CN102587253A - Method for paving highway sideway curb - Google Patents
Method for paving highway sideway curb Download PDFInfo
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- CN102587253A CN102587253A CN2012100220591A CN201210022059A CN102587253A CN 102587253 A CN102587253 A CN 102587253A CN 2012100220591 A CN2012100220591 A CN 2012100220591A CN 201210022059 A CN201210022059 A CN 201210022059A CN 102587253 A CN102587253 A CN 102587253A
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Abstract
The invention discloses a method for paving highway sideway curb, comprising the following steps of: firstly, making a hollow sideway curb body; secondly, cutting a quadrangle composed of a thickness side and a height side at one end of the hollow sideway curb body along the length direction; thirdly, slotting on one side at the upper part of the hollow sideway curb body along the length direction, and arranging a filter screen at the rear of a slot, wherein the filter screen comprises a reflection material; fourthly, making a sheathing piece of the hollow sideway curb body; fifthly, tamping soil below a highway surface, then paving a dust cushion layer with the thickness of 180-220mm on the tamped soil, and then paving a concrete cushion layer with the thickness of 80-120mm on the dust cushion layer; and sixthly, paving a highway surface material at the middle part of the concrete cushion layer, wherein the sheathing piece in the step four is sheathed on the hollow sideway curb body at a straight section of a highway. By adopting the method for paving the highway sideway curb disclosed by the invention, the method for paving the sideway curb is simple, and the sideway curb is more uniform and can not settle.
Description
Technical field
The present invention relates to a kind of laying method of road kerb, especially relate to a kind of laying method that can prevent the highway wing kerb that road kerb sinks.
Background technology
Road kerb generally is used for highway.The road kerb significant feature of both sides of highway is: the back rainwater that 1, rains is pooled in roadside and the formed ditch of road kerb, can be provided with along curb and receive mouth of a river collection rainwater.2, vehicle is not gone up sidewalk, guarantees pedestrian's safety, avoids sidewalk to be damaged by pressure.
Existing road kerb is designed to the concrete road kerb into 500*200*100mm, and the landscape effect of this way is too flat, and the sinking problem takes place easily.
Summary of the invention
The present invention is directed to the drawback of prior art,, a kind of laying method of highway wing kerb is provided to the problems referred to above.This method not only can be produced special road kerb, and when laying, simultaneously road kerb and paveio(u)r is laid on the identical bed course, and relies on sheathed, guarantees that road kerb can not sink.
To achieve these goals, the invention provides a kind of laying method of highway wing kerb, may further comprise the steps:
Step 1, the hollow road kerb body of making; The road kerb body is made into the tetragonal body structure of hollow; Wherein, the height of said road kerb body is 20%～25% of a length, and general thickness is 20%～25% of a length; The thickness of road kerb body cavity wall is 7%～10% of length, and the road kerb body along its length the thickness of the chamber wall at two ends greater than thickness along the chamber wall at thickness direction two ends;
Step 2, the end along its length of hollow road kerb body, the quadrangle be made up of thickness edges and height limit are cut; Thickness edges in the square and a height limit are cut, the remaining thickness in cutting back be original thickness limit and height limit thickness 1/2;
Step 3, on a side of hollow road kerb upper part of body, fluting and is provided with screen pack behind groove along its length, comprises reflectorized material on the said screen pack;
Step 4, make sheathed of hollow road kerb body; At first make four frame type bodies; The outer rim size of said four frame type bodies is identical with the outer rim size of said hollow road kerb body, and the other end of said hollow road kerb body is mutually sheathed with said four frame type bodies, and the other end of said hollow road kerb body cuts on four sides; So that can be inserted in the said four frame type bodies; Then said four frame type bodies are cut, at first machine away a thickness edges and height limit of four frame type bodies, a remaining thus thickness edges forms L type edge structure with the height limit; Again described L type edge structure is cut, make the thickness of thickness edges and height limit in the final L type edge structure be said hollow road kerb body thickness edges and height limit thickness 1/2;
Step 5, with the rammed earth under the highway pavement, the thick cushion lime of laying 180～220mm on the plain soil of compacting is laid the thick concrete cushion of 80～120mm again on cushion lime then;
Step 6, at the middle part of concrete cushion the road surface pavement material, and lay the thick cement mortar of 20～40mm in the edge of concrete cushion, the hollow road kerb that produces in above-mentioned steps one～step 3 is laid on the said cement mortar;
Wherein, on the straight portions of highway, sheathed in the step 4 is set on the hollow road kerb body, and with the carrying out of the hollow road kerb body of the next one one end of cutting, be docked on said sheathed.
