CN106284020A - A kind of waterproofing type kerbstone and construction method thereof - Google Patents
A kind of waterproofing type kerbstone and construction method thereof Download PDFInfo
- Publication number
- CN106284020A CN106284020A CN201610765057.XA CN201610765057A CN106284020A CN 106284020 A CN106284020 A CN 106284020A CN 201610765057 A CN201610765057 A CN 201610765057A CN 106284020 A CN106284020 A CN 106284020A
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- Prior art keywords
- kerbstone
- cement
- adjacent
- waterproofing type
- carry out
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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
- E01C11/222—Raised kerbs, e.g. for sidewalks ; Integrated or portable means for facilitating ascent or descent
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
The invention discloses a kind of waterproofing type kerbstone, including kerbstone, described kerbstone is respectively arranged at two ends with connection tenon, described kerbstone section shape is made trapezoidal, and it is equipped with stop water at kerbstone two ends, described adjacent two pieces of kerbstones are directly connected to form side slit, this waterproofing type kerbstone, by arranging connection tenon and fixing hole, adjacent kerbstone is fixedly connected, and between adjacent kerbstone, it is additionally provided with side slit, side slit carries out pouring to reach to seal the effect blocked water by expansive mortar, it is provided with stop water on ground, can be sluiced by stop water, sluicing reaches roadbed once, will not road pavement bad student affect, and by fixing hole and the fixing stretching action of connecting rod, fixation and effect are more preferable.
Description
Technical field
The present invention relates to road infrastructure technical field, be specially a kind of waterproofing type kerbstone and construction method thereof.
Background technology
Road construction is one of critical facility of modern capital construction, and road drainage is then the most important thing therein, row
If water system can not be discharged by water in time or drainage efficiency is low, bring unnecessary trouble all can to society and name.Road
Kerb is to ensure that the important infrastructure that drainage system normally works, and due to the defect of existing drainage system itself, causes road surface
The hydrops segment distance that typically can flow along link length direction could enter discharge outlet, during flowing, if kerbstone
The situation that water flows can not be stoped, it will cause surface gathered water ooze out arrive the footpath of road both sides or greenbelt etc. other
Position, and solve it is critical only that of this problem and footpath and greenbelt are carried out infiltration transformation, improvement project is for current
Being unpractical for basic market, improvement cost is high and quantities is big, and therefore, design one can waterproofing type kerbstone be urgently
Problem to be solved.
Summary of the invention
For problem above, the invention provides a kind of waterproofing type kerbstone and construction method thereof, it is possible to effectively block water, and
Can Fast Installation, can effectively solve the problem in background technology.
For achieving the above object, the present invention provides following technical scheme: a kind of waterproofing type kerbstone, including kerbstone, institute
Stating kerbstone and be respectively arranged at two ends with connection tenon, described kerbstone section shape is made trapezoidal, and is equipped with at kerbstone two ends
Stop water, described adjacent two pieces of kerbstones are directly connected to form side slit.
Preferably, described kerbstone two ends are equipped with fixing hole, pass through connecting rod between described adjacent kerbstone fixing hole
Connect.
Additionally the present invention have also been devised the construction method of a kind of waterproofing type kerbstone, comprises the steps:
(1) carrying out grading, flatness cannot be greater than 0.5 centimetre；
(2) roadbed carries out cement and pours, and carries out cement and pour on the basis of carrying out grading；
(3) kerbstone location, uses double line of ink marker to carry out radially kerbstone installation site and positions, in installation process, sternly
Lattice are installed the position of double line of ink marker restriction and are installed, and must not deviate double line of ink marker simultaneously, and in the case of allowing, kerbstone side must
Must all on a line of ink marker, opposite side can with relative depature, but irrelevance cannot be greater than 0.3 centimetre；
(4) kerbstone connects, and needs the connection tenon being strictly directed between adjacent kerbstone in kerbstone connection procedure, and
And need to add neat slurry inside two pieces of connection tenons；
(5) kerbstone jointing, in the side slit of adjacent kerbstone support, needs to carry out jointing with closely knit mortar,
Jointing height flushes with kerbstone height, and in top outline less than kerbstone height；
(6) kerbstone compacting, after kerbstone installation connection completes, needs the side to there being trapezoidal shape prominent to carry out
Also rammed earth, and grave mound compacting to be carried out inside stop water, complete kerbstone construction；
(7) detection, after completing kerbstone construction, needs to use horizon rule to carry out kerbstone flatness detection, detection
Mode is every 20 meters and carries out detecting once, if it exceeds regulation or design to go to be necessary for being adjusted or laying separately.
Preferably, the requirement that cement pours has two: one, part the most smooth during grading is repaiied
Multiple, it is desirable to the smooth maximum after water inlet roadbed cement pours cannot be greater than 0.1 centimetre；Its two, carry out roadbed compacting, prevent
The immersion depression of kerbstone, cement pour should select 12% limestone and concrete mix pour, and pouring
During note compacting, fraction porosity is less than 15%, and during whole pouring, the thickness poured cannot be less than 20
Centimetre.
