CN105155387A - Garden road structure - Google Patents
Garden road structure Download PDFInfo
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- CN105155387A CN105155387A CN201510344916.3A CN201510344916A CN105155387A CN 105155387 A CN105155387 A CN 105155387A CN 201510344916 A CN201510344916 A CN 201510344916A CN 105155387 A CN105155387 A CN 105155387A
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- roadbed
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- garden
- basic unit
- curb
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Abstract
The invention relates to a garden road structure. The garden road structure comprises a roadbed, an under layer, a basic layer, a face layer and kerbs. The roadbed is located on the lowest layer of a garden road and is made of a concrete base in a punned manner, and the 2% to 3% transverse slope is arranged on the roadbed. Kerb foundations are arranged on the two sides of the roadbed. The under layer is a structural layer arranged between the roadbed and the basic layer. The basic layer is located on the under layer and filled with water permeability aggregates till the thickness reaches 6 cm to 15 cm. The face layer is arranged on the uppermost layer of the garden road and is a structural layer in direct contact with wheels or feet of persons and atmosphere. A transverse draining slope is arranged on the surface of the face layer. A road camber is arranged on the cross section of the face layer. The surface of the face layer should have good flatness, good roughness and good water permeability. The kerbs are arranged on the kerb foundations. The garden road of the structure has higher strength and higher rigidity, the water permeability is good, the construction cost is low, and the user complaints are reduced.
Description
Technical field
The present invention relates to landscape hardwork technical field of construction, particularly relate to a kind of road structure of gardens.
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 path 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 path 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 path structure, 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 path 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 path 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.
Relative to prior art, garden path 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, reduce 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 path 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 path 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 (7)
1. a garden path 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 path structure as claimed in claim 1, 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 path structure as claimed in claim 1 or 2, 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 path structure as claimed in claim 1, 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 path structure as claimed in claim 4, 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 path structure as claimed in claim 1 or 2, 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 path structure as claimed in claim 1, is characterized in that, described curb is level line tooth or vertical curb.
Priority Applications (1)
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CN201510344916.3A CN105155387A (en) | 2015-06-23 | 2015-06-23 | Garden road structure |
Applications Claiming Priority (1)
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CN201510344916.3A CN105155387A (en) | 2015-06-23 | 2015-06-23 | Garden road structure |
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CN105155387A true CN105155387A (en) | 2015-12-16 |
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CN201510344916.3A Pending CN105155387A (en) | 2015-06-23 | 2015-06-23 | Garden road structure |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105625128A (en) * | 2016-02-22 | 2016-06-01 | 成都聚智工业设计有限公司 | Construction waste road cushion |
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 |
CN111630972A (en) * | 2020-05-27 | 2020-09-08 | 深圳市日昇生态科技股份有限公司 | Water and soil greening restoration treatment method for mining area |
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JPH01260101A (en) * | 1988-04-12 | 1989-10-17 | Nippon Hodo Co Ltd | Water-permeable false gravel road pavement |
KR101063253B1 (en) * | 2010-11-09 | 2011-09-07 | 이대경 | Pavement for bicycle road and pedestian walkway construction method thereof |
CN102477712A (en) * | 2010-11-23 | 2012-05-30 | 上海德滨环保科技有限公司 | Method for paving large-size permeable pavement bricks |
CN103669150A (en) * | 2012-09-18 | 2014-03-26 | 天津绿苑园林绿化工程有限公司 | Garden path structure |
CN103938524A (en) * | 2014-04-30 | 2014-07-23 | 肖桂芬 | Assembled dedicated pedestrian street, pavement method of pedestrian street and design method of pedestrian street |
CN204125814U (en) * | 2014-10-13 | 2015-01-28 | 李春燕 | A kind of garden path structure |
CN105040554A (en) * | 2015-06-23 | 2015-11-11 | 滁州市瑞景园林建设有限公司 | Garden path structure and paving construction technology thereof |
-
2015
- 2015-06-23 CN CN201510344916.3A patent/CN105155387A/en active Pending
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH01260101A (en) * | 1988-04-12 | 1989-10-17 | Nippon Hodo Co Ltd | Water-permeable false gravel road pavement |
KR101063253B1 (en) * | 2010-11-09 | 2011-09-07 | 이대경 | Pavement for bicycle road and pedestian walkway construction method thereof |
CN102477712A (en) * | 2010-11-23 | 2012-05-30 | 上海德滨环保科技有限公司 | Method for paving large-size permeable pavement bricks |
CN103669150A (en) * | 2012-09-18 | 2014-03-26 | 天津绿苑园林绿化工程有限公司 | Garden path structure |
CN103938524A (en) * | 2014-04-30 | 2014-07-23 | 肖桂芬 | Assembled dedicated pedestrian street, pavement method of pedestrian street and design method of pedestrian street |
CN204125814U (en) * | 2014-10-13 | 2015-01-28 | 李春燕 | A kind of garden path structure |
CN105040554A (en) * | 2015-06-23 | 2015-11-11 | 滁州市瑞景园林建设有限公司 | Garden path structure and paving construction technology thereof |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105625128A (en) * | 2016-02-22 | 2016-06-01 | 成都聚智工业设计有限公司 | Construction waste road cushion |
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 |
CN111630972A (en) * | 2020-05-27 | 2020-09-08 | 深圳市日昇生态科技股份有限公司 | Water and soil greening restoration treatment method for mining area |
CN111630972B (en) * | 2020-05-27 | 2022-06-28 | 深圳市日昇生态科技股份有限公司 | Water and soil greening restoration and treatment method for mining area |
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Application publication date: 20151216 |
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