CN105040554A - Garden path structure and paving construction technology thereof - Google Patents
Garden path structure and paving construction technology thereof Download PDFInfo
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- CN105040554A CN105040554A CN201510345641.5A CN201510345641A CN105040554A CN 105040554 A CN105040554 A CN 105040554A CN 201510345641 A CN201510345641 A CN 201510345641A CN 105040554 A CN105040554 A CN 105040554A
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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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- Road Paving Structures (AREA)
Abstract
The invention relates to a garden path structure and a paving construction technology thereof. The garden path structure comprises a roadbed, a bedding course, a base course, a surface course and road teeth, wherein the roadbed is located at the bottommost layer of a garden path and is compacted by a concrete base; 2-3% of a transverse slope is formed on the roadbed; road tooth bases are arranged on two sides of the roadbed; the bedding course is a structural layer arranged between the roadbed and the base course; the base course is located on the bedding course and filled with water-permeable granules to be 6-15 cm in thickness; the surface course is arranged at the topmost layer of the garden path and is a structural layer in direct contact with wheels or human feet and the atmosphere; a transverse drainage slope is formed on the surface of the surface course; a road hump is arranged on the cross section of the surface course; the surface of the surface course is favorable in flatness, roughness and water permeability; the road teeth are arranged on the road tooth bases. The garden path adopting the structure is relatively high in strength and rigidity, and good in water permeability, the adopted paving technology is high in efficiency, the construction cost is low and complaints from customers are reduced.
Description
Technical field
The present invention relates to landscape hardwork technical field of construction, particularly relate to a kind of garden line structure of gardens and lay the construction method on this Zhong Yuan road.
Background technology
Garden paving engineering mainly garden path is mated formation, and the quality of garden paving engineering is directly connected to the effect of whole landscape hardwork construction works.Garden path (being called for short " garden road ") is one of fundamental forming gardens, is mainly used in organization space, divides scenic spot guiding visit, sets off scenery and traffic connection.The structure of existing garden path mostly is concreting layer on plain soil matrix layer, then directly on layer of concrete, directly surface layer is laid, this kind of garden line structure is not only easier to occur crack or depression, and due to its bad hydraulic permeability, for a long time through rainwater erosion and make it to damage, and then cause aesthetic property difference and traffic accident.In addition, the laying construction technological operation of existing garden road is loaded down with trivial details, and engineering quantity is large, length consuming time and laying quality is unsatisfactory, and therefore, a kind of new garden line structure of exigence and form of construction work solve the problems of the technologies described above.
Summary of the invention
The present invention, just for the technical problem existed in prior art, provides a kind of garden line structure and pavement construction technique thereof, on the basis taking into account pavement usage intensity in garden, strengthens the water permeability on garden road, texture and spatial landscape effect, extends its application life.
To achieve these goals, the technical solution used in the present invention is, a kind of garden line structure, comprise roadbed, bed course, basic unit, surface layer and curb, described roadbed is positioned at the bottom on garden road, adopt the compacting of tabia base, and on roadbed, be provided with the transverse slope of 2% ~ 3%, the both sides of described roadbed are provided with curb basis, described bed course is the deck be together arranged between roadbed and basic unit, described basic unit is positioned on bed course, basic unit adopts water permeability pellet to carry out the thickness being filled to 6 ~ 15 centimetres, described surface layer is arranged on the superiors on garden road, surface layer is the deck directly contacted with wheel or people's pin and air, its surface is provided with transverse drainage slope, and its cross section is provided with road camber, the surface of surface layer should have good planeness, roughness and water permeability, described curb is arranged on curb basis.
As a modification of the present invention, because concrete has good plasticity and economic and practical, therefore, described surface layer adopts the color impression concrete or concrete road pavement brick that apply to decorate road surface or the chain brick of colour concrete to lay to form.
As a modification of the present invention, also setting course is provided with between described basic unit and surface layer, described setting course to be thickness the be coarse sand of 3 ~ 5 centimetres or cement mortar or lime mortar, be mainly used for the situation that described surface layer adopts block material to mat formation, for the ease of combination and the levelling and deck that is that arrange of surface layer and basic unit.
