CN109235181A - A kind of curb structure that high-strength corrosion-resisting easily seeps water - Google Patents
A kind of curb structure that high-strength corrosion-resisting easily seeps water Download PDFInfo
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- CN109235181A CN109235181A CN201811076546.XA CN201811076546A CN109235181A CN 109235181 A CN109235181 A CN 109235181A CN 201811076546 A CN201811076546 A CN 201811076546A CN 109235181 A CN109235181 A CN 109235181A
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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
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/00241—Physical properties of the materials not provided for elsewhere in C04B2111/00
- C04B2111/00284—Materials permeable to liquids
-
- 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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- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Structural Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Materials Engineering (AREA)
- Organic Chemistry (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
The invention discloses a kind of curb structures that high-strength corrosion-resisting easily seeps water, it is related to technical field of building construction, including kerbstone ontology, the kerbstone ontology is multi-layer compound structure, including the upper, middle and lower, the upper, middle and lower are fixedly connected between any two, and the middle layer includes the first pervious bed and the second pervious bed, and first pervious bed is located at the upside of the second pervious bed.The curb structure that the high-strength corrosion-resisting easily seeps water, the inclined curved of one side of the kerbstone ontology close to roadside, diversion effect is good, and several infiltration through-holes are offered in the curved inclined surface of kerbstone ontology side by side, and pass through the first thin guide hole connection of several horizontal arrangements between the middle part of every two infiltration through-hole, it is allowed to not only have the function of diversion, and to be connected structure between infiltration through-hole, intercommunication seepage of water is good, can be good at, which will seep exit guide, is discharged into the alternate catch-basin in roadside, to which road surface inside configuration water, novel in structural design thoroughly be discharged.
Description
Technical field
The present invention relates to technical field of building construction more particularly to a kind of kerbstone knots that high-strength corrosion-resisting easily seeps water
Structure.
Background technique
Construction is the production process of a technology complexity, and construction worker is needed to play intelligence and wisdom, is created
Property application material, mechanics, structure, fourth skill scheduling theory solve the technical problem that continuously emerges in construction, it is ensured that construction quality and
Construction safety.This work progress is that multiplexing kind worker operation is carried out on limited time and certain space.On hundred
The supply of thousand kinds of materials, the operation of various mechanical equipments, it is therefore necessary to have science, advanced organization and administration measure and use
Advanced construction technology can satisfactorily complete this production process, this process is the process with larger economy again.
A large amount of human and material resources and financial resources will be consumed in construction.Therefore it is required that consider its economic benefit everywhere in the construction process,
It takes measures to reduce cost.In work progress focus concerned by people be always construction quality, safety (including environmental protection) into
Degree and cost.
Kerbstone is the markstone being located between road surface and other structures.Between the dividing strip and road surface of urban road,
It generally all needs to set kerbstone between pavement and road surface, in the central strip belt edge, runway right side edge or road shoulder of highway
Outer ledge need to often set kerbstone.
Existing kerbstone is usually there are two types of form, and one kind is that normal concrete is prefabricated, and one kind is processing of stone, they are
Impermeable material.The generally thin real concrete in basis under kerbstone, is also impermeable material.Due to subcrust be thickness compared with
Big lay a good foundation layer, be impermeable stratum, kerbstone and infrastructure are waterproof in addition, cause supercrust internal water can not under
It seeps or by kerbstone and its basis discharge.The water at road surface structare layer and surface layer and base interface cannot smooth discharge road surface knot
Structure is one of the inducement that road surface generates Random early Detection.Therefore, existing kerbstone has following defects that structure is simple, intensity
Difference, poor corrosion resistance, permeability performance are poor.
Therefore, it is urgent to provide the curbs that a kind of integral strength, high-strength corrosion-resisting corrosion-resistant, that permeability performance is good easily seep water
Stone structure.
Summary of the invention
(1) technical problems to be solved
In order to solve the above problem of the prior art, the present invention provides a kind of kerbstone knot that high-strength corrosion-resisting easily seeps water
Structure.
