CN1122126C - Environment protection previous concrete pavement construction method - Google Patents
Environment protection previous concrete pavement construction method Download PDFInfo
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- CN1122126C CN1122126C CN 01103851 CN01103851A CN1122126C CN 1122126 C CN1122126 C CN 1122126C CN 01103851 CN01103851 CN 01103851 CN 01103851 A CN01103851 A CN 01103851A CN 1122126 C CN1122126 C CN 1122126C
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- aqueduct
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Abstract
The present invention relates to a method for the construction of an environment protection pervious concrete pavement. A hollow water guiding pipe unit pre-covered with a seal template is mainly paved on a work site to be constructed, concrete is injected, the seal template is lifted after the concrete is solidified, and construction is completed; by the step, the environment protection pervious concrete pavement with decreased cost and saved working hours can be built, the surface does not accumulate water, and the effect of insufficiently recovering rain water is achieved. At the same time, concrete pavements of different colors can be showed.
Description
Technical field
The concrete that the present invention relates in a kind of construction work is laid the Construction of Ground method, belongs to construction techniques.
Background technology
The concrete paving construction method of habit formula as shown in Figure 1, waters the capacity concrete mostly earlier, flatten its surface, repave and paste floor tile with the formation paving, yet the program of paving floor tile is quite numerous and diverse, man-hour is tediously long, slit between this brick body is the concrete formation simultaneously, please join Fig. 2, because concrete is not had a water permeability, the moisture content of brick surface can't infiltrate the concrete of below and enter near the paving soil, so a large amount of ponding are given birth on its surface easily, and make the moisture deficit at place under the paving.Moreover, the paving that this is finished, the appearance color in its paving depends on floor tile itself, slit between brick body and brick body is concrete primary colors, or colouring in addition, so, save cost, man-hour, and need not add hyperchromic operation, the while also has the strong concrete paving construction method of water permeability concurrently, is expected deeply.
Summary of the invention
Main purpose of the present invention has the environment protection previous concrete pavement construction method of high water-permeability simultaneously providing a kind of and reduce cost, saving man-hour, thereby reduces the situation of surface area water, and reaches the effect of abundant recovery rainwater.
Even secondary objective of the present invention need not add hyperchromic operation concrete paving and has change color providing a kind of, represent the environment protection previous concrete pavement construction method of different visual effects.
For reaching above-mentioned purpose, the environment protection previous concrete pavement construction method that the present invention is set, be that a kind of hollow aqueduct unit that will be covered with the seal mould plate in advance is layed on the desire construction site, the paving that has permeable effect with construction, can be applicable to lay various forms concrete paving or similar articles, it specifically comprises the following steps:
(1), a plurality of hollow columnar aqueducts and seal mould hardened close, to form the aqueduct unit;
(2), the above-mentioned hollow aqueduct unit that seals template that is provided with is layed in desire construction ground;
(3), concrete perfusion is in above-mentioned desire construction ground;
(4), treat concrete setting after, start and seal template, promptly finish the paving construction.
Based on same inventive concept, purpose of the present invention can also following method realize: a kind of environment protection previous concrete pavement construction method is to comprise the following steps:
(1), with many hollow columnar conduits with seal template and combine in advance and form an aqueduct unit:
(2), unit structure is placed through the aqueduct unit;
(3), the aqueduct unit that will be equipped with unit structure is layed in and desires in the construction site;
(4), concrete perfusion is in above-mentioned desire construction site;
(5), treat concrete setting after, start and seal template, promptly finish the paving construction.
Paving by the job practices institute construction of above steps, have and reduce cost, save man-hour, can make concrete paving effectively guide ponding and reach the effect of abundant recovery rainwater, in addition, unit structure by collocation can show its color, makes the paving have beautiful visual effect.
Description of drawings
Detailed construction of the present invention and other characteristics can be tending towards clear in the detailed description of reading following conjunction with figs. embodiment.
Fig. 1 is the flow chart of known concrete paving construction method;
Fig. 2 is the sectional view with the paving of known concrete paving construction method institute construction;
Fig. 3 is the construction process schematic diagram of the embodiment of the invention;
The partial cutaway diagrammatic sketch in Fig. 4 paving that to be the present invention finish according to the construction sequence institute construction of Fig. 3;
Fig. 5 is the construction process figure of another embodiment of the present invention;
The partial cutaway diagrammatic sketch in Fig. 6 paving that to be the present invention finish according to the construction sequence institute construction of Fig. 5;
Fig. 7 is the assembly exploded view of aqueduct of the present invention and unit structure;
Fig. 8 is the sectional view of embodiment of the invention Another Application state;
Fig. 9 is the schematic diagram of the another application examples state of the present invention.