As a modification of the present invention, described bed course adopts water stability and the good loose pellet of thermal insulation performance to build and forms, and described loose pellet comprises the water permeability pellet of the compositions such as sand, gravel, slag.Bed course is not smooth in subgrade drainage, moisture-sensitive is endured cold, for ease of draining, stablize road surface and one deck arranged, its function improves the humiture situation of roadbed (soil matrix), to ensure that the intensity of basic unit and surface layer, rigidity and stability do not change by soil matrix Temperature Regime of Main the harmful effect caused, in addition, it can stop subgrade soils to clamp-on in basic unit, affects the performance of base layer structure.
As a modification of the present invention, described bed course employing particle diameter is filled at the rubble of 3 ~ 5 centimetres, and the rubble gap coarse sand cementation of fissures, thickness is 10 ~ 16 centimetres.
As a modification of the present invention, described basic unit adopts cement concrete, gravel, slabstone, block stone, roundstone or industrial residue (as cinder, flyash, slag, lime mud etc.) to build and forms.Basic unit is the bearing course of garden line structure, and it should have enough strength and stiffness, the ability of good diffusion-induced stress, and enough water stabilities.
As a modification of the present invention, described curb is level line tooth or vertical curb, and curb can aid in guide surface drainage, enhances the drainability on garden road to a certain extent, thus extend the application life on garden road further.
The construction technology that above-mentioned garden line structure of mating formation adopts comprises the following steps:
(1) carry out place laying-down according to design drawing, and in position place Center stake and skirt piles;
(2) carry out excavation construction, backfilled roadbed supported, the landfill order of roadbed should first dark after shallow, first layering tamp depths, after fill out shallow place, often fill out one deck and just tamp one deck, until the absolute altitude place of design;
(3) carry out scum silica frost, garbage-cleaning after flattening roughly roadbed, carry out filling out to dig and rolling of curb basis in the both sides of roadbed, the ground flat degree change of roadbed is limited within 5 centimetres;
(4) roadbed after leveling carries out setting cushion construction, sequence of construction is followed successively by the rubble that paves, road roller come and go roll, spread inserts fill rubble seam, sweep even inserts after to sprinkle water compacting, then carry out checking and processing;
(5) to fix a point on the bed course completed unwrapping wire, according to design elevation, central pile and skirt piles are put in sideline, checking sideline and the errorless rear employing cement concrete of design elevation, gravel, slabstone, block stone, roundstone or industrial residue (as cinder, flyash, slag, lime mud etc.) carry out laying basic unit, period, make the transverse drainage slope on road surface according to designing requirement;
(6), after base layer construction completes, plastic foil is adopted to cover the maintenance of 7 ~ 10 days enterprising behavior phases of basic unit;
(7), after grassroots conservation terminates, coarse sand or cement mortar or lime mortar is adopted to lay setting course;
(8) when the initial set moisture of layer to be combined is received dry, by design drawing carry out surface layer figure field lofting, plane line, lay and put and flatten;
(9) cleaned totally by facing surface, both sides curb of mating formation, finally carries out maintaining.
Relative to prior art, garden line structure proposed by the invention has higher strength and stiffness, owing to all employing the good material of water stability at bed course, basic unit, setting course and surface layer, whole garden road is made to have good water permeability, at the rapid not ponding of sleety weather draining, substantially prolongs the application life on garden road, and also greatly reduce its maintenance cost; In addition, the efficiency adopting pavement construction technique of the present invention to carry out the laying of garden road is high, also improves construction quality while having saved construction cost, reduces the complaint of user.
Detailed description of the invention
In order to deepen the understanding of the present invention and understanding, below the invention will be further described and introduce.
