CN109423942A - A kind of permeability steel slag concrete combined type pavement - Google Patents
A kind of permeability steel slag concrete combined type pavement Download PDFInfo
- Publication number
- CN109423942A CN109423942A CN201710760059.4A CN201710760059A CN109423942A CN 109423942 A CN109423942 A CN 109423942A CN 201710760059 A CN201710760059 A CN 201710760059A CN 109423942 A CN109423942 A CN 109423942A
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- cement brick
- steel slag
- slag concrete
- brick
- prism cement
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Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C15/00—Pavings specially adapted for footpaths, sidewalks or cycle tracks
-
- 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
- E01C11/224—Surface drainage of streets
- E01C11/225—Paving specially adapted for through-the-surfacing drainage, e.g. perforated, porous; Preformed paving elements comprising, or adapted to form, passageways for carrying off drainage
Abstract
The present invention relates to a kind of permeability steel slag concrete combined type pavements, including muti-piece permeability steel slag concrete combined type pavement bricks, permeability steel slag concrete combined type pavement bricks include steel slag concrete base, cement block assembly is embedded in steel slag concrete base, the bottom of steel slag concrete base, packet is equipped with steel wire on side, cement block assembly includes horizontally disposed multi-disc cement brick, wide interval is equipped between adjacent cement brick in above-mentioned multi-disc cement brick, the apparent height of steel slag concrete base in above-mentioned interval is lower than the apparent height of cement brick, steel slag concrete base is located on steel frame, the bottom of steel frame is equipped with mesh steel plate, the lower section of mesh steel plate is equipped with inclined cement concrete rhone, the lower end of cement concrete rhone is connected to branch drain, branch drain is connected to inbuilt main sewer.Present invention employs water-permeable steel slag concrete composite base, have the characteristics that quickly exclude excess surface water.
Description
Technical field
The present invention relates to a kind of combined type pavements, in particular to a kind of permeability steel slag concrete combined type pavement, belong to
In building materials field.
Background technique
Normal concrete is construction material structure sheaf primary raw material, and by cement as cementitious material, sand, masonry are aggregate,
Cooperate by a certain percentage with water (additive and admixture can be contained), it is agitated made of cement concrete, also referred to as normal concrete,
It is widely used in civil engineering, municipal works.The ground that cement brick is widely used in the occasions such as courtyard, aisle is constructed, people's row
Road ground generallys use cement brick and is paved into, existing pavement ground using ordinary cement it is brick at, it is waterproof, be unfavorable for excluding
Ponding on ground, although the ground drainage performance using lower berth aggregate structure is improved, the easily-deformable damage in ground.
Summary of the invention
Permeability steel slag concrete combined type of the present invention pavement discloses new scheme, uses water-permeable steel slag coagulation
Native composite base solves the problems, such as that existing scheme can not effectively exclude excess surface water.
Permeability steel slag concrete combined type of the present invention pavement includes muti-piece permeability steel slag concrete combined type pavement bricks,
Permeability steel slag concrete combined type pavement bricks include steel slag concrete base, and cement brick list is embedded in steel slag concrete base
Member, packet is equipped with steel wire on the bottom of steel slag concrete base, side, and cement block assembly includes horizontally disposed multi-disc cement
Brick is equipped with wide interval between the adjacent cement brick in above-mentioned multi-disc cement brick, the steel slag concrete base in above-mentioned interval
Apparent height is lower than the apparent height of cement brick, and steel slag concrete base is located on steel frame, and the bottom of steel frame is equipped with
The lower section of mesh steel plate, mesh steel plate is equipped with inclined cement concrete rhone, the lower end of cement concrete rhone and row
The connection of water branch pipe, branch drain are connected to inbuilt main sewer, and the ponding in steel slag concrete combined type pavement surface is logical
It crosses after ground is penetrated by the steel slag concrete base in above-mentioned interval and is arranged through cement concrete rhone, branch drain, main sewer
Out.