(2) technical solution
In order to achieve the above object, the main technical schemes that the present invention uses include:
The present invention provides a kind of curb structure that high-strength corrosion-resisting easily seeps water, including kerbstone ontology, kerbstone sheet
Body is multi-layer compound structure, including the upper, middle and lower, and the upper, middle and lower are fixedly connected between any two；
Middle layer includes the first pervious bed and the second pervious bed, and the first pervious bed is located at the upside of the second pervious bed, and first thoroughly
It is fixedly connected between water layer and the second pervious bed；
The inclined curved of one side of the kerbstone ontology close to roadside, and in the curved inclined surface of kerbstone ontology and arrange
Equipped with several infiltration through-holes, on one side of the kerbstone ontology close to roadside, the center point of each infiltration through-hole is with first
The junction line of demarcation of pervious bed and the second pervious bed coincides, and if passing through solid carbon dioxide between the middle part of every two infiltration through-hole
The thin guide hole connection of the first of flat raft cloth, the circular array arrangement on the inner wall of infiltration through-hole of the first thin guide hole；
One side of the through-hole from kerbstone ontology close to roadside that seep water is through to the another side of kerbstone ontology, and infiltration is logical
Hole is oblique in kerbstone ontology, and tilt angle is-degree；
Upper layer is corrosion resistant lithosphere, and lower layer is porous concrete layer, and the pore diameter of the porous concrete layer is 1-3mm,
First pervious bed is mortar bed, and the second pervious bed is jointing screed, erects straight arranged second equipped with several and carefully leads in middle layer
Hole, and the second thin guide hole runs through the first pervious bed and the second pervious bed vertically from top to bottom；
The mortar bed in middle layer uses M2.5 mortar, and every cubic metre of total amount proportion is cement: sand: water=165-195:
1450-1750:140-170；
The jointing screed in middle layer uses M10 mortar, and every cubic metre of total amount proportion is cement: sand: water=244-274:
1450-1750:260-290；
The celluar concrete layer material of lower layer includes coarse sand, peastone, cement, cinder, steel slag and water, and every cubic metre of total amount is matched
Than for coarse sand: peastone: cement: cinder: steel slag: water=1500-1800:1800-2100:460-490:362-392:897-927:
220-250。
According to the present invention, the corrosion resistant lithosphere on upper layer can be billy or basaltic layer, so that surface layer has relatively by force
Structural strength, anticorrosion effect is good, and impermeability can flow backward to avoid rainwater on road surface to pavement structure.
According to the present invention, it is packed with stainless steel filter screen cover on two ports of each infiltration through-hole, there is filtering to make
With, avoid infiltration through-hole in block.
According to the present invention, the mortar bed in middle layer uses M2.5 mortar, and every cubic metre of total amount proportion is cement: sand: water=
165:1450:140, the jointing screed in middle layer use M10 mortar, and every cubic metre of total amount proportion is cement: sand: water=244:
1450:260, the celluar concrete layer material of lower layer include coarse sand, peastone, cement, cinder, steel slag and water, every cubic metre of total amount
Proportion is coarse sand: peastone: cement: cinder: steel slag: water=1500:1800:460:362:897:220.
According to the present invention, the mortar bed in middle layer uses M2.5 mortar, and every cubic metre of total amount proportion is cement: sand: water=
175:1550:150, the jointing screed in middle layer use M10 mortar, and every cubic metre of total amount proportion is cement: sand: water=254:
1550:270, the celluar concrete layer material of lower layer include coarse sand, peastone, cement, cinder, steel slag and water, every cubic metre of total amount
Proportion is coarse sand: peastone: cement: cinder: steel slag: water=1600:1900:470:372:907:230.
According to the present invention, the mortar bed in middle layer uses M2.5 mortar, and every cubic metre of total amount proportion is cement: sand: water=
185:1650:160, the jointing screed in middle layer use M10 mortar, and every cubic metre of total amount proportion is cement: sand: water=264:
1650:280, the celluar concrete layer material of lower layer include coarse sand, peastone, cement, cinder, steel slag and water, every cubic metre of total amount
Proportion is coarse sand: peastone: cement: cinder: steel slag: water=1700:2000:480:382:917:240.
