CN108149538A - A kind of concrete layer structure with permeable hole and its pour mold and casting method - Google Patents
A kind of concrete layer structure with permeable hole and its pour mold and casting method Download PDFInfo
- Publication number
- CN108149538A CN108149538A CN201810052674.4A CN201810052674A CN108149538A CN 108149538 A CN108149538 A CN 108149538A CN 201810052674 A CN201810052674 A CN 201810052674A CN 108149538 A CN108149538 A CN 108149538A
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- China
- Prior art keywords
- concrete
- layer structure
- concrete layer
- aqueduct
- permeable hole
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
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- 239000004567 concrete Substances 0.000 title claims abstract description 101
- 238000005266 casting Methods 0.000 title claims abstract description 25
- 238000000034 method Methods 0.000 title claims abstract description 22
- 230000015572 biosynthetic process Effects 0.000 claims description 6
- 230000015271 coagulation Effects 0.000 claims description 4
- 238000005345 coagulation Methods 0.000 claims description 4
- 239000002689 soil Substances 0.000 claims description 4
- 238000003466 welding Methods 0.000 claims 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 18
- 239000004540 pour-on Substances 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 3
- 239000011380 pervious concrete Substances 0.000 description 3
- 239000010865 sewage Substances 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000003673 groundwater Substances 0.000 description 2
- 230000008595 infiltration Effects 0.000 description 2
- 238000001764 infiltration Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 238000009738 saturating Methods 0.000 description 2
- 239000011449 brick Substances 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 238000005253 cladding Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007914 freezing tolerance Effects 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 239000012466 permeate Substances 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
Classifications
-
- 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
- E01C7/00—Coherent pavings made in situ
- E01C7/08—Coherent pavings made in situ made of road-metal and binders
- E01C7/10—Coherent pavings made in situ made of road-metal and binders of road-metal and cement or like binders
- E01C7/14—Concrete paving
-
- 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
- E01C11/226—Coherent pavings
-
- 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
- E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
- E01C19/50—Removable forms or shutterings for road-building purposes; Devices or arrangements for forming individual paving elements, e.g. kerbs, in situ
- E01C19/502—Removable forms or shutterings, e.g. side forms; Removable supporting or anchoring means therefor, e.g. stakes
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
The invention discloses a kind of concrete layer structure with permeable hole and its mold and casting method are poured, the concrete layer structure upper surface is provided with guiding gutter, and inside is provided with permeable hole, is set in permeable hole by aqueduct；The mold that pours is made of crossbeam, longeron, vertical beam and aqueduct, network that its middle cross beam and longeron are welded into simultaneously is provided with guiding gutter with concrete layer structure upper surface and matches, vertical beam is welded below the intersection point of crossbeam and longeron, and aqueduct is nested on vertical beam；The casting method pours mold described in using, be cased with aqueduct pour on mold frame casting concrete and to carry out upper surface smooth, treat that concrete gradually solidifies after smooth, the mold that pours that crossbeam, longeron and vertical beam are formed is gone out from concrete upper surface, by aqueduct indwelling in concrete.The bearing capacity and water permeable ability of concrete layer structure of the present invention greatly improve, and pour the simply repeatable utilization of mold, casting method short time limit easy to operate.
Description
Technical field
The invention belongs to sponge urban road pavement technique fields, and in particular to a kind of concrete layer knot with permeable hole
Structure and its pour mold and casting method.
Background technology
In sponge urban road construction, existing road has road by mat formation pervious concrete or water-permeable brick etc.
Penetrating power.Existing pervious concrete is mutually to be bonded by coarse aggregate surface cladding a thin layer cement mortar and to form hole uniform
The honeycomb structure of distribution, therefore there is ventilative, permeable and light-weight, but the bearing capacity one of this pervious concrete
As it is not high, and easily block, be not easily cleaned, durability is poor, especially in northern area, since winter temperature is relatively low, easily
Cause thaw collapse and frost heaving failure.