Preferably, in described step (4), the purity of cement mortar cannot be less than 90%, and viscosity is between 20-50mD.
Compared with prior art, the invention has the beneficial effects as follows: this waterproofing type kerbstone, by arranging connection tenon with solid
Determining hole, be fixedly connected by adjacent kerbstone, and be additionally provided with side slit between adjacent kerbstone, side slit leads to
Cross expansive mortar to carry out pouring to reach to seal the effect blocked water, be provided with stop water on ground, it is possible to let out by stop water
Water, sluices and reaches roadbed once, will not road pavement bad student affect, and by fixing hole and the fixing stretching action of connecting rod,
Fixation and effect are more preferable.
Accompanying drawing explanation
Fig. 1 is present configuration schematic diagram；
Fig. 2 is cross-sectional view of the present invention.
In figure: 1-kerbstone；2-connects tenon；3-stop water；4-side slit；5-fixing hole；6-connecting rod.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Describe, it is clear that described embodiment is only a part of embodiment of the present invention rather than whole embodiments wholely.Based on
Embodiment in the present invention, it is every other that those of ordinary skill in the art are obtained under not making creative work premise
Embodiment, broadly falls into the scope of protection of the invention.
Embodiment:
Referring to Fig. 1 and Fig. 2, the present invention provides a kind of technical scheme: a kind of waterproofing type kerbstone, including kerbstone 1, institute
Stating kerbstone 1 and be respectively arranged at two ends with connection tenon 2, described kerbstone 1 section shape is made trapezoidal, and equal at kerbstone 1 two ends
Being provided with stop water 3, described adjacent two pieces of kerbstones 1 are directly connected to form side slit 4.
Preferably, described kerbstone 1 two ends are equipped with fixing hole 5, between the fixing hole 5 on described adjacent kerbstone 1
Connected by connecting rod 6.
The construction method of waterproofing type kerbstone of the present invention, comprises the steps:
(1) carrying out grading, flatness cannot be greater than 0.5 centimetre；
(2) roadbed carries out cement and pours, and carries out cement and pour on the basis of carrying out grading, the requirement that cement pours
Have two: one, part the most smooth during grading repaired, it is desirable to water inlet roadbed cement pour after flat
Whole maximum cannot be greater than 0.1 centimetre；Its two, carry out roadbed compacting, prevent the immersion depression of kerbstone, cement pours and should select
Limestone and the concrete mix of 12% pour, and note compacting during pouring, and fraction porosity is little
In 15%, during whole pouring, the thickness poured cannot be less than 20 centimetres；
(3) kerbstone location, uses double line of ink marker to carry out radially kerbstone installation site and positions, in installation process, sternly
Lattice are installed the position of double line of ink marker restriction and are installed, and must not deviate double line of ink marker simultaneously, and in the case of allowing, kerbstone side must
Must all on a line of ink marker, opposite side can with relative depature, but irrelevance cannot be greater than 0.3 centimetre；
(4) kerbstone connects, and needs the connection tenon being strictly directed between adjacent kerbstone in kerbstone connection procedure, and
And need to add neat slurry inside two pieces of connection tenons, and the purity of cement mortar cannot be less than 90%, viscosity is at 20-50mD
Between；
(5) kerbstone jointing, in the side slit of adjacent kerbstone support, needs to carry out jointing with closely knit mortar,
Jointing height flushes with kerbstone height, and in top outline less than kerbstone height；
(6) kerbstone compacting, after kerbstone installation connection completes, needs the side to there being trapezoidal shape prominent to carry out
Also rammed earth, and grave mound compacting to be carried out inside stop water, complete kerbstone construction；
(7) detection, after completing kerbstone construction, needs to use horizon rule to carry out kerbstone flatness detection, detection
Mode is every 20 meters and carries out detecting once, if it exceeds regulation or design to go to be necessary for being adjusted or laying separately.
It is an advantage of the current invention that: this waterproofing type kerbstone, by arranging connection tenon and fixing hole, by adjacent curb
Stone is fixedly connected, and is additionally provided with side slit between adjacent kerbstone, and side slit is watered by expansive mortar
Build to reach to seal the effect blocked water, be provided with stop water on ground, it is possible to sluiced by stop water, sluice and reach roadbed one
Under, road pavement bad student will not affect, and by fixing hole and the fixing stretching action of connecting rod, fixation and effect are more
Good.
The foregoing is only presently preferred embodiments of the present invention, not in order to limit the present invention, all essences in the present invention
Any amendment, equivalent and the improvement etc. made within god and principle, should be included within the scope of the present invention.
Claims (5)
1. a waterproofing type kerbstone, it is characterised in that: include that kerbstone (1), described kerbstone (1) are respectively arranged at two ends with connection
Tenon (2), described kerbstone (1) section shape is made trapezoidal, and is equipped with stop water (3), described phase at kerbstone (1) two ends
Adjacent two pieces of kerbstones (1) are directly connected to form side slit (4).