Further, the cement block assembly of this programme includes the identical regular triangular prism cement brick A of shape, regular triangular prism cement brick
The lower part insertion steel slag concrete base of B, regular triangular prism cement brick A, regular triangular prism cement brick B, regular triangular prism cement brick A's is upper
Surface A, regular triangular prism cement brick B upper surface B in horizontally disposed, the adjacent edge of upper surface A and upper surface B in parallel arrangement,
The outer edging layer of steel slag concrete base is equipped on the outside of the non-adjacent side of upper surface A and upper surface B.Further, upper surface A
Width with the adjacent edge interval of upper surface B is 2 times of the width of steel slag concrete base outer edging layer.
Further, the cement block assembly of this programme includes the identical square prism cement brick A of shape, square prism cement brick
B, square prism cement brick C, square prism cement brick D, square prism cement brick A, square prism cement brick B, square prism water
Adobe C, square prism cement brick D lower part be embedded in steel slag concrete base, it is the upper surface A of square prism cement brick A, just tetragonous
The upper surface B of column cement brick B, the upper surface C of square prism cement brick C, square prism cement brick D upper surface D be in horizontal cloth
It sets, upper surface A, upper surface B, upper surface C, upper surface D are arranged in sphere of movements for the elephants shape, and the outside of above-mentioned sphere of movements for the elephants shape arrangement is equipped with steel
The outer edging layer of dreg concrete base.Further, between the adjacent edge between upper surface A, upper surface B, upper surface C, upper surface D
Every width be 2 times of width of steel slag concrete base outer edging layer.
Further, the cement block assembly of this programme includes the identical positive pentagonal prism cement brick A of shape, positive pentagonal prism cement brick
B, positive pentagonal prism cement brick C, positive pentagonal prism cement brick D, positive pentagonal prism cement brick E, positive pentagonal prism cement brick F, positive pentagonal prism water
Adobe A, positive pentagonal prism cement brick B, positive pentagonal prism cement brick C, positive pentagonal prism cement brick D, positive pentagonal prism cement brick E, positive five rib
The lower part of column cement brick F is embedded in the steel slag concrete base, upper surface A, the positive pentagonal prism cement brick of positive pentagonal prism cement brick A
The upper surface B of B, the upper surface C of positive pentagonal prism cement brick C, the upper surface D of positive pentagonal prism cement brick D, positive pentagonal prism cement brick E
Upper surface E, positive pentagonal prism cement brick F upper surface F in horizontally disposed, upper surface A, upper surface B, upper surface C, upper surface D,
Upper surface E is along the circumferentially equidistant distribution of upper surface F, upper surface F and upper surface A, upper surface B, upper surface C, upper surface D, upper surface E
Adjacent edge in parallel arrangement, set on the outside of non-adjacent side between upper surface A, upper surface B, upper surface C, upper surface D, upper surface E
There is the outer edging layer of steel slag concrete base.Further, upper surface A, upper surface B, upper surface C, upper surface D, upper surface E
In adjacent two upper surface between be equipped with joint filling triangular prism cement brick, the lower part of joint filling triangular prism cement brick is embedded in steel slag concrete base
Layer, the upper surface G of joint filling triangular prism cement brick are equipped with wide interval in horizontally disposed between upper surface G and adjacent upper surface.
Further, the width at the interval of the adjacent edge of upper surface F and upper surface A, upper surface B, upper surface C, upper surface D, upper surface E
It is 2 times of the width of steel slag concrete base outer edging layer.
