CN107740325A - A kind of new shallow trench monoblock type curb structure of area of heavy rainfull road and construction method - Google Patents
A kind of new shallow trench monoblock type curb structure of area of heavy rainfull road and construction method Download PDFInfo
- Publication number
- CN107740325A CN107740325A CN201710899309.2A CN201710899309A CN107740325A CN 107740325 A CN107740325 A CN 107740325A CN 201710899309 A CN201710899309 A CN 201710899309A CN 107740325 A CN107740325 A CN 107740325A
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- CN
- China
- Prior art keywords
- kerbstone
- monoblock type
- shallow trench
- road
- shallow
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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
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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
- E01C11/00—Details of pavings
- E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
- E01C11/221—Kerbs or like edging members, e.g. flush kerbs, shoulder retaining means ; Joint members, connecting or load-transfer means specially for kerbs
-
- 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
- E01C11/221—Kerbs or like edging members, e.g. flush kerbs, shoulder retaining means ; Joint members, connecting or load-transfer means specially for kerbs
- E01C11/223—Kerb-and-gutter structures; Kerbs with drainage openings channel or conduits, e.g. with out- or inlets, with integral gutter or with channel formed into the kerb ; Kerbs adapted to house cables or pipes, or to form conduits
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- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
The embodiment of the present invention provides the embodiment of the present invention and provides a kind of new shallow trench monoblock type curb structure of area of heavy rainfull road and construction method,The shallow trench monoblock type kerbstone is made up of concrete,The shallow trench monoblock type kerbstone is arranged on the both sides of road structure layer,The radial section of the shallow trench monoblock type kerbstone is L-type section,The dorsal part of the shallow trench monoblock type kerbstone is kerbstone part,The bottom of the shallow trench monoblock type kerbstone is flat stone part,The junction upper end of the kerbstone part peace stone part is provided with shallow groove,According to conventional road side,Flat stone improves and research,Form a kind of monoblock type curb structure,It is not only convenient for installing,And carry shallow trench,Beneficial to draining,It is widely used in road engineering,Particularly area of heavy rainfull,On the basis of road surface drainage performance is improved,Reduce construction cost,Ensure construction quality,It is adapted to a variety of landform applications.
Description
Technical field
The present invention relates to field of road, specially a kind of new shallow trench monoblock type kerbstone knot of area of heavy rainfull road
Structure and construction method.
Background technology
In the rainy provinces and regions of south China, during highway engineering construction, because long-term rain influences, highway engineering construction quality
Particularly important, after road shaping, road surface drainage problem influences the use function of road, if road surface water is discharged not in time, penetrates into road
Face, road structure, road quality and service life will be directly reduced, and conventional road surface drainage drains into rainwater by longitudinal and transverse slope
The mouth of a river is received, will be unable to meet functional requirements when amount of rainfall is excessive, road inland river, waterlogging, large area ponding etc. often occur
Phenomenon；And existing both sides of the road kerbstone is divided into kerbstone peace stone, makes with work progress, the flat stone line type in side easily occur and have some setbacks
Freely, the problems such as flat stoneledge ratio is not right, and easy ponding, work progress is cumbersome, influences the duration, and cost of labor is high.
The content of the invention
To solve the above problems, the shortcomings that present invention exists for prior art, there is provided a kind of area of heavy rainfull road is new
Shallow trench monoblock type curb structure and construction method, improve and study according to conventional road side, flat stone, form a kind of monoblock type
Curb structure, it is not only convenient for installing, and carries shallow trench, beneficial to draining, is widely used in road engineering, particularly rainyly
Area, on the basis of road surface drainage performance is improved, construction cost is reduced, ensures construction quality, is adapted to a variety of landform applications.
To achieve the above object, the embodiment of the present invention provides a kind of new shallow trench monoblock type curb of area of heavy rainfull road
Stone, the shallow trench monoblock type kerbstone are made up of concrete, and the shallow trench monoblock type kerbstone is arranged on road structure layer
Both sides, the radial section of the shallow trench monoblock type kerbstone is L-type section, the dorsal part of the shallow trench monoblock type kerbstone
For kerbstone part, the bottom of the shallow trench monoblock type kerbstone is flat stone part, the friendship of the kerbstone part peace stone part
Connect place upper end and be provided with shallow groove.
Preferably, the shallow groove is deep-slotted chip breaker, and the shallow groove is provided with matrix slope, institute by kerbstone part side
State shallow groove and be provided with convex slope by flat stone part side, the gradient on the matrix slope is 2 times of the convex slope gradient.
