CN109554982A - A kind of cement concrete road structure layer sewerage system and its construction method - Google Patents
A kind of cement concrete road structure layer sewerage system and its construction method Download PDFInfo
- Publication number
- CN109554982A CN109554982A CN201910044627.XA CN201910044627A CN109554982A CN 109554982 A CN109554982 A CN 109554982A CN 201910044627 A CN201910044627 A CN 201910044627A CN 109554982 A CN109554982 A CN 109554982A
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- CN
- China
- Prior art keywords
- french drain
- cement concrete
- underdrain
- well
- road
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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
- 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
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
- E03F5/0401—Gullies for use in roads or pavements
Abstract
The invention belongs to technical field of road engineering, disclose a kind of cement concrete road structure layer sewerage system and its construction method, its drainage system includes underdrain, seepage well and french drain, two sides outer edge of the underdrain along road surface is laid, and the seepage well is embedded in the two sides outer edge on road surface and is connected using connector with underdrain；The bottom that the french drain is laid in the Cement Concrete plate on road surface is located at the top of base, including lateral french drain and longitudinal french drain, and the underdrain of the transverse direction french drain connection two sides, the longitudinal direction french drain and lateral french drain are interconnected.The interfacial water in cement concrete road structure is discharged thoroughly in the present invention, to eliminate the main hidden danger for causing cement concrete pavement to damage, solves the problems, such as cement concrete pavement long-term existence and is not solved effectively.
Description
Technical field
The invention belongs to technical field of road engineering, and in particular to a kind of cement concrete road structure layer sewerage system and its apply
Work method, applied to the driveway of cement concrete pavement, such as the highway of cement concrete pavement, the urban road of cement concrete pavement, cement
The backroad etc. of concrete topping.
Background technique
Between Cement Concrete plate layer and base interfacial water (" interfacial water " refers in particular in text: Cement Concrete plate layer and base it
Between occluded water and base layer structure top occluded water) pavement structure can not be discharged, cause cement concrete pavement damage
One of the main reasons.The interfacial water for causing cement concrete pavement to destroy, the predominantly occluded water on road surface and Cement Concrete plate side
The occluded water of edge, the water formed by sleet, cleaning road surface water etc. form.Under the action of traffic load, interfacial water is easily made
Situations such as isolating at base material, being lost, lead to loosening, the plat-bottom escape of Cement Concrete plate, is embodied in cement concrete slab and goes out
Now diseases such as crack, reticulate pattern crack, purt mud, faulting of slab ends in length and breadth.
Currently, for pavement damage caused by interfacial water, lack feasible early prevention (" early prevention " refers in particular in text:
In the construction stage, interfacial water is excluded using job facilities), (" subsequent to administer " refers in particular in text: using rank based on to administer afterwards
Section, repairs road disease), in other words, existing cement concrete pavement design and construction do not consider to exclude interfacial water,
In use process after disease occurs in road surface, then repair.This thinking administered afterwards, although eliminating early prevention
Work, but the cost paid is very big；The disease for repairing cement concrete pavement, will not only spend a large amount of manpower and material resources, but also
Maintenance construction easily leads to traffic congestion, caused by social economy's cost be difficult to estimate.
Above-mentioned deficiency still has and is worth improved place.
Summary of the invention
Present invention aims to overcome that above-mentioned the deficiencies in the prior art, use a kind of novel work in cement concrete pavement construction
Journey facility belongs to the early prevention more particularly to a kind of new type water of interfacial water to exclude the interfacial water of cement concrete road structure
Mud concrete road structure layer sewerage system.
Technical solution according to the invention, the cement concrete road structure layer sewerage system, including underdrain, seepage well and blind
Ditch, two sides outer edge of the underdrain along road surface are laid, and the seepage well is embedded in the two sides outer edge on road surface and utilizes connector
It is connected with underdrain；The bottom that the french drain is laid in the Cement Concrete plate on road surface is located at the top of base, including lateral french drain and
Longitudinal french drain, the underdrain of the transverse direction french drain connection two sides, the longitudinal direction french drain and lateral french drain are interconnected.
Further, the top surface of the french drain is flushed with the top surface of base.
Further, the french drain material is the rubble that partial size is no more than 3cm.
Further, the french drain of other positions is wider than close to the section of the french drain of seepage well position.