According to the present invention, the mortar bed in middle layer uses M2.5 mortar, and every cubic metre of total amount proportion is cement: sand: water=
195:1750:170, the jointing screed in middle layer use M10 mortar, and every cubic metre of total amount proportion is cement: sand: water=274:
1750:290, the celluar concrete layer material of lower layer include coarse sand, peastone, cement, cinder, steel slag and water, every cubic metre of total amount
Proportion is coarse sand: peastone: cement: cinder: steel slag: water=1800:2100:490:392:927:250.
(3) beneficial effect
The beneficial effects of the present invention are:
1, the present invention is multi-layer compound structure, including the upper, middle and lower, upper layer can be billy or basalt
Layer, so that surface layer has stronger structural strength, anticorrosion effect is good, and impermeability can flow backward to avoid rainwater on road surface to road
In the structure of face, on the one hand, middle layer includes the first pervious bed and the second pervious bed, and the first pervious bed is mortar bed, and second is permeable
Layer is jointing screed, and anticorrosion effect is good, and the second pervious bed is jointing screed, erects straight arranged the equipped with several in middle layer
Two thin guide holes, and the second thin guide hole runs through the first pervious bed and the second pervious bed vertically from top to bottom, forms highly permeable layer, it can be with
The fabulous water made in pavement structure obtains smooth outlet by the pervious bed.
2, one side inclined curved of the kerbstone ontology of the present invention close to roadside, diversion effect is good, and kerbstone sheet
Several infiltration through-holes are offered in the curved inclined surface of body side by side, and pass through several levels between the middle part of every two infiltration through-hole
The thin guide hole connection of the first of arrangement, is allowed to not only have the function of diversion, but also is the structure that is connected between the through-hole that seeps water, and intercommunication is seeped
Aqueous good, can be good at, which will seep exit guide, is discharged into the alternate catch-basin in roadside, so that road surface inside configuration water is thoroughly discharged,
Secondly, the pore diameter of the porous concrete layer is 1-3mm, and infiltration effect is good, corrosion resistant in addition, lower layer is porous concrete layer
Erosion effect is good, and novel in structural design is rationally distributed, solves existing kerbstone, intensity difference, poor corrosion resistance, seepage of water
The problem of energy difference.
3, one side of the present invention infiltration through-hole from kerbstone ontology close to roadside is through to the other side of kerbstone ontology
Face, the through-hole that seeps water is oblique in kerbstone ontology, and tilt angle is 30-45 degree, the row of mutual cooperation between each through-hole that seeps water
Water effect is fabulous.
4, the mortar bed in middle layer of the present invention uses M2.5 mortar, and every cubic metre of total amount proportion is cement: sand: water=165-
195:1450-1750:140-170；The jointing screed in middle layer uses M10 mortar, and every cubic metre of total amount proportion is cement: sand:
Water=244-274:1450-1750:260-290；The celluar concrete layer material of lower layer include coarse sand, peastone, cement, cinder,
Steel slag and water, every cubic metre of total amount proportion is coarse sand: peastone: cement: cinder: steel slag: water=1500-1800:1800-2100:
460-490:362-392:897-927:220-250, intensity is high, and anticorrosion effect is good, and infiltration effect is good.
Detailed description of the invention
Fig. 1 is the structural schematic diagram for the curb structure kerbstone that high-strength corrosion-resisting of the present invention easily seeps water；
Fig. 2 is that the structure after the curb structure installation stainless steel filter screen cover that high-strength corrosion-resisting of the present invention easily seeps water is shown
It is intended to；
Fig. 3 is the cross section structure schematic diagram for the curb structure that high-strength corrosion-resisting of the present invention easily seeps water；
Fig. 4 is the structural schematic diagram for the curb structure stainless steel filter screen cover that high-strength corrosion-resisting of the present invention easily seeps water；
Fig. 5 be the thin guide hole of curb structure first that easily seeps water of high-strength corrosion-resisting of the present invention in middle level in distribution structure
Schematic diagram
Fig. 6 be the thin guide hole of curb structure second that easily seeps water of high-strength corrosion-resisting of the present invention in middle level in distribution structure
Schematic diagram
Fig. 7 is that the curb structure that high-strength corrosion-resisting of the present invention easily seeps water seeps water through-hole in the intrinsic structure of kerbstone
Schematic diagram.