For this problem, related technical personnel have developed a kind of concrete layer structure with permeable hole, i.e., original
Concrete layer structure casting process in, poured by using mold, make equably to be placed in concrete layer structure
Water hole enables the rainwater of concrete layer superstructure siltation or sewage to pass through permeable hole infiltration downwards so as to improve the infiltration on road surface
Power achievees the purpose that recharge of groundwater.But the water guide that traditional concreting mold with permeable hole is plastic material
Pipe connects and the water guide tube frame of composition, in casting process, by the way that water guide tube frame is fixed on the position of concrete layer, so
After-pouring concrete makes water guide tube frame in the concrete layer, and water guide tube frame is the permeable hole of concrete and permeable logical
Road makes the ponding on concrete layer be oozed under aqueduct, and this method will improve concrete layer structure to a certain extent
Water permeable ability, and bearing capacity is improved, and can preferably adapt to extreme weather；But this concreting mold and
There are still defects for casting method：
1st, existing water guide tube frame is retained in concrete layer structure after the completion of concreting, is become with saturating
The component part of the concrete layer structure in water hole so that existing water guide tube frame can not repeat to use；
2nd, existing water guide tube frame due to being that more aqueducts are formed by connecting, the frame structure formed each other
Non-deformability is poor；
3rd, in order to improve the non-deformability of water guide tube frame, the often connection reinforcement between adjacent or similar aqueduct
Rib so that entire frame structure becomes complicated, can not reuse in addition, cause existing aqueduct framework cost higher, no
Conducive to popularization and application.
Invention content
The defects of in the presence of for the above-mentioned prior art, the present invention provides a kind of concrete layer knots with permeable hole
Structure and its mold and casting method are poured, the concrete layer structure is described with higher water permeable ability and bearing capacity
It pours mould structure simply and may be reused, the casting method is easy to operate, and cost is relatively low and the duration is shorter.With reference to saying
Bright book attached drawing, technical scheme is as follows：
A kind of concrete layer structure with permeable hole, the concrete layer main structure body is made of concrete 1, in coagulation
The upper surface of soil layer construction, transversely with longitudinal direction several linear guiding gutters 2 are distributed with respectively, transversely with genesis analysis
The intersecting position of guiding gutter 2 is provided with permeable hole 3, and the permeable hole 3 is vertically through concrete layer structure, in the permeable hole 3
It is interior to be equipped with aqueduct 4.
The guiding gutter 2 transversely equidistantly distributes respectively with longitudinal direction.
The aqueduct 4 is PP pipes, PE is managed or pvc pipe.
A kind of concrete layer structure with permeable hole pours mold, and the mold that pours is by crossbeam 5, longeron 6, vertical beam
7 and aqueduct 4 form, the crossbeam 5, longeron 6 and vertical beam 7 are welded together to form and pour mold frame；The crossbeam 5 and vertical
Beam 6 and the guiding gutter 2 of the concrete layer structure upper surface match, and the vertical beam 7 is located at crossbeam 5 and intersects vertically with longeron 6
Position below, the aqueduct 4 is nested on vertical beam 7；
The length of the length aqueduct 4 of the vertical beam 7 and the thickness of concrete layer structure poured in advance are identical.
A kind of casting method of the concrete layer structure with permeable hole, the casting method are used such as claim 4 institute
That states pours mold, and detailed process is as follows：
Step 1：After the crossbeam 5 for pouring mold, longeron 6 and vertical beam 7 are welded, formation pours mold frame, is pouring mould
Aqueduct 4 is nested on the vertical beam 7 for having frame；
Step 2：It will be cased with the position for pouring mold frame and being laid on concrete layer structure to be poured of aqueduct 4；
Step 3：Casting concrete on mold frame is poured to what is laid；
Step 4：The concrete poured on mold frame progress is smooth, the vertical beam for pouring mold frame is completely disposed at
In concrete, the upper surface of crossbeam 5 and longeron 6 exposes to the upper surface of concrete, and the lower surface of crossbeam 5 and longeron 6 is embedding sleeping
On the upper surface of concrete；
Step 5：Concrete after will be smooth is stood, and treats that concrete gradually solidifies, and removes 7 institute of crossbeam 5, longeron 6 and vertical beam
Composition pours mold frame, and 4 indwelling of aqueduct ultimately forms the concrete layer knot with permeable hole in concrete
Structure.Compared with prior art, the beneficial effects of the present invention are：
1st, the concrete layer structure of the present invention with permeable hole carries energy compared with existing concrete pavement structure
Power higher is suitable for Route for pedestrians, park pavement, parking lot and other other places more demanding to bearing capacity, and permeable
Ability and water holding capacity are stronger, also have higher freezing tolerance,；
2nd, the concrete layer structure of the present invention with permeable hole pour abrasive article structures it is simpler and stablize, mold
It is reusable, save cost；
3rd, the casting method of the concrete layer structure of the present invention with permeable hole is simple and convenient, and pours the work of implementation
Phase is shorter.
