CN106835893B - Ubbase drain blind ditch construction technique on the road surface TST - Google Patents
Ubbase drain blind ditch construction technique on the road surface TST Download PDFInfo
- Publication number
- CN106835893B CN106835893B CN201611150306.0A CN201611150306A CN106835893B CN 106835893 B CN106835893 B CN 106835893B CN 201611150306 A CN201611150306 A CN 201611150306A CN 106835893 B CN106835893 B CN 106835893B
- Authority
- CN
- China
- Prior art keywords
- tst
- melten gel
- rubble
- kerbstone
- aperture
- 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.)
- Expired - Fee Related
Links
- 238000010276 construction Methods 0.000 title claims abstract description 20
- 238000000034 method Methods 0.000 title claims abstract description 12
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 12
- 239000010959 steel Substances 0.000 claims abstract description 12
- 230000008859 change Effects 0.000 claims abstract description 10
- 238000010438 heat treatment Methods 0.000 claims abstract description 10
- 239000004575 stone Substances 0.000 claims abstract description 8
- 239000000853 adhesive Substances 0.000 claims abstract description 6
- 230000001070 adhesive effect Effects 0.000 claims abstract description 6
- 239000011248 coating agent Substances 0.000 claims abstract description 6
- 238000000576 coating method Methods 0.000 claims abstract description 6
- 238000004140 cleaning Methods 0.000 claims abstract description 4
- 239000000203 mixture Substances 0.000 claims abstract description 4
- 238000003756 stirring Methods 0.000 claims abstract description 4
- 239000000758 substrate Substances 0.000 claims abstract description 4
- 239000000463 material Substances 0.000 claims abstract description 3
- 201000010099 disease Diseases 0.000 claims description 5
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 claims description 5
- 235000019738 Limestone Nutrition 0.000 claims description 3
- 239000006028 limestone Substances 0.000 claims description 3
- 238000002156 mixing Methods 0.000 claims description 3
- 239000003973 paint Substances 0.000 claims description 3
- 238000005516 engineering process Methods 0.000 claims 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 11
- 230000009286 beneficial effect Effects 0.000 abstract description 3
- 238000005336 cracking Methods 0.000 description 3
- 238000009412 basement excavation Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 239000005442 atmospheric precipitation Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
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
- E01C11/00—Details of pavings
- E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
- E01C11/224—Surface drainage of streets
- E01C11/227—Gutters; Channels ; Roof drainage discharge ducts set in sidewalks
-
- 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
- E01C2201/00—Paving elements
- E01C2201/20—Drainage details
- E01C2201/202—Horizontal drainage channels
- E01C2201/207—Horizontal drainage channels channels on the bottom
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
The present invention relates to ubbase drain blind ditch construction techniques on the processing technique of discharge pavement seepage more particularly to the road surface TST.Including 1, cutting fluting: 2, being laid with rubble: rubble is layered in base's french drain.3, it places steel to pull: steel plate is laid in substrate top surface.4, coating adhesive: the TST melten gel after fusing is applied to the bottom and two sides of bituminous pavement notch by fusing TST melten gel.5, TST melten gel: stone cleaning, stirring, heating pour into the TST material of 210 DEG C of flowing, and the mixture laying stirred evenly is in slot and is compacted.6, superficial layer is constructed: being allowed to sufficiently bond with the TST melten gel of heat with blowtorch heating TST melten gel top surface, TST melten gel handles width and exceeds each 2cm in notch two sides.7, kerbstone aperture and earth shoulder, which change, fills out rubble: the kerbstone aperture of corresponding site, earth shoulder locally change and fill out rubble, and french drain is made continuously swimmingly to flow out pavement structure to guarantee that water energy is enough.Beneficial effect is: workload is small, and construction equipment lacks easy to operate, short construction period.
Description
Technical field
The present invention relates to ubbase drain blind ditch construction works on the processing technique of discharge pavement seepage more particularly to the road surface TST
Skill.
Background technique
Highway drainage french drain is mostly that underground water or earth's surface infiltration is discharged, and is constructed mostly in highway construction, longitudinal drainage, if
It sets in cutting excavation section.
Discovered in recent years, many highways in operation occur road surface transverse crack at filled-up ground after rainfall and emit water
The phenomenon that.The main reason is that Atmospheric precipitation is penetrated into pavement layer structure by reflection cracking in a pavement, and in road surface structare layer
It flows along road longitudinal grade, is flowed out from reflection cracking in a pavement in the effect of itself water pressure and vehicular load from high to low.
Conventional highway drainage french drain, can not be discharged the water in road surface structare layer, cause the pavement structure long period full
It works under water state, causes pavement structure depression of bearing force, occur purt mud etc. under vehicle repeated action, exacerbate pavement disease
Development, seriously affected the service life and service level on road surface.