[description of symbols]
1: kerbstone ontology；
11: upper layer；
12: middle layer；
121: the first pervious beds；
122: the second pervious beds；
13: lower layer；
14: infiltration through-hole；
15: the first thin guide holes；
16: the second thin guide holes；
17: stainless steel filter screen cover.
Specific embodiment
In order to preferably explain the present invention, in order to understand, with reference to the accompanying drawing, by specific embodiment, to this hair
It is bright to be described in detail.
The present invention provides a kind of curb structure that high-strength corrosion-resisting easily seeps water, including kerbstone ontology 1, kerbstone sheet
Body 1 is multi-layer compound structure, including upper layer 11, middle layer 12 and lower layer 13, and upper layer 11, middle layer 12 and lower layer 13 are fixed between any two
Connection；
Middle layer 12 includes the first pervious bed 121 and the second pervious bed 122, and the first pervious bed 121 is located at the second pervious bed 122
Upside, be fixedly connected between the first pervious bed 121 and the second pervious bed 122, the first pervious bed 121 and the second pervious bed 122
Highly permeable layer is formed, the water made in pavement structure that can be fabulous obtains smooth outlet by the pervious bed；
The inclined curved of one side of the kerbstone ontology 1 close to roadside, and in the curved inclined surface of kerbstone ontology 1 side by side
Several infiltration through-holes 14 are offered, on one side of the kerbstone ontology 1 close to roadside, the center point of each infiltration through-hole 14 is equal
Coincide with the junction line of demarcation of the first pervious bed 121 and the second pervious bed 122, and every two infiltration through-hole 14 middle part it
Between be connected to by the first thin guide hole 15 of several horizontal arrangements, the first thin guide hole 15 is parallel with road surface, the first thin guide hole 15
The circular array arrangement on the inner wall of infiltration through-hole 14；
One side of the through-hole 14 from kerbstone ontology 1 close to roadside that seep water is through to the another side of kerbstone ontology 1, seeps
Water through-hole 14 is oblique in kerbstone ontology 1, and tilt angle is 30-45 degree, and drainage effect is good；
Upper layer 11 is corrosion resistant lithosphere, and lower layer 13 is porous concrete layer, and the pore diameter of the porous concrete layer is 1-
3mm, the first pervious bed 121 are mortar bed, and the second pervious bed 122 is jointing screed, are equipped with several vertical rows in middle layer 12
The thin guide hole 16 of the second of cloth, the second thin guide hole 16 and road surface are perpendicular, and the second thin guide hole 16 is vertical through first from top to bottom
Pervious bed 121 and the second pervious bed 122 form highly permeable layer, and the water made in pavement structure that can be fabulous passes through the pervious bed
Obtain smooth outlet；
The mortar bed in middle layer 12 uses M2.5 mortar, and every cubic metre of total amount proportion is cement: sand: water=165-195:
1450-1750:140-170；
The jointing screed in middle layer 12 uses M10 mortar, and every cubic metre of total amount proportion is cement: sand: water=244-274:
1450-1750:260-290；
The celluar concrete layer material of lower layer 13 includes coarse sand, peastone, cement, cinder, steel slag and water, every cubic metre of total amount
Proportion is coarse sand: peastone: cement: cinder: steel slag: water=1500-1800:1800-2100:460-490:362-392:897-
927:220-250, intensity is high, and anticorrosion effect is good, and infiltration effect is good.
Specifically, the corrosion resistant lithosphere on upper layer 11 can be billy or basaltic layer, so that surface layer is with stronger
Structural strength, anticorrosion effect is good, and impermeability can flow backward to avoid rainwater on road surface to pavement structure.
Further, it is packed with stainless steel filter screen cover 17 on two ports of each infiltration through-hole 14, there is filtering
Effect avoids blocking in infiltration through-hole 14.