Preferably, in the laying method of described highway wing kerb, said hollow road kerb body is processed by granite.
Preferably, in the laying method of described highway wing kerb, process by aluminum alloy materials for said sheathed.
Preferably, in the laying method of described highway wing kerb, process by the plastic-steel material for said sheathed.
Preferably; In the laying method of described highway wing kerb; In the said step 1, the height of said road kerb body is 20% of a length, and general thickness is 20% of a length; And the road kerb body thickness of the chamber wall at two ends along its length is 10% of a length, and is 8% of length along the thickness of the chamber wall at thickness direction two ends.
Preferably; In the laying method of described highway wing kerb; In the said step 1, the height of said road kerb body is 25% of a length, and general thickness is 25% of a length; And the road kerb body thickness of the chamber wall at two ends along its length is 10% of a length, and is 8% of length along the thickness of the chamber wall at thickness direction two ends.
Preferably, in the laying method of described highway wing kerb, in the said step 5, on the plain soil of compacting, lay the thick cushion lime of 200mm, on cushion lime, lay the thick concrete cushion of 100mm again.
Preferably, in the laying method of described highway wing kerb, in the said step 3, the length of said groove be hollow road kerb body whole length 4/5.
Preferably, in the laying method of described highway wing kerb, in the said step 6, lay the thick cement mortar of 30mm in the edge of concrete cushion.
Preferably, in the laying method of described highway wing kerb, said sheathed surface is provided with reflecting coating, and the reflective of said reflecting coating is higher than the reflective of the reflectorized material of said screen pack.
The laying method of the road kerb on highway of the present invention limit can be realized reminding the perhaps function of mileage prompting through the reflective road boundary that carries out.Can also collect rainwater through hollow road kerb itself.Can also hollow road kerb passage delivering rainwater.And the shorter broad of road kerb of the present invention itself, good stability, not free settling.Through in the mode of unifying to lay bed course below the road surface and below the road kerb, further guaranteed not free settling again.Again through sheathed mode is set, neat and free settling have not further been guaranteed to lay between road kerb.
Description of drawings
Fig. 1 is the structural representation sketch of a direction of road kerb and sheathed combination in the method for the present invention;
Fig. 2 is the structural representation sketch of another direction of road kerb and sheathed combination in the method for the present invention.
The specific embodiment
Below in conjunction with accompanying drawing the present invention is done further detailed description, can implement according to this with reference to the manual literal to make those skilled in the art.
As depicted in figs. 1 and 2, the invention discloses a kind of road kerb, a kind of laying method of highway wing kerb is particularly disclosed, may further comprise the steps:
Step 1, make hollow road kerb body 1, the road kerb body is made into the tetragonal body structure of hollow, the mode of for example utilizing mould to carry out cement casting forms the tetragonal body structure of hollow.Wherein, The height of said road kerb body is 20%～25% of a length; General thickness is 20%～25% of a length, and the thickness of road kerb body cavity wall is 7%～10% of length, and the road kerb body along its length the thickness of the chamber wall at two ends greater than thickness along the chamber wall at thickness direction two ends; The height of the more existing road kerb of height of hollow road kerb body of the present invention is low, and the height of the more existing road kerb of thickness is thick, but owing to be hollow-core construction, so whole weight and little.And greatly improved anti-settling property.It is the weight that is to alleviate road kerb that road kerb is made into hollow purpose one, the 2nd, be to make between the road kerb that lays, and form passage.This passage can be used in the channel interior draining when amount of rainfall is big, and also can utilize passage delivering rainwater or other water such as irrigation water.