Further, the cement block assembly of this programme includes the identical regular hexagonal prism cement brick A of shape, regular hexagonal prism cement brick
B, regular hexagonal prism cement brick C, regular hexagonal prism cement brick D, regular hexagonal prism cement brick E, regular hexagonal prism cement brick F, regular hexagonal prism water
Adobe G, regular hexagonal prism cement brick A, regular hexagonal prism cement brick B, regular hexagonal prism cement brick C, regular hexagonal prism cement brick D, positive six rib
The lower part insertion steel slag concrete base of column cement brick E, regular hexagonal prism cement brick F, regular hexagonal prism cement brick G, positive six rib
The upper surface A of column cement brick A, the upper surface B of regular hexagonal prism cement brick B, the upper surface C of regular hexagonal prism cement brick C, regular hexagonal prism
Upper surface F, the regular hexagonal prism water of the upper surface D of cement brick D, the upper surface E of regular hexagonal prism cement brick E, regular hexagonal prism cement brick F
The upper surface G of adobe G is in horizontally disposed, and upper surface A, upper surface B, upper surface C, upper surface D, upper surface E, upper surface F are along upper
The circumferentially equidistant distribution of surface G, upper surface G and upper surface A, upper surface B, upper surface C, upper surface D, upper surface E, upper surface F
Adjacent edge is in parallel arrangement, the non-adjacent side between upper surface A, upper surface B, upper surface C, upper surface D, upper surface E, upper surface F
Outside is equipped with the outer edging layer of steel slag concrete base.Further, upper surface G and upper surface A, upper surface B, upper surface C,
The width at the interval of the adjacent edge of upper surface D, upper surface E, upper surface F is the width of steel slag concrete base outer edging layer
2 times, the width at the interval of the adjacent edge between upper surface A, upper surface B, upper surface C, upper surface D, upper surface E, upper surface F is steel
2 times of the width of dreg concrete base outer edging layer.
Permeability steel slag concrete combined type of the present invention pavement uses water-permeable steel slag concrete composite base, has
The characteristics of excess surface water can quickly be excluded.
Detailed description of the invention
Fig. 1 is the schematic diagram on permeability steel slag concrete combined type of the present invention pavement.
Fig. 2 is the schematic diagram of permeability steel slag concrete combined type pavement bricks embodiment one.
Fig. 3 is the schematic diagram of permeability steel slag concrete combined type pavement bricks embodiment two.
Fig. 4 is the schematic diagram of permeability steel slag concrete combined type pavement bricks embodiment three.
Fig. 5 is the schematic diagram of permeability steel slag concrete combined type pavement bricks example IV.
Wherein, 100 be steel slag concrete base, and 120 be the outer edging layer of steel slag concrete base, and 210 be cement brick,
220 be joint filling triangular prism cement brick, and 310 be mesh steel plate, and 320 be cement concrete rhone, and 330 be branch drain, and 340 are
Main sewer.
Specific embodiment
As shown in Figure 1, the schematic diagram on permeability steel slag concrete combined type of the present invention pavement.Permeability steel slag concrete is compound
Formula pavement includes muti-piece permeability steel slag concrete combined type pavement bricks, and permeability steel slag concrete combined type pavement bricks include
Steel slag concrete base, is embedded with cement block assembly in steel slag concrete base, wraps on the bottom of steel slag concrete base, side
Equipped with steel wire, cement block assembly includes horizontally disposed multi-disc cement brick, between the adjacent cement brick in above-mentioned multi-disc cement brick
Equipped with wide interval, the apparent height of the steel slag concrete base in above-mentioned interval is lower than the apparent height of cement brick, steel slag
Concrete base layer is located on steel frame, and the bottom of steel frame is equipped with mesh steel plate, and the lower section of mesh steel plate is equipped with inclined
The lower end of cement concrete rhone, cement concrete rhone is connected to branch drain, and branch drain and inbuilt draining are total
Pipe is connected to, and the ponding in steel slag concrete combined type pavement surface penetrates into ground by the steel slag concrete base in above-mentioned interval
It is discharged behind face through cement concrete rhone, branch drain, main sewer.
Above scheme uses water-permeable steel slag concrete composite base, and the ponding of pavement surface can pass through steel slag
Concrete base layer quickly permeates the ground, so that ground keeps drying, is not easy to skid.In order to illustrate disclosed in this programme
Combined type pavement bricks, disclosed below the specific structure of combined type pavement bricks, but the combined type pavement bricks of this programme
It is not limited to flowering structure.