Further, the underdrain includes pervious bed, and the pervious bed is in inverted concave, and the groove type of inverted concave is at completely passing through
Logical Kong Han, pervious bed wrap up fine-stone concrete layer outside, and microlith concrete layer is equipped with notch close to the side of lateral french drain, and notch is interior to be equipped with filter
Water layer；Connector passes through microlith concrete layer intercommunicating pore letter from bottom.
Further, the seepage well includes blotter, well bore and well lid, and blotter is equipped with microlith Concrete seat pad, well
Body is placed on microlith Concrete seat pad, and well body is formed inside well bore, and well body bottom is equipped with permeable layer.
Further, the inner sidewall of the well bore is equipped with anti-fall hook, and anti-fall hook is equipped with anti-drop net.
Further, the seepage well is arranged along road longitudinal gap 50-100m Bilateral Symmetry.
Another aspect of the present invention additionally provides a kind of construction method of cement concrete road structure layer sewerage system, including with
Lower step:
1), after cement concrete pavement construction to base, setting-out goes out the seam of the vertical and horizontal of Cement Concrete plate in base, and draws
Line mark；
2), excavation construction french drain at the setting-out mark in step 1)；French drain includes lateral french drain and longitudinal french drain, lateral french drain
It is aligned with the transverse joint of Cement Concrete plate, longitudinal french drain is aligned with the longitudinal seam of Cement Concrete plate；And in road low spot and
The low-lying place in section adds lateral french drain, and plant flag mark；
3), after the completion of all blind ditch constructions, Cement Concrete plate of constructing；
4), after the construction of Cement Concrete plate, seepage well of constructing；The position of seepage well marks at mark in addition to step 2 plants flag, and guarantees edge
Road longitudinal gap is 50-100m, Bilateral Symmetry arrangement；
5) it, has constructed seepage well, anti-drop net has been installed in seepage well, and reserved connector on the inside of each seepage well；
6), construct underdrain: the pervious bed of inverted concave works in underdrain, using it is over-the-counter it is prefabricated after, be carried to in-site installation；First
It is poured underdrain bottom fine-stone concrete, then the works of inverted concave is installed, rubble on the inside of works is backfilled later and forms drainage layer, most
Shuttering integrated cast structure beyond the region of objective existence side and fine-stone concrete above afterwards, bottom, outside and fine-stone concrete above form one；
7) after underdrain, seepage well and connector are all constructed, are installed, construct hardened verge or greenbelt.
The beneficial effects of the present invention are: by the way that at cement concrete slab bottom, base top, laying is laterally and longitudinal and mutual
The french drain network of connection, collects the interfacial water between plate and base, and the interfacial water in french drain is under the effect of gravity, horizontal along road
Slope flows in the underdrain in roadside, and the interfacial water in underdrain flows into seepage well along road longitudinal grade, by connector, and seepage well bottom passes through
Rubble is connected with soil matrix, and the interfacial water in seepage well penetrates into soil matrix through rubble, can thus make in cement concrete road structure
Interfacial water is thoroughly discharged, to eliminate the main hidden danger for causing cement concrete pavement to damage, it is long to solve cement concrete pavement
The problem that phase exists and do not solved effectively.
Detailed description of the invention
Fig. 1 is the structural diagram of the present invention.
Fig. 2 is the structural schematic diagram of french drain of the present invention.
Fig. 3 is A-A cross-sectional view, that is, seepage well sectional view in Fig. 1.
Fig. 4 is B-B cross-sectional view, that is, underdrain and french drain sectional view in Fig. 1.
Fig. 5 is B-B cross-sectional view, that is, underdrain and seepage well sectional view in Fig. 1.
Description of symbols: 1- underdrain, 1.1- pervious bed, the hole 1.2- letter, 1.3- microlith concrete layer, 1.4- drainage layer, 2- seep
The anti-fall hook of well, 2.1- blotter, 2.2- well bore, 2.3- well lid, 2.4- microlith Concrete seat pad, 2.5- permeable layer, 2.6-, 3- are blind
Ditch, 3.1- transverse direction french drain, the longitudinal direction 3.2- french drain, 4- connector, 5- Cement Concrete plate, 6- base.
Specific embodiment
The invention will be further described with attached drawing combined with specific embodiments below.