The specific embodiment
Please join Fig. 3, job practices of the present invention is to comprise the following steps:
1, a plurality of hollow columnar aqueducts and seal mould are hardened closes, to form the aqueduct unit;
2, above-mentioned aqueduct unit is layed in the desire construction site;
3, concrete perfusion is in above-mentioned desire construction site;
4, treat concrete setting after, start and seal template, promptly finish the paving construction.
It is that mat is preset with the aqueduct unit that seals template, make it when concrete perfusion, make that concrete is unlikely to pour in the aqueduct, and see through compacting and action such as floating, start seal template after, the surface forms collecting gutter automatically, and therefore, the mat above-mentioned steps can reduce cost, save construction man-hour and finish the environment protection previous concrete pavement construction method easily.
As mentioned above, the assembly that utilizes of the inventive method is to comprise: aqueduct 20, seal template 21 and concrete 40; Wherein be prior in the factory with many aqueducts 20 with seal template 21 (see figure 7)s and be combined into an aqueduct unit, seal template 21 again and be can make establish with paper material mat jelly bonding, also or for to make with adhesive film material, bond through the hot pressing of automation facility, form a kind of template of sealing, and the aqueduct unit is layed on the building site 10 of desire construction, the emphasis of this step inserts the bottom of aqueduct unit in the building site 10 for needing, concrete perfusion 40, after treating concrete setting, start seal template 21 (as shown in Figure 4) promptly easily a complete pervious concrete paving.
Please join Fig. 5～shown in Figure 7, the construction method of another embodiment of the present invention, mainly comprise: on the building site of desire construction, lay the sand bed 15 that also compacting leveling one has adequate thickness, arrange in pairs or groups 30 layings of two unit structures thereon with being preset with the aqueduct unit that seals template, (this unit structure 30 is to be plastics ejection formation hollow out lamellar body, establish a plurality of perforation of tool on it, and its two distolateral abaculus 31 and embedding hole 32 that can link mutually that respectively be provided with, and the perforation of different unit structures on it is respectively to cooperate on the aqueduct 20, under tapering and establish, and it also can be when factory finishes the aqueduct unit, in the lump unit structure 30 is assembled in factory and finish), the emphasis of this step is the end of aqueduct unit should be inserted in the sand bed 15, the unit structure of order below is butted on sand bed 15 surfaces, but the abaculus 31 and the caulking groove 32 of these unit structure 30 its sides of mat link mutually, it also can make the aqueduct cell location simultaneously, again concrete 40 is fed into the building site that is equipped with the aqueduct unit, compacting and floating concrete 40, after treating that concrete 40 solidifies, start and seal template 21, this moment, this concrete surface was that nature forms the sagging irrigation canals and ditches that catchment, these irrigation canals and ditches that catchment also show the color of upper end unit structure itself simultaneously again, make concrete paving not need extra formality promptly to have hyperchromic effect, therefore, the moisture on top layer, paving imports sand bed 15 through catchment irrigation canals and ditches and aqueduct 20, by sand bed 15 moisture content is absorbed and gets rid of; Moreover, sealed that concrete surface that template 21 separates then forms naturally just like the floor tile that laying forms, also can add again thereon in addition and dry after spilling toner, to represent various color and style.
Please join shown in Figure 8ly, it more can add microlith 61 in practical application in the hollow bulb of aqueduct 20, so when it stops up because of foreign material such as soft flocks, branch, leaves in the use, can be easy to do the removing work of provoking, with the permeable effect of obstruction free.
And the pore size of the set aqueduct 20 of the present invention, in fact has the suitable scope of doing to a certain degree, and when for exempt from bigger aperture system establish finish after, subside in wherein for preventing class such as lady's high-heeled shoes, as shown in Figure 9, can add a stainless (steel) wire 62 with this aqueduct of cover cap in the water guide mouth of pipe, can prevent that not only heel subsides, have more the anti-clogging of sieving impurity simultaneously.