Description of the drawings
Fig. 1 is the schematic diagram of the concrete layer structure of the present invention with permeable hole；
Fig. 2 is the partial enlarged view at A in Fig. 1；
Fig. 3 is the partial enlarged view at B in Fig. 1；
Fig. 4 is the structure diagram for pouring mold of the concrete layer structure of the present invention with permeable hole.
In figure：
1- concrete；2- guiding gutters；3- permeable hole 4- aqueducts.
5- crossbeams；6- longerons；7- vertical beams；
Specific embodiment
For the technical solution that the present invention is further explained and its caused advantageous effect, specific embodiment of the invention
It is as follows：
As shown in Figure 1, Figure 2 and Figure 3, the invention discloses a kind of concrete layer structure with permeable hole, the coagulations
Soil layer construction main body is made of concrete 1；In the upper surface of concrete layer structure, transversely equally spacedly it is distributed respectively with longitudinal direction
There are several linear guiding gutters 2, guiding gutter 2 transversely is mutually perpendicular to, and guiding gutter transversely with guiding gutter 2 along longitudinal direction
2 quantity is identical with the quantity of guiding gutter 2 along longitudinal direction；In the concrete layer structure, guiding gutter 2 transversely with along vertical
To the position that intersects vertically of guiding gutter 2 be provided with permeable hole 3, the permeable hole 3 is vertically through entire concrete layer structure；
It is equipped with aqueduct 4 with being penetrated through in the permeable hole 3,4 both ends of aqueduct are concordant with lower edge on permeable hole 3, aqueduct 4
Outer diameter is identical with the internal diameter size of permeable hole 3；The aqueduct 4 is PP pipes, PE pipes, pvc pipe or other plastic material pipes
Part.
As shown in figure 4, mold is poured the invention also discloses the foregoing concrete layer structure with permeable hole,
The mold that pours is made of crossbeam 5, longeron 6, vertical beam 7 and aqueduct 4, and the crossbeam 5, longeron 6 and vertical beam 7 weld together
Formation pours mold frame.The crossbeam 5, longeron 6 and vertical beam 7 use a diameter of 1 centimetre of plain bar, the crossbeam 5
With 6 perpendicular setting of longeron, and the crossbeam 5 is identical with the quantity of longeron 6；The quantity of the crossbeam 5 and concrete layer structure
The quantity of the guiding gutter 2 of upper surface transversely is identical, the quantity of the longeron 6 the leading along longitudinal direction with concrete layer structure upper surface
The quantity of sink 2 is identical, and the shape and the external surface shape of crossbeam 5 and longeron 6 of the guiding gutter 2 match.The vertical beam 7
Below the position to intersect vertically in crossbeam 5 and longeron 6, the quantity of the vertical beam 7 and 3 phase of permeable hole in concrete layer structure
Together, the aqueduct 4 is nested on vertical beam 7, and the length of the vertical beam 7 is 10 centimetres -20 centimetres, and the length of the vertical beam 7 is led
The length of water pipe 4 and the thickness of concrete layer structure poured in advance are identical, the outer diameter of vertical beam 7 and the internal diameter of aqueduct 4
Size is identical.