Embodiment one
As shown in Fig. 2, the cement block assembly of this programme includes the identical regular triangular prism cement brick A of shape, regular triangular prism cement brick
The lower part insertion steel slag concrete base of B, regular triangular prism cement brick A, regular triangular prism cement brick B, regular triangular prism cement brick A's is upper
Surface A, regular triangular prism cement brick B upper surface B in horizontally disposed, the adjacent edge of upper surface A and upper surface B in parallel arrangement,
The outer edging layer of steel slag concrete base is equipped on the outside of the non-adjacent side of upper surface A and upper surface B.Further, upper surface A
Width with the adjacent edge interval of upper surface B is 2 times of the width of steel slag concrete base outer edging layer.
Embodiment two
As shown in figure 3, the cement block assembly of this programme includes the identical square prism cement brick A of shape, square prism cement brick
B, square prism cement brick C, square prism cement brick D, square prism cement brick A, square prism cement brick B, square prism water
Adobe C, square prism cement brick D lower part be embedded in steel slag concrete base, it is the upper surface A of square prism cement brick A, just tetragonous
The upper surface B of column cement brick B, the upper surface C of square prism cement brick C, square prism cement brick D upper surface D be in horizontal cloth
It sets, upper surface A, upper surface B, upper surface C, upper surface D are arranged in sphere of movements for the elephants shape, and the outside of above-mentioned sphere of movements for the elephants shape arrangement is equipped with steel
The outer edging layer of dreg concrete base.Further, between the adjacent edge between upper surface A, upper surface B, upper surface C, upper surface D
Every width be 2 times of width of steel slag concrete base outer edging layer.
Embodiment three
As shown in figure 4, the cement block assembly of this programme includes the identical positive pentagonal prism cement brick A of shape, positive pentagonal prism cement brick
B, positive pentagonal prism cement brick C, positive pentagonal prism cement brick D, positive pentagonal prism cement brick E, positive pentagonal prism cement brick F, positive pentagonal prism water
Adobe A, positive pentagonal prism cement brick B, positive pentagonal prism cement brick C, positive pentagonal prism cement brick D, positive pentagonal prism cement brick E, positive five rib
The lower part of column cement brick F is embedded in the steel slag concrete base, upper surface A, the positive pentagonal prism cement brick of positive pentagonal prism cement brick A
The upper surface B of B, the upper surface C of positive pentagonal prism cement brick C, the upper surface D of positive pentagonal prism cement brick D, positive pentagonal prism cement brick E
Upper surface E, positive pentagonal prism cement brick F upper surface F in horizontally disposed, upper surface A, upper surface B, upper surface C, upper surface D,
Upper surface E is along the circumferentially equidistant distribution of upper surface F, upper surface F and upper surface A, upper surface B, upper surface C, upper surface D, upper surface E
Adjacent edge in parallel arrangement, set on the outside of non-adjacent side between upper surface A, upper surface B, upper surface C, upper surface D, upper surface E
There is the outer edging layer of steel slag concrete base.Further, upper surface A, upper surface B, upper surface C, upper surface D, upper surface E
In adjacent two upper surface between be equipped with joint filling triangular prism cement brick, the lower part of joint filling triangular prism cement brick is embedded in steel slag concrete base
Layer, the upper surface G of joint filling triangular prism cement brick are equipped with wide interval in horizontally disposed between upper surface G and adjacent upper surface.
Further, the width at the interval of the adjacent edge of upper surface F and upper surface A, upper surface B, upper surface C, upper surface D, upper surface E
It is 2 times of the width of steel slag concrete base outer edging layer.