A kind of garden line structure, comprise roadbed, bed course, basic unit, setting course, surface layer and curb, described roadbed is positioned at the bottom on garden road, adopts the compacting of tabia base, and on roadbed, is provided with the transverse slope of 2%.The both sides of described roadbed are provided with curb basis, and described bed course is the deck be together arranged between roadbed and basic unit, its adopt particle diameter 3 ~ 5 centimetres rubble fill, the rubble gap coarse sand cementation of fissures, thickness is 10 ~ 16 centimetres.Described basic unit is positioned on bed course, and basic unit adopts cement concrete to fill, and its thickness is 6 ~ 15 centimetres.Described surface layer is the deck directly contacted with wheel or people's pin and air, be positioned at the superiors on garden road, adopt the chain brick of colour concrete to lay to form, and the transverse drainage slope of be consistent with transverse slope on roadbed 2% is provided with on the surface of surface layer, in addition, the cross section of surface layer is provided with road camber, is beneficial to surface drainage.The combination and levelling setting course of being convenient to surface layer and basic unit is provided with between basic unit and surface layer, setting course adopts the white mortar of 1:3 to lay, its thickness is 3 ~ 5 centimetres, and described curb is vertical curb, and vertical curb is fixed on curb basis, adopt No. 100 pointings with cement mortar, and adopting lime rammed earth in the behind of vertical curb, the width of vertical curb is 50 centimetres, and thickness is 15 centimetres, the height exceeding garden supercrust is 6 ~ 10 centimetres, and compactness is more than 90%.
The laying construction technique that the garden road of laying said structure adopts comprises the following steps:
(1) according to the construction coordinate grid that design drawing is painted, all coordinate point are surveyed and is set on place and fixed point of driving piles, then be as the criterion with coordinate stake point, release the zero point line between the sideline in place, the scope line of main ground installation and excavation zone, embankment district according to drawing.Put a Center stake for every 20 ~ 50 centimetres on the ground, the curve of bend respectively should be put a Center stake, and write pile No. exactly on each Center stake, then be as the criterion with Center stake, according to the stake of width of roadway deckle at bent head, the bent tail of Qu Zhonghe.
(2) carry out excavation construction, backfilled roadbed supported, after soil excavation completes, carry out substrate cleaning, then carry out the backfill tabia of roadbed, fill out order should first dark after shallow, first layering tamp depths, after fill out shallow place, often fill out one deck and just tamp one deck, until the absolute altitude place of design.
(3) scum silica frost, garbage-cleaning is carried out after roadbed being flattened roughly, filling out to dig and rolling of curb basis is carried out in the both sides of roadbed, then check the thickness of roadbed, transverse slope and ground flat degree, transverse slope is 2%, and ground flat degree change is limited within 5 centimetres.
(4) roadbed after leveling paves, and (rubble intensity is not less than 8 grades for the rubble of 6 ~ 8 cm thicks, the building stones that soft or hard is different can not be mixed) as bed course, after adopting steamroller leveling, coarse sand is evenly sprinkling upon on rubble, broom enters in rubble seam, sprinkle water moistening after to adopt steamroller stable and without obvious wheelmark to surfacing.Then bed course checked and process: absolute altitude, thickness, surface finish comprehensively that check basic unit, correcting process is carried out for defective position.
(5) to fix a point on the bed course completed unwrapping wire, according to design elevation, central pile and skirt piles are put in sideline, check sideline and design elevation errorless after bed course is sprinkled water moistening after build the cement concrete base layer of C15 ~ 20 of 10 centimetres again above, the surface of basic unit is provided with transverse drainage slope, and the gradient is arranged by 1%.The absolute altitude of comprehensive inspection substrate concrete, thickness, concrete strength, the transverse drainage gradient and surface finish, carry out finishing process to defective position.
(6), after base layer construction completes, plastic foil is adopted to cover the maintenance of 7 ~ 10 days enterprising behavior phases of basic unit.
(7) after grassroots conservation terminates, adopt the lime mortar of 1:3 to lay setting course, the composite mortar of No. 25 cement, lime and sand mixing also can be adopted to lay, and mortar paving width is not less than 5 ~ 10 cm in face of mating formation, and the mortar mixed should be finished day.
(8) when the initial set moisture of layer to be combined is received dry, by design drawing carry out surface layer figure field lofting, plane line, lay and put and flatten, should handle with care during the chain brick of colour concrete of mating formation, beat with rubber hammer stable, and the corner of brick must not be damaged, complete check along the line planeness after brick, when finding that brick has a mobile phenomenon, should repair immediately, the cement of 1:10 is finally mixed with dry sand, brickwork joint evenly pours into full by mix, and in the watering of brick face, makes sand-lime compound sink to tamping.
