7kg/m2；
(5) covered rearing with plastic film emulsified asphalt layer, then covering and heat insulating layer on the plastic film are used, after covering 12 days -14 days,
Plastic film is removed, the insulating layer is straw and thickness is 6cm~8cm.
Embodiment two：
A kind of road construction method, includes the following steps：
(1) unwrapping wire is carried out with total station survey setting-out and spirit level, delimit road construction scope；
(2) architecture sediment is filled at pot hole, is paved with bull-dozer, smooth backfill, then backfilled and ground with road roller
Pressure, completes the laying of road foundation, the architecture sediment is made of queen closer, concrete block, stone and tile fragment, the brickbat
Block, concrete block, stone and tile fragment be broken crusher machine to grain size be 20-25cm, be preferably 20-22cm, the architecture sediment
In also added with slag and slag, the mixture of slag and slag is denoted as batch mixing one, the quality between batch mixing one and architecture sediment
Than for 1：7；
(3) surface of road foundation is cleared up；
(4) the uniform spread rubber asphalt on road foundation, forms one layer of rubber asphalt layer, and rubber asphalt dosage is：
1.8-2.0kg/m2 is laid with rubble on the rubber asphalt layer again afterwards, and rubble is compacted to form metalling, in metalling
Upper spread emulsified asphalt layer, the dosage of the emulsified asphalt are：0.5-0.7kg/m2, the metalling from bottom to top Wei first
Metalling and the second metalling, the grain size of first metalling is 14mm-16mm, and the grain size of second metalling is 8mm-
12mm；
(5) covered rearing with plastic film emulsified asphalt layer, then covering and heat insulating layer on the plastic film are used, after covering 12 days -14 days,
Plastic film is removed, the insulating layer is straw and thickness is 6cm~8cm.
Finally illustrate, the above embodiments are merely illustrative of the technical solutions of the present invention and it is unrestricted, although with reference to compared with
The present invention is described in detail in good embodiment, it will be understood by those of ordinary skill in the art that, it can be to the skill of the present invention
Art scheme is modified or replaced equivalently, and without departing from the objective and scope of the technical program, should all be covered in the present invention
Right among.
Claims (4)
1. a kind of road construction method, which is characterized in that include the following steps：
(1) unwrapping wire is carried out with total station survey setting-out and spirit level, delimit road construction scope；
(2) architecture sediment is filled at pot hole, is paved with bull-dozer, smooth backfill, then rolled with road roller backfill, it is complete
Into the laying of road foundation, the architecture sediment is made of queen closer, concrete block, stone and tile fragment, the queen closer, coagulation
Soil block, stone and tile fragment be broken crusher machine to grain size be 20-25cm；
(3) surface of road foundation is cleared up；
(4) the uniform spread rubber asphalt on road foundation, forms one layer of rubber asphalt layer, and rubber asphalt dosage is：1.8-
2.0kg/m2 is laid with rubble on the rubber asphalt layer again afterwards, and rubble is compacted to form metalling, is spilt on metalling
Cloth emulsified asphalt layer, the dosage of the emulsified asphalt are：0.5-0.7kg/m2；
(5) with covered rearing with plastic film emulsified asphalt layer, then covering and heat insulating layer on the plastic film, after covering 12 days -14 days, will mould
Expect film dismantling, the insulating layer is straw and thickness is 6cm~8cm.
2. a kind of road construction method according to claim 1, it is characterised in that：Ore deposit is also added in the architecture sediment
The mixture of slag and slag, slag and slag is denoted as batch mixing one, and the mass ratio between batch mixing one and architecture sediment is 1：7.
3. a kind of road construction method according to claim 1, it is characterised in that：The queen closer, concrete block, stone
With tile fragment be broken crusher machine to grain size be 20-22cm.
4. a kind of road construction method according to Claims 2 or 3, it is characterised in that：The metalling is from bottom to top other
For the first metalling and the second metalling, the grain size of first metalling is 14mm-16mm, the grain size of second metalling
For 8mm-12mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711456300.0A CN108103874A (en) | 2017-12-28 | 2017-12-28 | A kind of road construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711456300.0A CN108103874A (en) | 2017-12-28 | 2017-12-28 | A kind of road construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108103874A true CN108103874A (en) | 2018-06-01 |
Family
ID=62213961
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711456300.0A Pending CN108103874A (en) | 2017-12-28 | 2017-12-28 | A kind of road construction method |
Country Status (1)
| Country | Link |
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| CN (1) | CN108103874A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110593292A (en) * | 2019-09-05 | 2019-12-20 | 广州市花木公司 | Foundation cushion structure and construction method |
| CN112391899A (en) * | 2020-11-09 | 2021-02-23 | 东阳市启创建设有限公司 | Road construction method |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6016521B2 (en) * | 1977-08-20 | 1985-04-26 | 日瀝化学工業株式会社 | Bituminous thin layer pavement |
| CN102900001A (en) * | 2012-10-22 | 2013-01-30 | 中国水电建设集团路桥工程有限公司 | Construction method for road foundation |
| CN103993534A (en) * | 2014-06-06 | 2014-08-20 | 江苏道润智能交通技术有限公司 | Road construction method |
-
2017
- 2017-12-28 CN CN201711456300.0A patent/CN108103874A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6016521B2 (en) * | 1977-08-20 | 1985-04-26 | 日瀝化学工業株式会社 | Bituminous thin layer pavement |
| CN102900001A (en) * | 2012-10-22 | 2013-01-30 | 中国水电建设集团路桥工程有限公司 | Construction method for road foundation |
| CN103993534A (en) * | 2014-06-06 | 2014-08-20 | 江苏道润智能交通技术有限公司 | Road construction method |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110593292A (en) * | 2019-09-05 | 2019-12-20 | 广州市花木公司 | Foundation cushion structure and construction method |
| CN112391899A (en) * | 2020-11-09 | 2021-02-23 | 东阳市启创建设有限公司 | Road construction method |
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| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180601 |