Preferably, the depth capacity of the shallow groove is the 1/3 of flat stone segment thickness, and the width of the shallow groove is
The 3/4 of flat stone part.
Preferably, the thickness ratio of the kerbstone part peace stone part is 1:1, the length of kerbstone part peace stone part
Ratio is 5:6.
Preferably, the new shallow integral curb stone external coating has aqueous infiltrating inorganic water-proof agent.
Preferably, the bottom of the new shallow integral curb stone and dorsal part are provided with kerbstone pedestal, the curb ground mass
The maximum height for seating against kerbstone part side is the 2/3 of kerbstone Partial Height.
Preferably, the kerbstone pedestal is concrete system.
A kind of construction method of the new shallow trench monoblock type kerbstone of area of heavy rainfull road, comprises the following steps,
Step 1, using total powerstation or GPS setting-outs, spirit level measurement base bottom elevation；
Step 2, blinding layer, maintenance are poured；
Step 3, band line installs shallow trench monoblock type kerbstone, and chamfering shallow trench docks smooth-going in guarantee；
Step 4, line style adjustment operation, preliminary jointing and fixation are carried out to shallow trench monoblock type kerbstone；
Step 5, pour and conserve maintenance kerbstone pedestal；
Step 6, jointing, maintenance work are carried out to shallow trench monoblock type kerbstone, completes and deliver for a check；
Step 7, construction, inlet for stom water and top course are subsequently started.
As can be seen from the above technical solutions, compared with prior art, present invention has the advantages that：
(1) integral design is used, two ways can be cut by prefabricated, granite using concrete, be utilized in Material Manufacturing Process
Mechanization production directly forms slope ratio and shallow trench；
(2) it is a large amount of artificial together, to save that conventional mounting kerbstone, flat stone twice technique are changed；
(3) integrated design, line style, appearance quality trait are beneficial in work progress；
(4) in area of heavy rainfull, the shallow trench of design is beneficial to the discharge of surface gathered water, saves cost simultaneously, protecting ecology ring
Border, reach and save time, saving expense, improve quality, the purpose of security civilization.
(5) the shallow trench monoblock type kerbstone external coating has aqueous infiltrating inorganic water-proof agent, and its role is to can
Effectively improve anticorrosive property, wearability, crack resistance and the carbonization resistance of shallow trench monoblock type kerbstone.
In summary, this method can not only effectively improve road surface drainage speed, and material technology is simple, install convenient,
Save artificial duration, economic and environment-friendly.
Brief description of the drawings
Fig. 1 illustrates the new shallow trench monoblock type curb structure design drawing of the present invention；
Fig. 2 illustrates the new shallow trench monoblock type kerbstone detail drawing of the present invention；
Illustrate：1. shallow trench monoblock type kerbstone, 2. kerbstone pedestals, 3. road structure layers, 4. kerbstone parts, 5.
Flat stone part, 6. shallow grooves.
Embodiment
In order to make the purpose , technical scheme and advantage of the present invention be clearer, with reference to embodiments, to the present invention
It is further elaborated.It should be appreciated that the specific embodiments described herein are merely illustrative of the present invention, it is not used to
Limit the present invention.
Below in conjunction with the accompanying drawings and specific embodiment is further described to the application principle of the present invention.
Embodiment one
As shown in Figure 1 to Figure 2, the new shallow trench monoblock type kerbstone of a kind of area of heavy rainfull road, the shallow trench are overall
Formula kerbstone 1 is made up of concrete, and the shallow trench monoblock type kerbstone 1 is arranged on the both sides of road structure layer 3, the shallow shape
The radial section of ditch monoblock type kerbstone 1 is L-type section, and the dorsal part of the shallow trench monoblock type kerbstone 1 is kerbstone part 4,
The bottom of the shallow trench monoblock type kerbstone 1 is flat stone part 5, the junction upper end of the peaceful stone part 5 in kerbstone part 4
Provided with shallow groove 6.