Step 2, the end along its length of hollow road kerb body, the quadrangle be made up of thickness edges and height limit are cut; Thickness edges in the square and a height limit are cut, the remaining thickness in cutting back be original thickness limit and height limit thickness 1/2.Hollow road kerb after the cutting can either be realized direct connection (through cement mortar) each other, can realize again and sheathed being connected after matching.Make the connected mode of road kerb of the present invention arbitrarily to change according to the situation of physical features.For example, usually in the mode that is employed on the road kerb sheathed on the forthright, and on detour, adopt directly with road kerb mode connected to one another.
Step 3, on a side of hollow road kerb upper part of body, fluting and is provided with screen pack behind groove along its length, comprises reflectorized material on the said screen pack.On hollow road kerb body, slotting, is that rainwater covers groove and flow in the hollow road kerb for when amount of rainfall is big, and the passage in road kerb is discharged downstream.And the purpose that filter screen is set behind groove is to prevent that rubbish or foreign material from entering into the road kerb hollow.And filter screen adopts the reflectorized material manufacturing or is coated with reflectorized material, and its purpose is to increase aesthetic feeling, and increases the safety at night of highway.In practical application, reflectorized material also can be some mark road traffic signs or mileage sign.
Step 4, make sheathed 2 of hollow road kerb body; At first make four frame type bodies; The outer rim size of said four frame type bodies is identical with the outer rim size of said hollow road kerb body; That is to say, guarantee both each other sheathed after, four frame type bodies flush with hollow road kerb body.For this reason, need be to the cutting of hollow road kerb body with the mutually sheathed end of four frame type bodies, and this end exactly is exactly and the corresponding other end of an end that in step 2, cuts.The other end of said hollow road kerb body is mutually sheathed with said four frame type bodies; And the other end of said hollow road kerb body cuts on four sides; So that can be inserted in the said four frame type bodies; Then said four frame type bodies are cut, at first machine away a thickness edges and height limit of four frame type bodies, a remaining thus thickness edges forms L type edge structure with the height limit; Again described L type edge structure is cut, make the thickness of thickness edges and height limit in the final L type edge structure be said hollow road kerb body thickness edges and height limit thickness 1/2;
Step 5, with the rammed earth under the highway pavement, the thick cushion lime of laying 180～220mm on the plain soil of compacting is laid the thick concrete cushion of 80～120mm again on cushion lime then;
Step 6, at the middle part of concrete cushion the road surface pavement material, and lay the thick cement mortar of 20～40mm in the edge of concrete cushion, the hollow road kerb that produces in above-mentioned steps one～step 3 is laid on the said cement mortar; That is to say that in the present invention, ground surface material and road kerb all are laid on the concrete cushion, both have common anti-heavy basis.
Wherein, on the straight portions of highway, sheathed in the step 4 is set on the hollow road kerb body, and with the carrying out of the hollow road kerb body of the next one one end of cutting, be docked on said sheathed.On the road of bending, because there is angle each other in road kerb, therefore sheathed has difficulties.And on straight road,, can let road kerb form stable relations more each other through sheathed, be difficult for sinking.
Preferably, in the laying method of described highway wing kerb, said hollow road kerb body is processed by granite.With granite process the road kerb better appearance, and durable, be difficult for sinking.
Preferably, in the laying method of described highway wing kerb, process by aluminum alloy materials for said sheathed.Aluminum alloy materials is lighter and handier, and carries reflection function.
Preferably, in the laying method of described highway wing kerb, process by the plastic-steel material for said sheathed.
Preferably; In the laying method of described highway wing kerb; In the said step 1, the height of said road kerb body is 20% of a length, and general thickness is 20% of a length; And the road kerb body thickness of the chamber wall at two ends along its length is 10% of a length, and is 8% of length along the thickness of the chamber wall at thickness direction two ends.The anti-heavy performance of this size is good.