Heavy resurfacing engineering excavates pavement structure, and open as used traditional new highway weeper drain with needing depth
It is larger to dig area, complex process, heavy workload, inconvenient, long construction period of constructing, road surface will appear new-old pavement not after construction
The diseases such as uniform settlement, gaping of joints, and the prior art is the water being discharged under sub-surface, cannot be discharged in sub-surface
Pressure water, cause in this way be discharged pavement seepage speed it is slow.
Summary of the invention
For the deficiency of conventional discharge french drain function, the present invention provides ubbase drain blind ditch construction work on a kind of road surface TST
Skill.
The technical scheme to solve the above technical problems is that ubbase drain blind ditch construction technique on the road surface TST, packet
Cutting notch, laying rubble, placement steel plate, coating adhesive, TST melten gel, superficial layer construction, kerbstone aperture and earth shoulder is included to change
Fill out 7 technique of rubble;
1, it cutting fluting: according to pavement crack position and disease range, determines reasonable groove width and crosses and demarcate
Cutting position is cut along scribing line with grooving machine, cuts 4 altogether, and outside twice depth of cut is identical as supercrust thickness, centre two
Road ratio outside depth 5cm, the cavity after clearing up fluting.
2, it is laid with rubble: rubble is layered in base's slot.
3, it places steel plate: the steel plate of the 4mm thickness of antirust paint will be coated with, be laid in substrate top surface.
4, coating adhesive: the TST melten gel after fusing is equably applied to the bottom of bituminous pavement notch by fusing TST melten gel
Portion and two sides.
5, TST melten gel: the hard limestone gravel that selection has corner angle, embedded squeezing good, it is desirable that crush values are not more than 30%, needle
Sheet content has good gradation between 15~20%, and stone cleaning, stirring, heating pour into the TST of 21O DEG C of flowing
Material, is stirred, the mixture laying stirred evenly is in slot and is compacted.
6, superficial layer is constructed: being allowed to sufficiently bond with the TST melten gel of heat with blowtorch heating TST melten gel top surface, at TST melten gel
It manages width and exceeds each 2cm in notch two sides.
7, kerbstone aperture and earth shoulder, which change, fills out rubble: the kerbstone aperture of corresponding site, earth shoulder locally change and fill out rubble.
The beneficial effects of the present invention are: excavation area is smaller, simple process, workload is small, and construction equipment is few easy to operate,
It is convenient to construct, short construction period, and new-old pavement seam will not cracking after construction, and emphasis is the water being discharged in sub-surface, makes to arrange
Pavement seepage speed is accelerated out.
Based on the above technical solution, the present invention can also be improved as follows.
Further, the temperature of stone heating is 100~150 DEG C.
Further, expect according to TST: rubble=1: 9 ratio mixing.
The beneficial effects of the present invention are: improving construction precision.
Detailed description of the invention
Fig. 1 is schematic diagram of the present invention;
In the accompanying drawings, list of designations represented by each label is as follows: 1, TST melten gel;2, bituminous pavement;3, rubble;
4, steel plate;
Specific embodiment
The principle and features of the present invention will be described below with reference to the accompanying drawings, and the given examples are served only to explain the present invention, and
It is non-to be used to limit the scope of the invention.
As shown in Figure 1,1. cutting flutings;According to pavement crack position and disease range, reasonable groove width is determined simultaneously
Cutting position has been demarcated in scribing line, is cut with grooving machine along scribing line, outside twice depth of cut is identical as surface thickness, intermediate twice
Than outside depth 5cm, cavity after cleaning fluting makes every effort to guarantee that smooth draining is smooth not to accumulate to protect for cavity bottom and the right and left
Water.
2, it is laid with rubble 3: the mono- graded broken stone 3 of nominal maximum particle diameter 8mm is layered in base's slot.
3, it places steel plate 4: the steel plate of the 4mm thickness of antirust paint will be coated with, the width of steel plate is determined according to base's groove width, generally
It is 30~40mm bigger than base groove width, it is laid in substrate top surface.
4, coating adhesive: by the TST melten gel 1 after fusing equably in the bottom and two sides of 2 notch of bituminous pavement.
5, TST melten gel: the hard limestone gravel that selection has corner angle, embedded squeezing good, it is desirable that crush values are not more than 30%, needle
Sheet content has good gradation between 15~20%.Stone must be cleaned, stirs, be heated, and pour into 21O DEG C immediately
The TST melten gel 1 of flowing, is stirred, and the mixture stirred evenly quickly paves in slot and is compacted.
6, superficial layer is constructed: making it sufficiently to bond with the TST melten gel of heat with blowtorch heating TST melten gel top surface, TST melten gel
It handles width and exceeds each 2cm in notch two sides.
7, kerbstone aperture and earth shoulder, which change, fills out rubble: the kerbstone aperture of corresponding site, earth shoulder locally change and fill out rubble,
French drain is set continuously swimmingly to flow out pavement structure to guarantee that water energy is enough.