It is as shown in the figure: cement concrete road structure layer sewerage system, including underdrain 1, seepage well 2 and french drain 3.Wherein, french drain 3 applies
It is located at the top of base 6, including lateral french drain 3.1 and longitudinal french drain 3.2 set on the bottom of the Cement Concrete plate 5 on road surface, it is longitudinal
French drain 3.2 and lateral french drain 3.1 are interconnected and form french drain network, for collecting the interfacial water between Cement Concrete plate and base；
Lateral french drain 3.1 can be vertical with road axis, and longitudinal french drain 3.2 is flat with road axis perpendicular to lateral french drain 3.1
Row.Two sides outer edge of the underdrain 1 along road surface is laid, and is located in hardened verge or greenbelt, is parallel to road axis, blind with transverse direction
Ditch 3.1 is connected to, and forms french drain, the underdrain network of connection, and underdrain 1 can form drainage system and protect, while can block hard
Occluded water in road shoulder or greenbelt immerses pavement structure.Seepage well 2 is embedded in the two sides outer edge on road surface, is located at hardened verge or green
Change in band, and be connected using connector 4 with underdrain 1, is preferably located on low-lying place of road low spot and section etc..
Specifically, as shown in Figure 2,4: the top surface of french drain 3 is flushed with the top surface of base 6, does not influence the knot of Cement Concrete plate 5
Structure；3 material of french drain is the rubble that partial size is no more than 3cm, collects aqueous good；French drain 3 to guarantee draining, close to 2 position of seepage well
Section be wider than the french drains 3 of other positions, in one embodiment, the lateral french drain section wide 20cm nearest apart from seepage well, depth
10cm, the wide 10cm in other french drain sections, depth 10cm.
As shown in Figure 4: underdrain 1 includes pervious bed 1.1, and pervious bed 1.1 is in inverted concave, and the groove type of inverted concave is at completely passing through
Logical hole letter 1.2, pervious bed 1.1 wrap up fine-stone concrete layer 1.3 outside, and microlith concrete layer 1.3 is equipped with scarce close to the side of lateral french drain 3.1
Mouthful, drainage layer 1.4 is equipped in notch, connector 4 passes through 1.3 intercommunicating pore letter 1.2 of microlith concrete layer from bottom.In one embodiment
In, pervious bed 1.1 is the component of outer width 30cm, outer high 20cm, thickness 10cm inverted concave, is formed by water permeable concrete is prefabricated；Pervious bed 1.1
Groove form wide 10cm, the hole of high 10cm contains 1.2, i.e. the drainage channel of underdrain 1；Lower part, top, the outside of pervious bed 1.1,
It backfills to form microlith concrete layer 1.3 with C15 fine-stone concrete；Width 10cm between the inside and Cement Concrete plate of pervious bed 1.1, high 20cm
Range is filled with rubble, and ballast grain sizes are no more than 2cm, forms drainage layer 1.4.
Seepage well 2 can arrange that as shown in Figure 3: seepage well 2 includes rubble pad along road longitudinal gap 50-100m Bilateral Symmetry
Layer 2.1, well bore 2.2 and well lid 2.3, blotter 2.1 are equipped with microlith Concrete seat pad 2.4, and well bore 2.2 is placed in microlith Concrete seat pad
On 2.4, well body is formed inside well bore 2.2, well body bottom is equipped with permeable layer 2.5.Connector 4 uses bridge piece, passes through well bore
2.2 top is protruded into well body.In one embodiment, length is respectively 70cm, 70cm, 120cm, well outside seepage well
Body, cover sheet thickness 10cm；The well bore of seepage well, cover plate materials are C20 reinforced concrete；Seepage well is rest directly upon without bottom plate, well bore
On the microlith Concrete seat pad that the C15 fine-stone concrete rectangular foundation of 10cm thickness is formed, microlith Concrete seat pad, which is divided into, sets 10cm thickness blotter；Well
Body bottom is equipped with the permeable layer that 20cm rubble is formed, with rubble (permeable layer and rubble between well body inner space and bottom soil matrix
Bed course) connection, it seeps so that the water energy in well is enough lower to soil matrix.To guarantee safety, it is equipped in the inner sidewall upper portion of well bore 2.2 anti-fall
Hook 2.6, anti-fall hook 2.6 are equipped with anti-drop net.