As from the foregoing, the structure after the present invention's construction has following practical advantage:
1, by sealing the default in conjunction with formed aqueduct unit of template and branched aqueduct, makes in construction The time, the aqueduct of the unlikely obstruction hollow of concrete, quite convenient, also can reduce cost.
The unit structure of 2, arranging in pairs or groups, it not only possesses positioning function, and its color can freely be selected simultaneously, when When it forms concrete paving, the bond sites of unit structure be exposed to the paving outside, therefore do not need additionally hyperchromic Operation, the concrete paving that this is finished, the color of its irrigation canals and ditches that catchment is different from concrete, can show difference Visual effect.
3, the more important thing is that this sealing template not only can stop concrete to stop up aqueduct, and after being completed, Only need simply it to be started to get final product, effectively save the man-hour of constructing.
4 moreover, also can be layed in concrete base by the high sand bed of water penetration, make surface area water can not be subjected to Hinder in concrete low permeability, be can in time moisture content being drained near soil, thus near soil improving Water content.
The present invention discloses an easy construction, with low cost and to have an environmental protection of saving construction man-hour saturating as mentioned above Water coagulation soil pavement construction method has novelty and the excellent market competitiveness, has the value on the industry.
Claims (8)
1, a kind of environment protection previous concrete pavement construction method is to comprise the following steps:
(1), with many hollow columnar conduits with seal template and combine in advance and form an aqueduct unit;
(2), the aqueduct unit is layed in the desire construction site;
(3), concrete perfusion is in above-mentioned desire construction site;
(4), treat concrete setting after, start and seal template, promptly finish the paving construction.
2, a kind of environment protection previous concrete pavement construction method is to comprise the following steps:
(1), with many hollow columnar conduits with seal template and combine in advance and form an aqueduct unit;
(2), unit structure is placed through the aqueduct unit;
(3), the aqueduct unit that will be equipped with unit structure is layed in and desires in the construction site;
(4), concrete perfusion is in above-mentioned desire construction site;
(5), treat concrete setting after, start and seal template, promptly finish the paving construction.
3, environment protection previous concrete pavement construction method as claimed in claim 2 is characterized in that this aqueduct unit is equipped with a unit structure at least.
4, environment friendly pervious coagulation worker pavement construction method as claimed in claim 2 is characterized in that the program with aqueduct unit embedding unit structure, is the program of implementing in advance before construction.
5, environment protection previous concrete pavement construction method as claimed in claim 2 is characterized in that the program with aqueduct unit embedding unit structure, is the program of implementing at that time in construction.
6, environment protection previous concrete pavement construction method as claimed in claim 1 or 2 is characterized in that laying a sand bed in advance on the building site of this desire construction.
7, environment protection previous concrete pavement construction method as claimed in claim 1 or 2 is characterized in that this aqueduct inside adds microlith.
8, environment protection previous concrete pavement construction method as claimed in claim 1 or 2 is characterized in that being equipped with on this aqueduct a stainless (steel) wire.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 01103851 CN1122126C (en) | 2001-02-26 | 2001-02-26 | Environment protection previous concrete pavement construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 01103851 CN1122126C (en) | 2001-02-26 | 2001-02-26 | Environment protection previous concrete pavement construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1372056A CN1372056A (en) | 2002-10-02 |
| CN1122126C true CN1122126C (en) | 2003-09-24 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 01103851 Expired - Lifetime CN1122126C (en) | 2001-02-26 | 2001-02-26 | Environment protection previous concrete pavement construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1122126C (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102561161B (en) * | 2011-12-31 | 2016-04-13 | 深圳市建筑科学研究院股份有限公司 | The laying method on permeable tile work ground and permeable locator |
| CN107620240B (en) * | 2017-10-10 | 2019-11-19 | 中庆建设有限责任公司 | Sponge urban water-through road surface and its construction method |
| CN114164725B (en) * | 2021-12-22 | 2023-05-23 | 江西赣东路桥建设集团有限公司 | Road bridge subgrade pavement and construction method thereof |
-
2001
- 2001-02-26 CN CN 01103851 patent/CN1122126C/en not_active Expired - Lifetime
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| Publication number | Publication date |
|---|---|
| CN1372056A (en) | 2002-10-02 |
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Granted publication date: 20030924 |
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