Preferably; In the laying method of described highway wing kerb; In the said step 1, the height of said road kerb body is 25% of a length, and general thickness is 25% of a length; And the road kerb body thickness of the chamber wall at two ends along its length is 10% of a length, and is 8% of length along the thickness of the chamber wall at thickness direction two ends.
Preferably, in the laying method of described highway wing kerb, in the said step 5, on the plain soil of compacting, lay the thick cushion lime of 200mm, on cushion lime, lay the thick concrete cushion of 100mm again.
Preferably, in the laying method of described highway wing kerb, in the said step 3, the length of said groove be hollow road kerb body whole length 4/5.
Preferably, in the laying method of described highway wing kerb, in the said step 6, lay the thick cement mortar of 30mm in the edge of concrete cushion.
Preferably, in the laying method of described highway wing kerb, said sheathed surface is provided with reflecting coating, and the reflective of said reflecting coating is higher than the reflective of the reflectorized material of said screen pack.Because reflective reflective being easy to more than plane of structure of facade discerned, therefore, more eye-catching reflectorized material can be set on facade.
Although embodiment of the present invention are open as above; But it is not restricted to listed utilization in manual and the embodiment; It can be applied to various suitable the field of the invention fully, for being familiar with those skilled in the art, can easily realize other modification; Therefore under the universal that does not deviate from claim and equivalency range and limited, the legend that the present invention is not limited to specific details and illustrates here and describe.
Claims (10)
1. the laying method of a highway wing kerb is characterized in that, may further comprise the steps:
Step 1, the hollow road kerb body of making; The road kerb body is made into the tetragonal body structure of hollow; Wherein, the height of said road kerb body is 20%～25% of a length, and general thickness is 20%～25% of a length; The thickness of road kerb body cavity wall is 7%～10% of length, and the road kerb body along its length the thickness of the chamber wall at two ends greater than thickness along the chamber wall at thickness direction two ends;
Step 2, the end along its length of hollow road kerb body, the quadrangle be made up of thickness edges and height limit are cut; Thickness edges in the square and a height limit are cut, the remaining thickness in cutting back be original thickness limit and height limit thickness 1/2;
Step 3, on a side of hollow road kerb upper part of body, fluting and is provided with screen pack behind groove along its length, comprises reflectorized material on the said screen pack;
Step 4, make sheathed of hollow road kerb body; At first make four frame type bodies; The outer rim size of said four frame type bodies is identical with the outer rim size of said hollow road kerb body, and the other end of said hollow road kerb body is mutually sheathed with said four frame type bodies, and the other end of said hollow road kerb body cuts on four sides; So that can be inserted in the said four frame type bodies; Then said four frame type bodies are cut, at first machine away a thickness edges and height limit of four frame type bodies, a remaining thus thickness edges forms L type edge structure with the height limit; Again described L type edge structure is cut, make the thickness of thickness edges and height limit in the final L type edge structure be said hollow road kerb body thickness edges and height limit thickness 1/2;
Step 5, with the rammed earth under the highway pavement, the thick cushion lime of laying 180～220mm on the plain soil of compacting is laid the thick concrete cushion of 80～120mm again on cushion lime then;
Step 6, at the middle part of concrete cushion the road surface pavement material, and lay the thick cement mortar of 20～40mm in the edge of concrete cushion, the hollow road kerb that produces in above-mentioned steps one～step 3 is laid on the said cement mortar;
Wherein, on the straight portions of highway, sheathed in the step 4 is set on the hollow road kerb body, and with the carrying out of the hollow road kerb body of the next one one end of cutting, be docked on said sheathed.
2. the laying method of highway wing kerb as claimed in claim 1 is characterized in that, said hollow road kerb body is processed by granite.
3. the laying method of highway wing kerb as claimed in claim 1 is characterized in that, is processed by aluminum alloy materials for said sheathed.
4. the laying method of highway wing kerb as claimed in claim 1 is characterized in that, is processed by the plastic-steel material for said sheathed.