A kind of waterproofing type kerbstone the most according to claim 1, it is characterised in that: described kerbstone (1) two ends are equipped with
Fixing hole (5), is connected by connecting rod (6) between the fixing hole (5) on described adjacent kerbstone (1).
3. the construction method of a waterproofing type kerbstone, it is characterised in that: comprise the steps:
(1) carrying out grading, flatness cannot be greater than 0.5 centimetre；
(2) roadbed carries out cement and pours, and carries out cement and pour on the basis of carrying out grading；
(3) kerbstone location, uses double line of ink marker to carry out radially kerbstone installation site and positions, in installation process, strictly pacify
The position that the double line of ink marker of dress limits is installed, and must not deviate double line of ink marker simultaneously, and in the case of allowing, kerbstone side must be complete
Portion on a line of ink marker, opposite side can with relative depature, but irrelevance cannot be greater than 0.3 centimetre；
(4) kerbstone connects, and needs the connection tenon being strictly directed between adjacent kerbstone in kerbstone connection procedure, and
Need inside two pieces of connection tenons to add neat slurry；
(5) kerbstone jointing, in the side slit of adjacent kerbstone support, needs to carry out jointing, jointing with closely knit mortar
Height flushes with kerbstone height, and in top outline less than kerbstone height；
(6) kerbstone compacting, after kerbstone installation connection completes, needs the side to there being trapezoidal shape prominent to carry out earth backing
Compacting, and grave mound compacting to be carried out inside stop water, complete kerbstone construction；
(7) detection, after completing kerbstone construction, needs to use horizon rule to carry out kerbstone flatness detection, detection mode
Carry out detecting once for every 20 meters, if it exceeds regulation or design to go to be necessary for being adjusted or laying separately.
The construction method of a kind of waterproofing type kerbstone the most according to claim 3, it is characterised in that: the requirement that cement pours
Have two: one, part the most smooth during grading repaired, it is desirable to water inlet roadbed cement pour after flat
Whole maximum cannot be greater than 0.1 centimetre；Its two, carry out roadbed compacting, prevent the immersion depression of kerbstone, cement pours and should select
Limestone and the concrete mix of 12% pour, and note compacting during pouring, and fraction porosity is little
In 15%, during whole pouring, the thickness poured cannot be less than 20 centimetres.
The construction method of a kind of waterproofing type kerbstone the most according to claim 3, it is characterised in that: in described step (4)
The purity of cement mortar cannot be less than 90%, and viscosity is between 20-50mD.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610765057.XA CN106284020A (en) | 2016-08-29 | 2016-08-29 | A kind of waterproofing type kerbstone and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610765057.XA CN106284020A (en) | 2016-08-29 | 2016-08-29 | A kind of waterproofing type kerbstone and construction method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106284020A true CN106284020A (en) | 2017-01-04 |
Family
ID=57675523
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610765057.XA Pending CN106284020A (en) | 2016-08-29 | 2016-08-29 | A kind of waterproofing type kerbstone and construction method thereof |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110424224A (en) * | 2019-07-19 | 2019-11-08 | 杭州江润科技有限公司 | The construction method of kerbstone |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2284262Y (en) * | 1997-02-06 | 1998-06-17 | 王海波 | Interlocking compound road curb stone |
| KR20070045383A (en) * | 2005-10-27 | 2007-05-02 | 김태균 | The unit block l-shaped ditch of connection style |
| KR20110029847A (en) * | 2009-09-16 | 2011-03-23 | (주)로드스톤 | Road stud and method for construction of as the same |
| CN105155386A (en) * | 2015-08-20 | 2015-12-16 | 济南城建集团有限公司 | Water blocking type kerb and construction method thereof |
| CN105239485A (en) * | 2015-10-09 | 2016-01-13 | 中冶南方工程技术有限公司 | Drainage curb stone and asphalt road with drainage structure |
-
2016
- 2016-08-29 CN CN201610765057.XA patent/CN106284020A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2284262Y (en) * | 1997-02-06 | 1998-06-17 | 王海波 | Interlocking compound road curb stone |
| KR20070045383A (en) * | 2005-10-27 | 2007-05-02 | 김태균 | The unit block l-shaped ditch of connection style |
| KR20110029847A (en) * | 2009-09-16 | 2011-03-23 | (주)로드스톤 | Road stud and method for construction of as the same |
| CN105155386A (en) * | 2015-08-20 | 2015-12-16 | 济南城建集团有限公司 | Water blocking type kerb and construction method thereof |
| CN105239485A (en) * | 2015-10-09 | 2016-01-13 | 中冶南方工程技术有限公司 | Drainage curb stone and asphalt road with drainage structure |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110424224A (en) * | 2019-07-19 | 2019-11-08 | 杭州江润科技有限公司 | The construction method of kerbstone |
| CN110424224B (en) * | 2019-07-19 | 2021-01-15 | 杭州江润科技有限公司 | Construction method of curb |
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Application publication date: 20170104 |