Construction method:
1) after cement concrete pavement construction to base, setting-out goes out the seam of the vertical and horizontal of Cement Concrete plate in base, and draws
Line mark；
2) (the vertical and horizontal seam of corresponding Cement Concrete plate) the excavation construction rubble french drain at substrate top surface setting-out mark；It is horizontal
It should be aligned to french drain with the transverse joint of Cement Concrete plate, longitudinal french drain should be aligned with the longitudinal seam of Cement Concrete plate；And
The low-lying place of road low spot and section adds lateral french drain, and the mark that plants flag；
3) after the completion of all blind ditch constructions, Cement Concrete plate of constructing；
4) after the construction of Cement Concrete plate, seepage well of constructing；The position of seepage well marks at mark in addition to planting flag, and also should ensure that along road
Longitudinal gap is 50-100m, and Bilateral Symmetry is arranged；
5) it has constructed seepage well, anti-drop net has been installed in seepage well, and reserved connector on the inside of each seepage well；
6) construct underdrain: the pervious bed of inverted concave works in underdrain, using it is over-the-counter it is prefabricated after, be carried to in-site installation；First
It is poured underdrain bottom fine-stone concrete, then inverted concave works is installed, rubble on the inside of works is backfilled later and forms drainage layer, finally
Shuttering integrated cast structure beyond the region of objective existence side and fine-stone concrete above, bottom, outside and fine-stone concrete above form one；
7) after underdrain, seepage well, connector are all constructed, are installed, the hardened verge or greenbelt of construction road two sides.
The present invention is made of french drain, underdrain, seepage well, connector etc., and wherein french drain and underdrain are to gathering structure bed boundary
Water, connector collect the water come to store and exclude to be connected to underdrain and seepage well, seepage well；Play exclusion cement concrete pavement
The effect of structural interface water, interfacial water penetrate into soil matrix by seepage well；Drainage system construct simultaneously with road completion and deliver make
With can reach release daily maintenance after building up.
Claims (9)
1. a kind of cement concrete road structure layer sewerage system, which is characterized in that including underdrain (1), seepage well (2) and french drain (3), institute
It states two sides outer edge of the underdrain (1) along road surface to lay, the seepage well (2) is embedded in the two sides outer edge on road surface and utilizes connector
(4) it is connected with underdrain (1)；The bottom that the french drain (3) is laid in the Cement Concrete plate (5) on road surface is located at the top of base (6),
Including lateral french drain (3.1) and longitudinal french drain (3.2), the transverse direction french drain (3.1) is connected to the underdrain (1) of two sides, the longitudinal direction
French drain (3.2) and lateral french drain (3.1) are interconnected.
2. cement concrete road structure layer sewerage system as described in claim 1, which is characterized in that the top surface of the french drain (3)
It is flushed with the top surface of base (6).
3. cement concrete road structure layer sewerage system as described in claim 1, which is characterized in that french drain (3) material is
Partial size is no more than the rubble of 3cm.
4. cement concrete road structure layer sewerage system a method according to any one of claims 1-3, which is characterized in that close to seepage well (2)
The section of the french drain (3) of position is wider than the french drain (3) of other positions.
5. cement concrete road structure layer sewerage system as described in claim 1, which is characterized in that the underdrain (1) includes saturating
Water layer (1.1), the pervious bed (1.1) are in inverted concave, and the groove type of inverted concave is at the Kong Han (1.2) being open to traffic, pervious bed
(1.1) fine-stone concrete layer (1.3) are wrapped up outside, microlith concrete layer (1.3) is equipped with notch close to the side of lateral french drain (3.1), in notch
Equipped with drainage layer (1.4)；Connector (4) passes through microlith concrete layer (1.3) intercommunicating pore letter (1.2) from bottom.
6. cement concrete road structure layer sewerage system as described in claim 1, which is characterized in that the seepage well (2) includes broken
Stone bed course (2.1), well bore (2.2) and well lid (2.3), blotter (2.1) are equipped with microlith Concrete seat pad (2.4), well bore (2.2)
It is placed on microlith Concrete seat pad (2.4), forms well body inside well bore (2.2), well body bottom is equipped with permeable layer (2.5).
7. cement concrete road structure layer sewerage system as claimed in claim 6, which is characterized in that the well bore (2.2) it is interior
Side wall is equipped with anti-fall hook (2.6), and anti-fall hook (2.6) is equipped with anti-drop net.
8. cement concrete road structure layer sewerage system as described in claim 1 or 6, which is characterized in that the seepage well (2) is along road
Road longitudinal gap 50-100m Bilateral Symmetry arrangement.