Example IV
As shown in figure 5, the cement block assembly of this programme includes the identical regular hexagonal prism cement brick A of shape, regular hexagonal prism cement brick
B, regular hexagonal prism cement brick C, regular hexagonal prism cement brick D, regular hexagonal prism cement brick E, regular hexagonal prism cement brick F, regular hexagonal prism water
Adobe G, regular hexagonal prism cement brick A, regular hexagonal prism cement brick B, regular hexagonal prism cement brick C, regular hexagonal prism cement brick D, positive six rib
The lower part insertion steel slag concrete base of column cement brick E, regular hexagonal prism cement brick F, regular hexagonal prism cement brick G, positive six rib
The upper surface A of column cement brick A, the upper surface B of regular hexagonal prism cement brick B, the upper surface C of regular hexagonal prism cement brick C, regular hexagonal prism
Upper surface F, the regular hexagonal prism water of the upper surface D of cement brick D, the upper surface E of regular hexagonal prism cement brick E, regular hexagonal prism cement brick F
The upper surface G of adobe G is in horizontally disposed, and upper surface A, upper surface B, upper surface C, upper surface D, upper surface E, upper surface F are along upper
The circumferentially equidistant distribution of surface G, upper surface G and upper surface A, upper surface B, upper surface C, upper surface D, upper surface E, upper surface F
Adjacent edge is in parallel arrangement, the non-adjacent side between upper surface A, upper surface B, upper surface C, upper surface D, upper surface E, upper surface F
Outside is equipped with the outer edging layer of steel slag concrete base.Further, upper surface G and upper surface A, upper surface B, upper surface C,
The width at the interval of the adjacent edge of upper surface D, upper surface E, upper surface F is the width of steel slag concrete base outer edging layer
2 times, the width at the interval of the adjacent edge between upper surface A, upper surface B, upper surface C, upper surface D, upper surface E, upper surface F is steel
2 times of the width of dreg concrete base outer edging layer.
The raw material of the steel slag concrete base of this programme are as follows: cement is as cementitious material, and the steel slag of 8~12mm is as bone
Material, and water (containing additive and adhesive), made of pigment (adding different colors by owner's requirements) stirring can it is permeable with
Ventilative concrete has surface not ponding, is easy to walk, and anti-high pressure and durability are good and can cooperate with surrounding environment, freedom
The characteristics of Combination Design.
This programme permeability steel slag concrete combined type pavement is not limited to content disclosed in specific embodiment, implements
In example the technical solution that occurs can the understanding based on those skilled in the art and extend, those skilled in the art are according to this programme
The simple replacement scheme made in conjunction with common knowledge also belongs to the range of this programme.
Claims (10)
1. a kind of permeability steel slag concrete combined type pavement, it is characterized in that including muti-piece permeability steel slag concrete combined type people's row
Road brick, the permeability steel slag concrete combined type pavement bricks include steel slag concrete base, in the steel slag concrete base
It is embedded with cement block assembly, packet is equipped with steel wire, the cement block assembly packet on the bottom of the steel slag concrete base, side
Horizontally disposed multi-disc cement brick is included, is equipped with wide interval, the interval between the adjacent cement brick in the multi-disc cement brick
The apparent height of the interior steel slag concrete base is lower than the apparent height of the cement brick, and the steel slag concrete base sets
On steel frame, the bottom of the steel frame is equipped with mesh steel plate, and the lower section of the mesh steel plate is equipped with inclined cement
The lower end of concrete drain tank, the cement concrete rhone is connected to branch drain, the branch drain and inbuilt row
Supply mains is connected to, and the ponding in the steel slag concrete combined type pavement surface passes through the steel slag concrete base in the interval
Layer is discharged after penetrating into ground through the cement concrete rhone, branch drain, main sewer.
2. permeability steel slag concrete combined type according to claim 1 pavement, which is characterized in that the cement block assembly
Including the identical regular triangular prism cement brick A of shape, regular triangular prism cement brick B, the regular triangular prism cement brick A, regular triangular prism water
The lower part of adobe B is embedded in the steel slag concrete base, upper surface A, the regular triangular prism cement brick of the regular triangular prism cement brick A
The upper surface B of B in horizontally disposed, the adjacent edge of the upper surface A and the upper surface B in parallel arrangement, the upper surface A with
The outer edging layer of the steel slag concrete base is equipped on the outside of the non-adjacent side of the upper surface B.