Wherein, the shallow groove 6 is deep-slotted chip breaker, and the shallow groove 6 is provided with matrix slope by the side of kerbstone part 4,
The shallow groove 6 is provided with convex slope by the flat side of stone part 5, and the gradient on the matrix slope is the 2 of the convex slope gradient
Times；The depth capacity of the shallow groove 6 is the 1/3 of the flat thickness of stone part 5, and the width of the shallow groove 6 is flat stone part 5
3/4；The thickness ratio of the peaceful stone part 5 in kerbstone part 4 is 1:1, the lenth ratio of the peaceful stone part 5 in kerbstone part 4
For 5:6；The new external coating of shallow integral curb stone 1 has aqueous infiltrating inorganic water-proof agent；The new shallow is overall
The bottom of kerbstone 1 and dorsal part are provided with kerbstone pedestal 2, and the kerbstone pedestal 2 is by the maximum height of the side of kerbstone part 4
The 2/3 of the height of kerbstone part 4；The kerbstone pedestal 2 is concrete system.
A kind of construction method of the new shallow trench monoblock type kerbstone of area of heavy rainfull road, comprises the following steps,
Step 1, using total powerstation or GPS setting-outs, spirit level measurement base bottom elevation；
Step 2, blinding layer, maintenance are poured；
Step 3, band line installs shallow trench monoblock type kerbstone 1, and chamfering shallow trench docks smooth-going in guarantee；
Step 4, line style adjustment operation, preliminary jointing and fixation are carried out to shallow trench monoblock type kerbstone 1；
Step 5, pour and conserve maintenance kerbstone pedestal 2；
Step 6, jointing, maintenance work are carried out to shallow trench monoblock type kerbstone 1, completes and deliver for a check；
Step 7, construction, inlet for stom water and top course are subsequently started.
The application of the inventive method, road surface drainage is not only contributed to, and kerbstone is from side two kinds of material alterings of flat stone
A kind of integral design, has saved cost, saves installation period, reaches the effect of light rain not ponding, heavy rain not waterlogging, and carries
High construction quality, environmental protection attractive in appearance.
It should be noted that herein, term " comprising ", "comprising" or its any other variant are intended to non-row
His property includes, so that process, method, article or equipment including a series of elements not only include those key elements, and
And also include the other element being not expressly set out, or also include for this process, method, article or equipment institute inherently
Key element.In the absence of more restrictions, the key element limited by sentence "including a ...", it is not excluded that including institute
State in process, method, article or the equipment of key element and other identical element also be present.
Described above is only the embodiment of the present invention, is made skilled artisans appreciate that or realizing this hair
It is bright.A variety of modifications to these embodiments will be apparent to one skilled in the art, as defined herein
General Principle can be realized in other embodiments without departing from the spirit or scope of the present invention.Therefore, it is of the invention
The embodiments shown herein is not intended to be limited to, and is to fit to and principles disclosed herein and features of novelty phase one
The most wide scope caused.
Claims (8)
1. a kind of new shallow trench monoblock type kerbstone of area of heavy rainfull road, the shallow trench monoblock type kerbstone (1) are coagulation
Soil is made, and the shallow trench monoblock type kerbstone (1) is arranged on the both sides of road structure layer (3), it is characterised in that the shallow shape
The radial section of ditch monoblock type kerbstone (1) is L-type section, and the dorsal part of the shallow trench monoblock type kerbstone (1) is kerbstone portion
Point (4), the bottom of the shallow trench monoblock type kerbstone (1) are flat stone part (5), the peaceful stone part of kerbstone part (4)
(5) junction upper end is provided with shallow groove (6).
A kind of 2. new shallow trench monoblock type kerbstone of area of heavy rainfull road according to claim 1, it is characterised in that institute
It is deep-slotted chip breaker to state shallow groove (6), and the shallow groove (6) is provided with matrix slope, the shallow ditch by kerbstone part (4) side
Groove (6) is provided with convex slope by flat stone part (5) side, and the gradient on the matrix slope is 2 times of the convex slope gradient.
A kind of 3. new shallow trench monoblock type kerbstone of area of heavy rainfull road according to claim 1, it is characterised in that institute
The depth capacity for stating shallow groove (6) is the 1/3 of flat stone part (5) thickness, and the width of the shallow groove (6) is flat stone part
(5) 3/4.
A kind of 4. new shallow trench monoblock type kerbstone of area of heavy rainfull road according to claim 1, it is characterised in that institute
The thickness ratio for stating the peaceful stone part (5) in kerbstone part (4) is 1:1, the lenth ratio of kerbstone part (4) peaceful stone part (5)
For 5:6.
A kind of 5. new shallow trench monoblock type kerbstone of area of heavy rainfull road according to claim 1, it is characterised in that institute
Stating new shallow integral curb stone (1) external coating has aqueous infiltrating inorganic water-proof agent.