Specifically, the mortar bed in middle layer 12 uses M2.5 mortar, every cubic metre of total amount proportion is cement: sand: water=
165:1450:140, the jointing screed in middle layer 12 use M10 mortar, and every cubic metre of total amount proportion is cement: sand: water=244:
1450:260, the celluar concrete layer material of lower layer 13 include coarse sand, peastone, cement, cinder, steel slag and water, and every cubic metre total
Amount proportion is coarse sand: peastone: cement: cinder: steel slag: water=1500:1800:460:362:897:220, and intensity is high, corrosion-resistant
Effect is good, and infiltration effect is good.
Specifically, the mortar bed in middle layer 12 uses M2.5 mortar, every cubic metre of total amount proportion is cement: sand: water=
175:1550:150, the jointing screed in middle layer 12 use M10 mortar, and every cubic metre of total amount proportion is cement: sand: water=254:
1550:270, the celluar concrete layer material of lower layer 13 include coarse sand, peastone, cement, cinder, steel slag and water, and every cubic metre total
Amount proportion is coarse sand: peastone: cement: cinder: steel slag: water=1600:1900:470:372:907:230, and intensity is high, corrosion-resistant
Effect is good, and infiltration effect is good.
Specifically, the mortar bed in middle layer 12 uses M2.5 mortar, every cubic metre of total amount proportion is cement: sand: water=
185:1650:160, the jointing screed in middle layer 12 use M10 mortar, and every cubic metre of total amount proportion is cement: sand: water=264:
1650:280, the celluar concrete layer material of lower layer 13 include coarse sand, peastone, cement, cinder, steel slag and water, and every cubic metre total
Amount proportion is coarse sand: peastone: cement: cinder: steel slag: water=1700:2000:480:382:917:240, and intensity is high, corrosion-resistant
Effect is good, and infiltration effect is good.
Specifically, the mortar bed in middle layer 12 uses M2.5 mortar, every cubic metre of total amount proportion is cement: sand: water=
195:1750:170, the jointing screed in middle layer 12 use M10 mortar, and every cubic metre of total amount proportion is cement: sand: water=274:
1750:290, the celluar concrete layer material of lower layer 13 include coarse sand, peastone, cement, cinder, steel slag and water, and every cubic metre total
Amount proportion is coarse sand: peastone: cement: cinder: steel slag: water=1800:2100:490:392:927:250, and intensity is high, corrosion-resistant
Effect is good, and infiltration effect is good.
It is multi-layer compound structure in conclusion the curb structure that the high-strength corrosion-resisting easily seeps water, including upper layer 11,
Middle layer 12 and lower layer 13, upper layer 11 can be billy or basaltic layer, so that surface layer has stronger structural strength, corrosion resistant
Erosion effect is good, and impermeability can flow backward to avoid rainwater on road surface to pavement structure；
On the one hand, middle layer 12 includes the first pervious bed 121 and the second pervious bed 122, and the first pervious bed 121 is mortar pad
Layer, the second pervious bed 122 are jointing screed, and anticorrosion effect is good, and the second pervious bed 122 is jointing screed, in middle layer 12
The straight arranged second thin guide hole 16 is erected equipped with several, and the second thin guide hole 16 runs through 121 He of the first pervious bed vertically from top to bottom
Second pervious bed 122 forms highly permeable layer, and the water made in pavement structure that can be fabulous is obtained outside smooth by the pervious bed
Row；
On the other hand, the inclined curved of one side of the kerbstone ontology 1 close to roadside, diversion effect is good, and kerbstone
Several infiltration through-holes 14 are offered in the curved inclined surface of ontology 1 side by side, and are passed through between the middle part of every two infiltration through-hole 14
The thin guide hole connection 15 of the first of several horizontal arrangements, is allowed to not only have the function of diversion, but also is connected between the through-hole 14 that seeps water
Logical structure, intercommunication seepage of water is good, and can be good at, which will seep exit guide, is discharged into the alternate catch-basin in roadside, thus thorough discharge path
Face inside configuration water；
Secondly, the pore diameter of the porous concrete layer is 1-3mm, and seep water effect in addition, lower layer is porous concrete layer
Good, anticorrosion effect is good, novel in structural design, rationally distributed, solves existing kerbstone, intensity difference, poor corrosion resistance,
The problem of permeability performance difference.