3. permeability steel slag concrete combined type according to claim 2 pavement, which is characterized in that the upper surface A with
The width at the adjacent edge interval of the upper surface B is 2 times of the width of steel slag concrete base outer edging layer.
4. permeability steel slag concrete combined type according to claim 1 pavement, which is characterized in that the cement block assembly
Including the identical square prism cement brick A of shape, square prism cement brick B, square prism cement brick C, square prism cement brick
D, the square prism cement brick A, square prism cement brick B, square prism cement brick C, the lower part of square prism cement brick D are embedding
Enter the steel slag concrete base, the upper surface A of the square prism cement brick A, the upper surface B of square prism cement brick B, just
The upper surface C of quadrangular cement brick C, the upper surface D of square prism cement brick D are in horizontally disposed, the upper surface A, upper surface
B, upper surface C, upper surface D are arranged in sphere of movements for the elephants shape, and the outside of the sphere of movements for the elephants shape arrangement is equipped with the steel slag concrete base
Outer edging layer.
5. permeability steel slag concrete combined type according to claim 4 pavement, which is characterized in that the upper surface A, on
The width at the adjacent edge interval between surface B, upper surface C, upper surface D is the width of steel slag concrete base outer edging layer
2 times.
6. permeability steel slag concrete combined type according to claim 1 pavement, which is characterized in that the cement block assembly
Including the identical positive pentagonal prism cement brick A of shape, positive pentagonal prism cement brick B, positive pentagonal prism cement brick C, positive pentagonal prism cement brick
D, positive pentagonal prism cement brick E, positive pentagonal prism cement brick F, the positive pentagonal prism cement brick A, positive pentagonal prism cement brick B, positive five rib
Column cement brick C, positive pentagonal prism cement brick D, positive pentagonal prism cement brick E, the lower part insertion steel slag of positive pentagonal prism cement brick F are mixed
Solidifying soil matrix layer, upper surface B, the positive pentagonal prism cement brick of the upper surface A of the positive pentagonal prism cement brick A, positive pentagonal prism cement brick B
The upper surface C of C, the upper surface D of positive pentagonal prism cement brick D, the upper surface E of positive pentagonal prism cement brick E, positive pentagonal prism cement brick F
Upper surface F in horizontally disposed, the upper surface A, upper surface B, upper surface C, upper surface D, upper surface E are along the upper surface F
The adjacent edge of circumferentially equidistant distribution, the upper surface F and the upper surface A, upper surface B, upper surface C, upper surface D, upper surface E
In parallel arrangement, institute is equipped on the outside of the non-adjacent side between the upper surface A, upper surface B, upper surface C, upper surface D, upper surface E
State the outer edging layer of steel slag concrete base.
7. permeability steel slag concrete combined type according to claim 6 pavement, which is characterized in that the upper surface A, on
Joint filling triangular prism cement brick, the joint filling are equipped between surface B, upper surface C, upper surface D, adjacent two upper surface in the E of upper surface
The lower part of triangular prism cement brick is embedded in the steel slag concrete base, and the upper surface G of the joint filling triangular prism cement brick is in level
Arrangement is equipped with wide interval between the upper surface G and adjacent upper surface.
8. permeability steel slag concrete combined type according to claim 6 pavement, which is characterized in that the upper surface F with
The width at the interval of the adjacent edge of the upper surface A, upper surface B, upper surface C, upper surface D, upper surface E is the steel slag coagulation
2 times of the width of soil matrix layer outer edging layer.