9. a kind of construction method of cement concrete road structure layer sewerage system, which comprises the following steps:
1), after cement concrete pavement construction to base, setting-out goes out the seam of the vertical and horizontal of Cement Concrete plate in base, and draws
Line mark；
2), excavation construction french drain at the setting-out mark in step 1)；French drain includes lateral french drain and longitudinal french drain, lateral french drain
It is aligned with the transverse joint of Cement Concrete plate, longitudinal french drain is aligned with the longitudinal seam of Cement Concrete plate；And in road low spot and
The low-lying place in section adds lateral french drain, and plant flag mark；
3), after the completion of all blind ditch constructions, Cement Concrete plate of constructing；
4), after the construction of Cement Concrete plate, seepage well of constructing；The position of seepage well marks at mark in addition to step 2 plants flag, and guarantees edge
Road longitudinal gap is 50-100m, Bilateral Symmetry arrangement；
5) it, has constructed seepage well, anti-drop net has been installed in seepage well, and reserved connector on the inside of each seepage well；
6), construct underdrain: the pervious bed of inverted concave works in underdrain, using it is over-the-counter it is prefabricated after, be carried to in-site installation；First
It is poured underdrain bottom fine-stone concrete, then the works of inverted concave is installed, rubble on the inside of works is backfilled later and forms drainage layer, most
Shuttering integrated cast structure beyond the region of objective existence side and fine-stone concrete above afterwards, bottom, outside and fine-stone concrete above form one；
7) after, underdrain, seepage well and connector are all constructed, are installed, construct hardened verge or greenbelt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910044627.XA CN109554982A (en) | 2019-01-17 | 2019-01-17 | A kind of cement concrete road structure layer sewerage system and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910044627.XA CN109554982A (en) | 2019-01-17 | 2019-01-17 | A kind of cement concrete road structure layer sewerage system and its construction method |
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| Publication Number | Publication Date |
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| CN109554982A true CN109554982A (en) | 2019-04-02 |
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| CN201910044627.XA Pending CN109554982A (en) | 2019-01-17 | 2019-01-17 | A kind of cement concrete road structure layer sewerage system and its construction method |
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Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0755809A2 (en) * | 1995-07-27 | 1997-01-29 | Semperit Reifen Aktiengesellschaft | Vehicle tyre |
| CN102061653A (en) * | 2011-01-28 | 2011-05-18 | 长沙理工大学 | Joint drainage type cement concrete road structure and construction method thereof |
| CN102322094A (en) * | 2011-08-08 | 2012-01-18 | 上海市城市建设设计研究院 | Road surface combined drainage system |
| CN206448131U (en) * | 2017-01-06 | 2017-08-29 | 江苏省科佳工程设计有限公司 | Pavement underdrain structure |
| CN108239905A (en) * | 2018-01-18 | 2018-07-03 | 温州市华意建设有限公司 | A kind of anti-ponding road and its construction method |
| CN207919284U (en) * | 2018-02-26 | 2018-09-28 | 平顶山市公路交通勘察设计院 | A kind of sponge city, which can ooze, can store water-permeable pavement |
| CN208137097U (en) * | 2018-04-28 | 2018-11-23 | 中交第二航务工程局有限公司 | Prefabricated seepage well |
| CN209619788U (en) * | 2019-01-17 | 2019-11-12 | 无锡市政设计研究院有限公司 | A kind of cement concrete road structure layer sewerage system |
-
2019
- 2019-01-17 CN CN201910044627.XA patent/CN109554982A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0755809A2 (en) * | 1995-07-27 | 1997-01-29 | Semperit Reifen Aktiengesellschaft | Vehicle tyre |
| CN102061653A (en) * | 2011-01-28 | 2011-05-18 | 长沙理工大学 | Joint drainage type cement concrete road structure and construction method thereof |
| CN102322094A (en) * | 2011-08-08 | 2012-01-18 | 上海市城市建设设计研究院 | Road surface combined drainage system |
| CN206448131U (en) * | 2017-01-06 | 2017-08-29 | 江苏省科佳工程设计有限公司 | Pavement underdrain structure |
| CN108239905A (en) * | 2018-01-18 | 2018-07-03 | 温州市华意建设有限公司 | A kind of anti-ponding road and its construction method |
| CN207919284U (en) * | 2018-02-26 | 2018-09-28 | 平顶山市公路交通勘察设计院 | A kind of sponge city, which can ooze, can store water-permeable pavement |
| CN208137097U (en) * | 2018-04-28 | 2018-11-23 | 中交第二航务工程局有限公司 | Prefabricated seepage well |
| CN209619788U (en) * | 2019-01-17 | 2019-11-12 | 无锡市政设计研究院有限公司 | A kind of cement concrete road structure layer sewerage system |
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