In addition, being packed with stainless steel filter screen cover 17 on two ports of each infiltration through-hole 14, there is filtration,
It avoids blocking in infiltration through-hole 14.
It is to be appreciated that describing the skill simply to illustrate that of the invention to what specific embodiments of the present invention carried out above
Art route and feature, its object is to allow those skilled in the art to can understand the content of the present invention and implement it accordingly, but
The present invention is not limited to above-mentioned particular implementations.All various changes made within the scope of the claims are repaired
Decorations, should be covered by the scope of protection of the present invention.
Claims (7)
1. a kind of curb structure that high-strength corrosion-resisting easily seeps water, including kerbstone ontology (1), it is characterised in that: the road
Kerb ontology (1) is multi-layer compound structure, including upper layer (11), middle layer (12) and lower layer (13), the upper layer (11), middle layer
(12) it is fixedly connected between any two with lower layer (13)；
The middle layer (12) includes the first pervious bed (121) and the second pervious bed (122), and first pervious bed (121) is located at
The upside of second pervious bed (122) is fixedly connected between first pervious bed (121) and the second pervious bed (122)；
The inclined curved of one side in the close roadside of the kerbstone ontology (1), and the inclination of the kerbstone ontology (1) is bent
Several infiltration through-holes (14) are offered on face side by side, on one side of the kerbstone ontology (1) close to roadside, each infiltration
Junction line of demarcation of the center point of through-hole (14) with the first pervious bed (121) and the second pervious bed (122) coincides, and every
The first thin guide hole (15) between the middle part of two infiltrations through-hole (14) by several horizontal arrangements is connected to, and described first
The circular array arrangement on the inner wall of infiltration through-hole (14) of thin guide hole (15)；
One side of infiltration through-hole (14) from kerbstone ontology (1) close to roadside is through to the another of kerbstone ontology (1)
Side, the infiltration through-hole (14) is oblique in kerbstone ontology (1), and tilt angle is 30-45 degree；
The upper layer (11) is corrosion resistant lithosphere, and the lower layer (13) is porous concrete layer, the hole of the porous concrete layer
Diameter is 1-3mm, and first pervious bed (121) is mortar bed, and second pervious bed (122) is jointing screed, institute
It states in middle layer (12) and erects the straight arranged second thin guide hole (16) equipped with several, and the second thin guide hole (16) is vertical from top to bottom
Through the first pervious bed (121) and the second pervious bed (122)；
The mortar bed of the middle layer (12) uses M2.5 mortar, and every cubic metre of total amount proportion is cement: sand: water=165-195:
1450-1750:140-170；
The jointing screed of the middle layer (12) uses M10 mortar, and every cubic metre of total amount proportion is cement: sand: water=244-
274:1450-1750:260-290；
The celluar concrete layer material of the lower layer (13) includes coarse sand, peastone, cement, cinder, steel slag and water, and every cubic metre total
Amount proportion is coarse sand: peastone: cement: cinder: steel slag: water=1500-1800:1800-2100:460-490:362-392:897-
927:220-250。
2. the curb structure that a kind of high-strength corrosion-resisting according to claim 1 easily seeps water, it is characterised in that: on described
The corrosion resistant lithosphere of layer (11) can be billy or basaltic layer.
3. the curb structure that a kind of high-strength corrosion-resisting according to claim 1 easily seeps water, it is characterised in that: Mei Gesuo
It states and is packed with stainless steel filter screen cover (17) on two ports of infiltration through-hole (14).
4. the curb structure that a kind of high-strength corrosion-resisting according to claim 1 easily seeps water, it is characterised in that: in described
The mortar bed of layer (12) uses M2.5 mortar, and every cubic metre of total amount proportion is cement: sand: water=165:1450:140, described
The jointing screed in middle layer (12) uses M10 mortar, and every cubic metre of total amount proportion is cement: sand: water=244:1450:260, institute
The celluar concrete layer material for stating lower layer (13) includes coarse sand, peastone, cement, cinder, steel slag and water, every cubic metre of total amount proportion
For coarse sand: peastone: cement: cinder: steel slag: water=1500:1800:460:362:897:220.