The temperature of stone heating is 100~150 DEG C.
Expect according to TST: rubble=1: 9 ratio mixing.
The foregoing is merely presently preferred embodiments of the present invention, is not intended to limit the invention, it is all in spirit of the invention and
Within principle, any modification, equivalent replacement, improvement and so on be should all be included in the protection scope of the present invention.
Claims (3)
- Ubbase drain blind ditch construction technique on the road surface 1.TST, including cutting fluting, be laid with rubble, place steel plate, coating adhesive, TST melten gel, superficial layer construction, kerbstone aperture and earth shoulder change and fill out 7 technique of rubble;(1), it cutting fluting: according to pavement crack position and disease range, determines reasonable groove width and crosses to demarcate and cut Position is cut, is cut with grooving machine along scribing line, cuts 4 altogether, outside twice depth of cut is identical as supercrust thickness, intermediate twice Cavity than outside depth 5cm, after clearing up fluting;(2), it is laid with rubble: rubble is layered in base's slot;(3), it places steel plate: the steel plate of the 4mm thickness of antirust paint will be coated with, be laid in substrate top surface;(4), coating adhesive: the TST melten gel after fusing is equably applied to the bottom of bituminous pavement notch by fusing TST melten gel And two sides;(5), TST melten gel: the hard limestone gravel that selection has corner angle, embedded squeezing good, it is desirable that crush values are not more than 30%, faller gill Shape content has good gradation between 15~20%, and stone cleaning, stirring, heating pour into the TST of 21O DEG C of flowing Material, is stirred, the mixture laying stirred evenly is in slot and is compacted;(6), superficial layer is constructed: being allowed to sufficiently bond with the TST melten gel of heat with blowtorch heating TST melten gel top surface, the processing of TST melten gel Width exceeds each 2cm in notch two sides;(7), kerbstone aperture and earth shoulder, which change, fills out rubble: the kerbstone aperture of corresponding site, earth shoulder locally change and fill out rubble.
- 2. construction technology according to claim 1, which is characterized in that the temperature of stone heating is 100~150 DEG C.
- 3. construction technology according to claim 1, which is characterized in that expect according to TST: rubble=1: 9 ratio mixing.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201611150306.0A CN106835893B (en) | 2016-12-14 | 2016-12-14 | Ubbase drain blind ditch construction technique on the road surface TST |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201611150306.0A CN106835893B (en) | 2016-12-14 | 2016-12-14 | Ubbase drain blind ditch construction technique on the road surface TST |
Publications (2)
Publication Number | Publication Date |
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CN106835893A CN106835893A (en) | 2017-06-13 |
CN106835893B true CN106835893B (en) | 2019-04-30 |
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CN201611150306.0A Expired - Fee Related CN106835893B (en) | 2016-12-14 | 2016-12-14 | Ubbase drain blind ditch construction technique on the road surface TST |
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Publication number | Priority date | Publication date | Assignee | Title |
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CN112726320A (en) * | 2020-12-29 | 2021-04-30 | 杭州路丽新材料有限公司 | Noctilucent landscape pavement structure and construction method |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101307622A (en) * | 2008-06-30 | 2008-11-19 | 上海市城市建设设计研究院 | Water proof method for underground structure top board expansion joint also serving as urban roads base and the structure |
KR20090131126A (en) * | 2008-06-17 | 2009-12-28 | 이정숙 | Porous block of assembly type using recycled synthetic resin |
CN202787067U (en) * | 2012-08-02 | 2013-03-13 | 浙江宏达建设集团有限公司 | Bridge seamless type expansion joint structure |
CN103194946A (en) * | 2013-04-22 | 2013-07-10 | 山东省交通科学研究所 | Cement concrete bridge deck pavement structure capable of being applied to extreme operating environments |
CN203890825U (en) * | 2014-05-26 | 2014-10-22 | 长安大学 | Immersed tunnel pavement structure |
-
2016
- 2016-12-14 CN CN201611150306.0A patent/CN106835893B/en not_active Expired - Fee Related
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20090131126A (en) * | 2008-06-17 | 2009-12-28 | 이정숙 | Porous block of assembly type using recycled synthetic resin |
CN101307622A (en) * | 2008-06-30 | 2008-11-19 | 上海市城市建设设计研究院 | Water proof method for underground structure top board expansion joint also serving as urban roads base and the structure |
CN202787067U (en) * | 2012-08-02 | 2013-03-13 | 浙江宏达建设集团有限公司 | Bridge seamless type expansion joint structure |
CN103194946A (en) * | 2013-04-22 | 2013-07-10 | 山东省交通科学研究所 | Cement concrete bridge deck pavement structure capable of being applied to extreme operating environments |
CN203890825U (en) * | 2014-05-26 | 2014-10-22 | 长安大学 | Immersed tunnel pavement structure |
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CN106835893A (en) | 2017-06-13 |
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Granted publication date: 20190430 |