9. permeability steel slag concrete combined type according to claim 1 pavement, which is characterized in that the cement block assembly
Including the identical regular hexagonal prism cement brick A of shape, regular hexagonal prism cement brick B, regular hexagonal prism cement brick C, regular hexagonal prism cement brick
D, regular hexagonal prism cement brick E, regular hexagonal prism cement brick F, regular hexagonal prism cement brick G, the regular hexagonal prism cement brick A, positive six rib
Column cement brick B, regular hexagonal prism cement brick C, regular hexagonal prism cement brick D, regular hexagonal prism cement brick E, regular hexagonal prism cement brick F, just
The lower part of hexagonal prisms cement brick G is embedded in the steel slag concrete base, upper surface A, positive six rib of the regular hexagonal prism cement brick A
The upper surface B of column cement brick B, the upper surface C of regular hexagonal prism cement brick C, the upper surface D of regular hexagonal prism cement brick D, regular hexagonal prism
The upper surface E of cement brick E, the upper surface F of regular hexagonal prism cement brick F, regular hexagonal prism cement brick G upper surface G in horizontally disposed,
The upper surface A, upper surface B, upper surface C, upper surface D, upper surface E, upper surface F along the circumferentially equidistant distribution of upper surface G,
The upper surface G and the upper surface A, upper surface B, upper surface C, upper surface D, upper surface E, upper surface F adjacent edge in flat
Row arrangement, the non-adjacent side outside between the upper surface A, upper surface B, upper surface C, upper surface D, upper surface E, upper surface F are set
There is the outer edging layer of the steel slag concrete base.
10. permeability steel slag concrete combined type according to claim 9 pavement, which is characterized in that the upper surface G with
The width at the interval of the adjacent edge of the upper surface A, upper surface B, upper surface C, upper surface D, upper surface E, upper surface F is described
2 times of the width of steel slag concrete base outer edging layer, the upper surface A, upper surface B, upper surface C, upper surface D, upper table
The width at the interval of the adjacent edge between face E, upper surface F is 2 times of the width of steel slag concrete base outer edging layer.
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| CN201710760059.4A CN109423942A (en) | 2017-08-30 | 2017-08-30 | A kind of permeability steel slag concrete combined type pavement |
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Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1030806A (en) * | 1987-07-22 | 1989-02-01 | 林功生 | Woodbox lay framework |
| CN203034327U (en) * | 2013-01-06 | 2013-07-03 | 中国建筑第六工程局有限公司 | Structure for temporarily reinforcing soft soil foundations |
| 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 |
| CN203807912U (en) * | 2014-04-30 | 2014-09-03 | 肖桂芬 | Special assembled type sidewalk |
| CN106436528A (en) * | 2016-11-10 | 2017-02-22 | 中国市政工程西北设计研究院有限公司 | Sidewalk pavement structure for water permeation, water storage and water discharging |
| CN106758683A (en) * | 2016-12-19 | 2017-05-31 | 江苏工程职业技术学院 | A kind of structure of sidewalk of assembled porous |
| CN106906714A (en) * | 2017-04-12 | 2017-06-30 | 和县明生环保材料有限责任公司 | A kind of porous breathable brick |
-
2017
- 2017-08-30 CN CN201710760059.4A patent/CN109423942A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1030806A (en) * | 1987-07-22 | 1989-02-01 | 林功生 | Woodbox lay framework |
| CN203034327U (en) * | 2013-01-06 | 2013-07-03 | 中国建筑第六工程局有限公司 | Structure for temporarily reinforcing soft soil foundations |
| 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 |
| CN203807912U (en) * | 2014-04-30 | 2014-09-03 | 肖桂芬 | Special assembled type sidewalk |
| CN106436528A (en) * | 2016-11-10 | 2017-02-22 | 中国市政工程西北设计研究院有限公司 | Sidewalk pavement structure for water permeation, water storage and water discharging |
| CN106758683A (en) * | 2016-12-19 | 2017-05-31 | 江苏工程职业技术学院 | A kind of structure of sidewalk of assembled porous |
| CN106906714A (en) * | 2017-04-12 | 2017-06-30 | 和县明生环保材料有限责任公司 | A kind of porous breathable brick |
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Application publication date: 20190305 |