5. the laying method of highway wing kerb as claimed in claim 1; It is characterized in that; In the said step 1, the height of said road kerb body is 20% of a length, and general thickness is 20% of a length; And the road kerb body thickness of the chamber wall at two ends along its length is 10% of a length, and is 8% of length along the thickness of the chamber wall at thickness direction two ends.
6. the laying method of highway wing kerb as claimed in claim 1; It is characterized in that; In the said step 1, the height of said road kerb body is 25% of a length, and general thickness is 25% of a length; And the road kerb body thickness of the chamber wall at two ends along its length is 10% of a length, and is 8% of length along the thickness of the chamber wall at thickness direction two ends.
7. the laying method of highway wing kerb as claimed in claim 1 is characterized in that, in the said step 5, on the plain soil of compacting, lays the thick cushion lime of 200mm, on cushion lime, lays the thick concrete cushion of 100mm again.
8. the laying method of highway wing kerb as claimed in claim 1 is characterized in that, in the said step 3, the length of said groove be hollow road kerb body whole length 4/5.
9. the laying method of highway wing kerb as claimed in claim 8 is characterized in that, in the said step 6, lays the thick cement mortar of 30mm in the edge of concrete cushion.
10. the laying method of highway wing kerb as claimed in claim 9 is characterized in that, said sheathed surface is provided with reflecting coating, and the reflective of said reflecting coating is higher than the reflective of the reflectorized material of said screen pack.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210022059.1A CN102587253B (en) | 2012-02-01 | 2012-02-01 | Method for paving highway sideway curb |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210022059.1A CN102587253B (en) | 2012-02-01 | 2012-02-01 | Method for paving highway sideway curb |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102587253A true CN102587253A (en) | 2012-07-18 |
| CN102587253B CN102587253B (en) | 2014-07-02 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210022059.1A Expired - Fee Related CN102587253B (en) | 2012-02-01 | 2012-02-01 | Method for paving highway sideway curb |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104278612A (en) * | 2014-08-21 | 2015-01-14 | 国家电网公司 | Pavement method for road edge stones of transformer substation road |
| CN111485473A (en) * | 2019-01-25 | 2020-08-04 | 河南天久装配式建筑有限公司 | Light sandwich concrete road curb structure and construction method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU5286996A (en) * | 1995-04-06 | 1996-10-23 | David Twomey | A drainage installation for roads |
| JPH10121407A (en) * | 1996-10-17 | 1998-05-12 | Aoki Gijiyutsushi Jimusho:Kk | Curb block |
| CN2490201Y (en) * | 2001-04-29 | 2002-05-08 | 马青科 | Luminous kerb |
| JP2006097450A (en) * | 2004-09-29 | 2006-04-13 | Katsu Tsutomu | Curb substitute with multi-objective function |
| CN1928241A (en) * | 2006-09-29 | 2007-03-14 | 天津市博安塑胶制品有限公司 | Kerbstone with drainage hole |
-
2012
- 2012-02-01 CN CN201210022059.1A patent/CN102587253B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU5286996A (en) * | 1995-04-06 | 1996-10-23 | David Twomey | A drainage installation for roads |
| JPH10121407A (en) * | 1996-10-17 | 1998-05-12 | Aoki Gijiyutsushi Jimusho:Kk | Curb block |
| CN2490201Y (en) * | 2001-04-29 | 2002-05-08 | 马青科 | Luminous kerb |
| JP2006097450A (en) * | 2004-09-29 | 2006-04-13 | Katsu Tsutomu | Curb substitute with multi-objective function |
| CN1928241A (en) * | 2006-09-29 | 2007-03-14 | 天津市博安塑胶制品有限公司 | Kerbstone with drainage hole |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104278612A (en) * | 2014-08-21 | 2015-01-14 | 国家电网公司 | Pavement method for road edge stones of transformer substation road |
| CN111485473A (en) * | 2019-01-25 | 2020-08-04 | 河南天久装配式建筑有限公司 | Light sandwich concrete road curb structure and construction method |
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| Publication number | Publication date |
|---|---|
| CN102587253B (en) | 2014-07-02 |
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