5. the curb structure that a kind of high-strength corrosion-resisting according to claim 1 easily seeps water, it is characterised in that: in described
The mortar bed of layer (12) uses M2.5 mortar, and every cubic metre of total amount proportion is cement: sand: water=175:1550:150, described
The jointing screed in middle layer (12) uses M10 mortar, and every cubic metre of total amount proportion is cement: sand: water=254:1550:270, institute
The celluar concrete layer material for stating lower layer (13) includes coarse sand, peastone, cement, cinder, steel slag and water, every cubic metre of total amount proportion
For coarse sand: peastone: cement: cinder: steel slag: water=1600:1900:470:372:907:230.
6. the curb structure that a kind of high-strength corrosion-resisting according to claim 1 easily seeps water, it is characterised in that: in described
The mortar bed of layer (12) uses M2.5 mortar, and every cubic metre of total amount proportion is cement: sand: water=185:1650:160, described
The jointing screed in middle layer (12) uses M10 mortar, and every cubic metre of total amount proportion is cement: sand: water=264:1650:280, institute
The celluar concrete layer material for stating lower layer (13) includes coarse sand, peastone, cement, cinder, steel slag and water, every cubic metre of total amount proportion
For coarse sand: peastone: cement: cinder: steel slag: water=1700:2000:480:382:917:240.
7. the curb structure that a kind of high-strength corrosion-resisting according to claim 1 easily seeps water, it is characterised in that: in described
The mortar bed of layer (12) uses M2.5 mortar, and every cubic metre of total amount proportion is cement: sand: water=195:1750:170, described
The jointing screed in middle layer (12) uses M10 mortar, and every cubic metre of total amount proportion is cement: sand: water=274:1750:290, institute
The celluar concrete layer material for stating lower layer (13) includes coarse sand, peastone, cement, cinder, steel slag and water, every cubic metre of total amount proportion
For coarse sand: peastone: cement: cinder: steel slag: water=1800:2100:490:392:927:250.
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| CN109235181B CN109235181B (en) | 2020-10-16 |
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| CN204174499U (en) * | 2014-08-13 | 2015-02-25 | 扬州大学 | ECC shell and plant the combining structure road kerb of immature soil filler |
| CN204356615U (en) * | 2014-12-20 | 2015-05-27 | 深圳市科源建设集团有限公司 | Permeable pavement structure |
| CN204475216U (en) * | 2015-02-15 | 2015-07-15 | 王增丽 | Flexible pavement avris stone |
| CN206034223U (en) * | 2016-08-26 | 2017-03-22 | 厦门美益集团有限公司 | Drainage type brick that permeates water |
| CN206553868U (en) * | 2017-02-09 | 2017-10-13 | 大连力德生态科技有限公司 | A kind of permeable road kerb |
| CN207672361U (en) * | 2017-12-25 | 2018-07-31 | 西安圣雄环保工程有限公司 | Permeable concrete ground |
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|---|---|---|---|---|
| US20040028471A1 (en) * | 2000-07-28 | 2004-02-12 | Simon Smithdale | Synthetic kerbs and method of use |
| CN101215126A (en) * | 2007-01-05 | 2008-07-09 | 上海宝钢冶金技术服务有限公司 | Steel slag roller compacted concrete |
| CN204174499U (en) * | 2014-08-13 | 2015-02-25 | 扬州大学 | ECC shell and plant the combining structure road kerb of immature soil filler |
| CN204356615U (en) * | 2014-12-20 | 2015-05-27 | 深圳市科源建设集团有限公司 | Permeable pavement structure |
| CN204475216U (en) * | 2015-02-15 | 2015-07-15 | 王增丽 | Flexible pavement avris stone |
| CN206034223U (en) * | 2016-08-26 | 2017-03-22 | 厦门美益集团有限公司 | Drainage type brick that permeates water |
| CN206553868U (en) * | 2017-02-09 | 2017-10-13 | 大连力德生态科技有限公司 | A kind of permeable road kerb |
| CN207672361U (en) * | 2017-12-25 | 2018-07-31 | 西安圣雄环保工程有限公司 | Permeable concrete ground |
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| CN109235181B (en) | 2020-10-16 |
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