(9), after facing surface is clean clean, both sides curb of mating formation, most bonnet curing film carries out maintenance 7 days.
It should be noted that above-described embodiment, be not used for limiting protection scope of the present invention, equivalents done on the basis of technique scheme or the alternative scope all falling into the claims in the present invention and protect.
Claims (8)
1. a garden line structure, it is characterized in that: comprise roadbed, bed course, basic unit, surface layer and curb, described roadbed is positioned at the bottom on garden road, adopt the compacting of tabia base, and on roadbed, be provided with the transverse slope of 2% ~ 3%, the both sides of described roadbed are provided with curb basis, described bed course is the deck be together arranged between roadbed and basic unit, described basic unit is positioned on bed course, basic unit adopts water permeability pellet to carry out the thickness being filled to 6 ~ 15 centimetres, described surface layer is arranged on the superiors on garden road, surface layer is the deck directly contacted with wheel or people's pin and air, its surface is provided with transverse drainage slope, and its cross section is provided with road camber, described curb is arranged on curb basis.
2. a kind of garden as claimed in claim 1 line structure, is characterized in that, between described basic unit and surface layer, be also provided with setting course, described setting course to be thickness the be coarse sand of 30 ~ 50 centimetres or cement mortar or lime mortar.
3. a kind of garden as claimed in claim 1 or 2 line structure, is characterized in that, described surface layer adopts the chain brick of color impression concrete or concrete road pavement brick or colour concrete to lay and forms.
4. a kind of garden as claimed in claim 1 line structure, is characterized in that, described bed course adopts water stability and the good loose pellet of thermal insulation performance to build and forms, and described loose pellet comprises the water permeability pellet of sand, gravel, slag composition.
5. a kind of garden as claimed in claim 4 line structure, is characterized in that, described bed course employing particle diameter is filled at the rubble of 3 ~ 5 centimetres, and the rubble gap coarse sand cementation of fissures, thickness is 10 ~ 16 centimetres.
6. a kind of garden as claimed in claim 1 or 2 line structure, is characterized in that, described basic unit adopts cement concrete, gravel, slabstone, block stone, roundstone or industrial residue to build and forms.
7. a kind of garden as claimed in claim 1 line structure, is characterized in that, described curb is level line tooth or vertical curb.
8. to mat formation the pavement construction technique on garden as claimed in claim 1 road, it is characterized in that, comprise the following steps:
(1) carry out place laying-down according to design drawing, and in position place Center stake and skirt piles;
(2) carry out excavation construction, backfilled roadbed supported, the landfill order of roadbed should first dark after shallow, first layering tamp depths, after fill out shallow place, often fill out one deck and just tamp one deck, until the absolute altitude place of design;
(3) carry out scum silica frost, garbage-cleaning after flattening roughly roadbed, carry out filling out to dig and rolling of curb basis in the both sides of roadbed, the ground flat degree change of roadbed is limited within 5 centimetres;
(4) roadbed after leveling carries out setting cushion construction, sequence of construction is followed successively by the rubble that paves, road roller come and go roll, spread inserts fill rubble seam, sweep even inserts after to sprinkle water compacting, then carry out checking and processing;
(5) to fix a point on the bed course completed unwrapping wire, according to design elevation, central pile and skirt piles are put in sideline, checking sideline and the errorless rear employing cement concrete of design elevation, gravel, slabstone, block stone, roundstone or industrial residue carry out laying basic unit, period, make the transverse drainage slope on road surface according to designing requirement;