The invention also discloses the casting method of the foregoing concrete layer structure with permeable hole, the sides of pouring
Method is completed using mold is poured as previously described, and detailed process is as follows：
Step 1：After the crossbeam 5 for pouring mold, longeron 6 and vertical beam 7 are welded, formation pours mold frame, is pouring mould
Aqueduct 4 is nested on the vertical beam 7 for having frame；
Step 2：It will be cased with the position for pouring mold frame and being laid on concrete layer structure to be poured of aqueduct 4；
Step 3：Casting concrete on mold frame is poured to what is laid；
Step 4：The concrete poured on mold frame progress is smooth, the vertical beam for pouring mold frame is completely disposed at
In concrete, the upper surface of crossbeam 5 and longeron 6 exposes to the upper surface of concrete, and the lower surface of crossbeam 5 and longeron 6 is embedding sleeping
On the upper surface of concrete；
Step 5：After concrete after will be smooth stands 2 hours~5 hours, concrete gradually solidifies, and removes crossbeam 5, indulges
What beam 6 and vertical beam 7 were formed pours mold frame, and 4 indwelling of aqueduct so far completes described carry in concrete
The casting process of the concrete layer structure of permeable hole, entire duration more previous casting process greatly shorten.
In above-mentioned casting process, in step 4, the part for crossbeam 5 and longeron 6 for pouring mold frame is embedded at coagulation
Within soil, a part is exposed to except concrete so that is solidified and is removed the concrete upper surface after pouring mold frame and is formed
Transverse and longitudinal alternating and uniform guiding gutter 2；The vertical beam 7 for pouring mold frame is placed in concrete together with aqueduct 4 is covered, shape
Into the permeable hole 3 of perforation concrete layer structure；In step 5, on the one hand 4 indwelling of aqueduct is conducive to rainwater in concrete
Or sewage permeates downwards along the permeable hole of concrete layer structure, a small amount of rainwater is on the other hand made to store formation in aqueduct slow
Punching, another further aspect is also beneficial to pour mold frame to be taken out from concrete.
Pour mold using of the present invention, by casting method of the present invention, pour to be formed with saturating
The concrete layer structure in water hole, in actual use, the rainwater or sewage of concrete layer structure can pass through permeable hole 3
Be seeped into underground under the aqueduct 4 that is embedded in concrete, for recharge of groundwater；The rainwater that could not and ooze at present can also be temporary
It is stored in aqueduct 4, after band temperature raising, the water kept in aqueduct 4 will be evaporated in air, be imitated for reducing heat island
It should.
Claims (5)
1. a kind of concrete layer structure with permeable hole, it is characterised in that：
The concrete layer main structure body is made of concrete (1), in the upper surface of concrete layer structure, is transversely divided with longitudinal direction
Several linear guiding gutters (2) are not distributed with, are provided in the position transversely intersected with the guiding gutter of genesis analysis (2) permeable
Hole (3), the permeable hole (3) through concrete layer structure, are equipped with aqueduct (4) in the permeable hole (3) vertically.
2. a kind of concrete layer structure with permeable hole as described in claim 1, it is characterised in that：
The guiding gutter (2) transversely equidistantly distributes respectively with longitudinal direction.
3. a kind of concrete layer structure with permeable hole as described in claim 1, it is characterised in that：
The aqueduct (4) is PP pipes, PE is managed or pvc pipe.
4. a kind of concrete layer structure with permeable hole as described in claim 1 pours mold, it is characterised in that：
The mold that pours is made of crossbeam (5), longeron (6), vertical beam (7) and aqueduct (4), the crossbeam (5), longeron (6)
It is welded together to form with vertical beam (7) and pours mold frame；On the crossbeam (5) and longeron (6) and the concrete layer structure
The guiding gutter (2) on surface matches, and the vertical beam (7) is described below the position that crossbeam (5) and longeron (6) intersect vertically
Aqueduct (4) is nested on vertical beam (7)；
The length of the length aqueduct (4) of the vertical beam (7) and the thickness of concrete layer structure poured in advance are identical.