6. the new shallow trench monoblock type kerbstone of a kind of area of heavy rainfull road according to claim 1 to 5, its feature exist
In the bottom of the new shallow integral curb stone (1) and dorsal part are provided with kerbstone pedestal (2), and the kerbstone pedestal (2) is leaned on
The maximum height of kerbstone part (4) side is the 2/3 of kerbstone part (4) height.
A kind of 7. new shallow trench monoblock type kerbstone of area of heavy rainfull road according to claim 6, it is characterised in that institute
It is concrete system to state kerbstone pedestal (2).
8. a kind of construction method of the new shallow trench monoblock type kerbstone of area of heavy rainfull road, it is characterised in that including following step
Suddenly,
Step 1, using total powerstation or GPS setting-outs, spirit level measurement base bottom elevation；
Step 2, blinding layer, maintenance are poured；
Step 3, band line installs shallow trench monoblock type kerbstone (1), and chamfering shallow trench docks smooth-going in guarantee；
Step 4, line style adjustment operation, preliminary jointing and fixation are carried out to shallow trench monoblock type kerbstone (1)；
Step 5, pour and conserve maintenance kerbstone pedestal (2)；
Step 6, jointing, maintenance work are carried out to shallow trench monoblock type kerbstone (1), completes and deliver for a check；
Step 7, construction, inlet for stom water and top course are subsequently started.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710899309.2A CN107740325A (en) | 2017-09-28 | 2017-09-28 | A kind of new shallow trench monoblock type curb structure of area of heavy rainfull road and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710899309.2A CN107740325A (en) | 2017-09-28 | 2017-09-28 | A kind of new shallow trench monoblock type curb structure of area of heavy rainfull road and construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107740325A true CN107740325A (en) | 2018-02-27 |
Family
ID=61236372
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710899309.2A Pending CN107740325A (en) | 2017-09-28 | 2017-09-28 | A kind of new shallow trench monoblock type curb structure of area of heavy rainfull road and construction method |
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| Country | Link |
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| CN (1) | CN107740325A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109056475A (en) * | 2018-07-31 | 2018-12-21 | 杭州江润科技有限公司 | The construction method of kerbstone mounting structure |
| CN113308960A (en) * | 2021-05-27 | 2021-08-27 | 中国五冶集团有限公司 | High-turnover assembly type curb cushion block and mold and construction method thereof |
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|---|---|---|---|---|
| CN202323624U (en) * | 2011-12-08 | 2012-07-11 | 孙长娟 | Water collection type kerbstone |
| CN204039867U (en) * | 2014-09-16 | 2014-12-24 | 东营市公路勘察设计院 | L-type collection drainage type road kerb and comprise the road of this road kerb |
| CN204343134U (en) * | 2014-12-12 | 2015-05-20 | 苏州规划设计研究院股份有限公司 | The flat stone of a kind of curved surface |
| CN105036641A (en) * | 2015-06-30 | 2015-11-11 | 中冶交通（沈阳）建设工程有限公司 | Preparation method of kerb and installation method thereof |
| CN205741822U (en) * | 2016-05-24 | 2016-11-30 | 沈阳建筑大学 | A kind of monoblock type water drainage curb |
-
2017
- 2017-09-28 CN CN201710899309.2A patent/CN107740325A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202323624U (en) * | 2011-12-08 | 2012-07-11 | 孙长娟 | Water collection type kerbstone |
| CN204039867U (en) * | 2014-09-16 | 2014-12-24 | 东营市公路勘察设计院 | L-type collection drainage type road kerb and comprise the road of this road kerb |
| CN204343134U (en) * | 2014-12-12 | 2015-05-20 | 苏州规划设计研究院股份有限公司 | The flat stone of a kind of curved surface |
| CN105036641A (en) * | 2015-06-30 | 2015-11-11 | 中冶交通（沈阳）建设工程有限公司 | Preparation method of kerb and installation method thereof |
| CN205741822U (en) * | 2016-05-24 | 2016-11-30 | 沈阳建筑大学 | A kind of monoblock type water drainage curb |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109056475A (en) * | 2018-07-31 | 2018-12-21 | 杭州江润科技有限公司 | The construction method of kerbstone mounting structure |
| CN109056475B (en) * | 2018-07-31 | 2020-11-06 | 四川尧顺建设集团有限公司 | Construction method of curb mounting structure |
| CN113308960A (en) * | 2021-05-27 | 2021-08-27 | 中国五冶集团有限公司 | High-turnover assembly type curb cushion block and mold and construction method thereof |
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| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180227 |
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