(6), after base layer construction completes, plastic foil is adopted to cover the maintenance of 7 ~ 10 days enterprising behavior phases of basic unit;
(7), after grassroots conservation terminates, coarse sand or cement mortar or lime mortar is adopted to lay setting course;
(8) when the initial set moisture of layer to be combined is received dry, by design drawing carry out surface layer figure field lofting, plane line, lay and put and flatten;
(9) cleaned totally by facing surface, both sides curb of mating formation, finally carries out maintaining.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201510345641.5A CN105040554A (en) | 2015-06-23 | 2015-06-23 | Garden path structure and paving construction technology thereof |
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| CN201510345641.5A CN105040554A (en) | 2015-06-23 | 2015-06-23 | Garden path structure and paving construction technology thereof |
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| CN105040554A true CN105040554A (en) | 2015-11-11 |
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| CN201510345641.5A Pending CN105040554A (en) | 2015-06-23 | 2015-06-23 | Garden path structure and paving construction technology thereof |
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Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105155387A (en) * | 2015-06-23 | 2015-12-16 | 滁州市瑞景园林建设有限公司 | Garden road structure |
| CN105463967A (en) * | 2015-11-19 | 2016-04-06 | 中建七局第二建筑有限公司 | Water-permeable wear-resistant garden path and construction method thereof |
| CN106400653A (en) * | 2016-10-31 | 2017-02-15 | 安徽汇顿电子科技有限公司 | Paving method for landscape garden road |
| CN106545077A (en) * | 2017-01-11 | 2017-03-29 | 金陵科技学院 | A kind of garden way tooth drainage system and its construction technology |
| CN108867242A (en) * | 2018-08-02 | 2018-11-23 | 南京吉欧地下空间科技有限公司 | A kind of urban road draining brick and water discharge method |
| CN109594442A (en) * | 2018-12-14 | 2019-04-09 | 北京绿视点园林景观工程有限公司 | Garden path construction technology |
| CN109629364A (en) * | 2018-12-28 | 2019-04-16 | 北京城市之光生态环境有限公司 | A kind of anti-accumulation of salt in the surface soil method in garden paving road surface |
| CN109695191A (en) * | 2019-01-18 | 2019-04-30 | 广州城建职业学院 | Gardens anti-climbing curb construction structure and its construction method |
| CN110700037A (en) * | 2019-10-16 | 2020-01-17 | 武汉市园林建筑规划设计研究院有限公司 | Ecological pavement and construction method thereof |
| CN114525713A (en) * | 2021-12-09 | 2022-05-24 | 上海现代建筑装饰环境设计研究院有限公司 | Construction method for building forest protection sidewalk with little environmental impact |
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Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105155387A (en) * | 2015-06-23 | 2015-12-16 | 滁州市瑞景园林建设有限公司 | Garden road structure |
| CN105463967A (en) * | 2015-11-19 | 2016-04-06 | 中建七局第二建筑有限公司 | Water-permeable wear-resistant garden path and construction method thereof |
| CN106400653A (en) * | 2016-10-31 | 2017-02-15 | 安徽汇顿电子科技有限公司 | Paving method for landscape garden road |
| CN106545077A (en) * | 2017-01-11 | 2017-03-29 | 金陵科技学院 | A kind of garden way tooth drainage system and its construction technology |
| CN108867242A (en) * | 2018-08-02 | 2018-11-23 | 南京吉欧地下空间科技有限公司 | A kind of urban road draining brick and water discharge method |
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| CN109594442B (en) * | 2018-12-14 | 2020-12-11 | 北京绿视点园林景观工程有限公司 | Garden road construction process |
| CN109629364A (en) * | 2018-12-28 | 2019-04-16 | 北京城市之光生态环境有限公司 | A kind of anti-accumulation of salt in the surface soil method in garden paving road surface |
| CN109695191A (en) * | 2019-01-18 | 2019-04-30 | 广州城建职业学院 | Gardens anti-climbing curb construction structure and its construction method |
| CN109695191B (en) * | 2019-01-18 | 2024-03-19 | 广州城建职业学院 | Anti-climbing curb construction structure for gardens and construction method thereof |
| CN110700037A (en) * | 2019-10-16 | 2020-01-17 | 武汉市园林建筑规划设计研究院有限公司 | Ecological pavement and construction method thereof |
| CN114525713A (en) * | 2021-12-09 | 2022-05-24 | 上海现代建筑装饰环境设计研究院有限公司 | Construction method for building forest protection sidewalk with little environmental impact |
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