5. a kind of casting method of the concrete layer structure with permeable hole as described in claim 1, it is characterised in that：
For the casting method using mold is poured as claimed in claim 4, detailed process is as follows：
Step 1：After crossbeam (5), longeron (6) and vertical beam (7) welding for pouring mold, formation pours mold frame, is pouring
Aqueduct (4) is nested on the vertical beam (7) of mold frame；
Step 2：It will be cased with the position for pouring mold frame and being laid on concrete layer structure to be poured of aqueduct (4)；
Step 3：Casting concrete on mold frame is poured to what is laid；
Step 4：The concrete poured on mold frame progress is smooth, the vertical beam for pouring mold frame is completely disposed at coagulation
In soil, the upper surface of crossbeam (5) and longeron (6) exposes to the upper surface of concrete, and the lower surface of crossbeam (5) and longeron (6)
It is embedding to crouch on the upper surface of concrete；
Step 5：Concrete after will be smooth is stood, and treats that concrete gradually solidifies, and removes crossbeam (5), longeron (6) and vertical beam (7)
What is formed pours mold frame, and aqueduct (4) indwelling ultimately forms the concrete layer with permeable hole in concrete
Structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810052674.4A CN108149538A (en) | 2018-01-19 | 2018-01-19 | A kind of concrete layer structure with permeable hole and its pour mold and casting method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810052674.4A CN108149538A (en) | 2018-01-19 | 2018-01-19 | A kind of concrete layer structure with permeable hole and its pour mold and casting method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108149538A true CN108149538A (en) | 2018-06-12 |
Family
ID=62461567
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810052674.4A Pending CN108149538A (en) | 2018-01-19 | 2018-01-19 | A kind of concrete layer structure with permeable hole and its pour mold and casting method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108149538A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109440563A (en) * | 2019-01-03 | 2019-03-08 | 湖南大学 | Through-hole water-permeable brick and preparation method thereof based on building waste crushed material |
| CN109940741A (en) * | 2019-04-16 | 2019-06-28 | 浙江中浩项目管理有限公司 | A kind of concrete grass planting parking stall construction method and its construction mould |
| US11939729B2 (en) | 2018-11-13 | 2024-03-26 | Imperial College Innovations Limited | High strength porous cement-based materials |
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|---|---|---|---|---|
| TW466289B (en) * | 1999-06-17 | 2001-12-01 | Ruei-Wen Chen | Construction method of an environmental permeable concrete pavement |
| CN2463439Y (en) * | 2001-02-27 | 2001-12-05 | 陈瑞文 | Aqueduct for environmental protection porous concrete pavement |
| CN104652214A (en) * | 2015-01-19 | 2015-05-27 | 薛志东 | Paving method of water-permeable pavement |
| CN204608550U (en) * | 2015-01-19 | 2015-09-02 | 万理晴国际控股股份有限公司 | A kind of permeable pipe support unit |
| CN105484122A (en) * | 2015-12-18 | 2016-04-13 | 路金铭 | Ecological permeable pavement and construction method thereof |
| CN207919272U (en) * | 2018-01-19 | 2018-09-28 | 长春市城建维护股份有限公司 | A kind of concrete layer structure with permeable hole and its pour mold |
-
2018
- 2018-01-19 CN CN201810052674.4A patent/CN108149538A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| TW466289B (en) * | 1999-06-17 | 2001-12-01 | Ruei-Wen Chen | Construction method of an environmental permeable concrete pavement |
| CN2463439Y (en) * | 2001-02-27 | 2001-12-05 | 陈瑞文 | Aqueduct for environmental protection porous concrete pavement |
| CN104652214A (en) * | 2015-01-19 | 2015-05-27 | 薛志东 | Paving method of water-permeable pavement |
| CN204608550U (en) * | 2015-01-19 | 2015-09-02 | 万理晴国际控股股份有限公司 | A kind of permeable pipe support unit |
| CN105484122A (en) * | 2015-12-18 | 2016-04-13 | 路金铭 | Ecological permeable pavement and construction method thereof |
| CN207919272U (en) * | 2018-01-19 | 2018-09-28 | 长春市城建维护股份有限公司 | A kind of concrete layer structure with permeable hole and its pour mold |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US11939729B2 (en) | 2018-11-13 | 2024-03-26 | Imperial College Innovations Limited | High strength porous cement-based materials |
| CN109440563A (en) * | 2019-01-03 | 2019-03-08 | 湖南大学 | Through-hole water-permeable brick and preparation method thereof based on building waste crushed material |
| CN109440563B (en) * | 2019-01-03 | 2024-01-30 | 湖南大学 | Through-hole water permeable brick based on construction waste crushed material and manufacturing method thereof |
| CN109940741A (en) * | 2019-04-16 | 2019-06-28 | 浙江中浩项目管理有限公司 | A kind of concrete grass planting parking stall construction method and its construction mould |
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Application publication date: 20180612 |
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