JPH03235801A - Infiltration random paving method - Google Patents

Abstract

PURPOSE:To shorten drastically the period of work and improve the efficiency of work and durability, by scattering beforehand a resinous quick-hardening material for a crushed stone aggregate, and then, fixing the crushed stone aggregate by scattering the slurry of a grout material. CONSTITUTION:A mixture which is combined with the 0.1-2.0 weight part of a solidification regulating agent to the 100 weight part of a quick-hardening cement material that is mixed with the 3-300 weight part of a quick-hardening hardening material to the 100 weight part of Portland cement or mixed cement, is made to be a grout material. And this grout material is made to be slurrylike by mixing water at the rate of 20-200%, and a crushed stone aggregate having percentage voids of 5-50% is uniformly paved, and infiltration and filling up are made by conducting scattering at the paved aggregate layer surface. Also, the surface is fixed by scattering a bonding agent bonding the aggregate layer, and the slurry of mixtures of more than 1-2 kinds selected from asphalt or hydraulic substances having the quality of quick-hardening, and then, opening portions are filled up by scattering and infiltrating the slurry of the grout material.

Description

[Detailed Description of the Invention] [Industrial Application Field] The present invention can be used to pave a road with a hydraulic material such as concrete, so that the construction can be completed in a short time and the road can be opened in a short time. Of course, the construction is related to a paving method with [111].

[Prior art and problems to be solved by the invention] Conventional paving methods include concrete paving and asphalt paving, and the concrete paving method involves predetermining quarrying by cutting into the subgrade-L, quarrying to adjust particle size, etc. According to the traffic volume: 1. Concrete is spread to the specified thickness as stipulated in concrete pavement guidelines, etc., and concrete is spread and leveled to the specified thickness on the roadbed created by unevenness adjustment and compaction, and the surface is finished to the specified precision. After curing for a specified period of time, it was opened.

In the case of such concrete pavements, the in-situ curing strength of the Funknaut specimen is 35 K g/cl”.
In the case of ordinary Bolland cement, it is stipulated that a curing period of about two weeks is required. Furthermore, in the case of concrete pavement, concrete with poor consistency is used with a standard slump of 2.5 cm, so during normal construction, sprayers, finishers, surface finishers,
It is necessary to use construction machines such as joint cutters, and even when performing small-scale paving, engineers and workers who use tools to compact the surface using vibrators and finish the surface to specified precision. Not only was this necessary, but it also took time to implement. Therefore, it is not suitable for repair work on roads that are currently in use, and has drawbacks such as high construction costs.

Crushed stone aggregate whose particle size has been adjusted to a predetermined porosity is spread to a predetermined thickness and compacted, and then Boltland cement or mixed cement, a quick hardening agent, and a setting modifier are mixed in a predetermined area. Knead the grout material and sprinkle it on the aggregate layer,
Infiltration paving methods are simple and inexpensive, and have the effect of being able to be opened quickly after construction, but when the slurry is spread on the crushed stone aggregate layer, the surface is leveled by impact and rake, etc. At the same time, the crushed stone grains on the surface peel off, creating unevenness, so after penetration, the surface layer needs to be coated again.)

In an infiltration simple paving method in which crushed stone aggregate with a porosity of 5 to 50% is kneaded in a range of 200% to form a slurry, and is spread on the surface of a leveled and compacted paving aggregate layer to infiltrate and fill. A, an adhesive for bonding the crushed stone aggregate layer, asphalt;
In order to solve the conventional problems as described below, the present invention is implemented in i!
To provide a simple paving method that uses one vehicle, has good execution efficiency and durability, has a low construction unit cost, and can be opened at an early stage.

[Means for solving the problems] The present invention provides Boltland cement or mixed cement 10
A mixture of 3 to 300 @ 1 part of a quick-hardening hardening agent to 1 part of the quick-hardening cement is used as a quick-hardening cement material, and a setting modifier of 0.1 to 2.0 to 100 parts of the fast-hardening cement material. This is a permeable paving method characterized by including a step of mixing B in which a heavy part is mixed and step A, and then spreading and infiltrating a slurry of the grout material having the above-mentioned composition to fill the gap. and,
After the step A and before the step B, a material having a particle size smaller than that of the crushed stone aggregate and a porosity of 5 is added to the surface of the aggregate layer.
~40% of crushed stone aggregate is spread, and again a slurry of one or more materials selected from the adhesive, asphalt, or a fast-setting hydraulic material is sprayed, and then This is a simple penetration paving method characterized by performing step B. Further, in the present invention, before step A, aggregate having a particle size smaller than that of the crushed stone aggregate and having a porosity of 5 to 40% is added to the surface of the aggregate layer to a layer thickness of 50 ffl.
This is a simple permeable paving method characterized in that the following steps are performed: leveling, submerging, step A, and then step B. Further, the grout material is prepared by kneading the grout material of the above-mentioned composition with water in a range of 20 to 200% by weight with respect to the fast-setting cement material (i.e., W/C), removing the weight, and then removing the weight of the grout material. It is preferable to add 0.05 to 5% by weight of a water reducing agent and/or 0.05 to 10% by weight of a fluidizing agent to the fast-setting cement material and knead it. In addition, the adhesive is made from natural comb and synthetic polymers (SL fat, plasti Z resin, -] comb fiber, etc.) dissolved in a solvent or water, and the other is a mixture of natural comb and synthetic polymers dissolved in water. It is preferable to use a powder selected from Emma J. Rejonka, which is a powder dispersed in water. The asphalt is one of straight asphalt, asphalt emulsion, or 1/2 asphalt, and the straight asphalt type is 130 to 180°C, and the asphalt emulsion type is 5 to 60°C. It is preferable to use asphalt that has been heated to 40 to 140"C and liquefied.The quick-hardening material is suitable for shared cement, jet cement, etc. It can be selected from the group consisting of Boltland cement or a mixture of mixed cement with a setting modifier, and Boltland cement or mixed cement mixed with a quick hardening agent and a setting modifier. It is preferable to knead water and the above-mentioned fast-hardening cement at a weight ratio of 30 to 300% to form a paste and use it as a grout material.
Spreading the grout, adhesive, asphalt, or a quick-hardening hydraulic substance onto the roadbed to be paved, hardening the roadbed, and then spreading aggregate for paving and rolling it, After that, it is preferable to perform step A, and then perform step B. Further, it is preferable that the setting regulator is selected from the group consisting of an organic acid setting retarder, which is one or a mixture of two or more of citric acid, tartaric acid, gluconic acid, or salts thereof, and an alkali carbonate. It is.

In the simple pavement % propensity of the present invention, the adhesive, asphalt or hydraulic material kneaded material used for surface dispersion has a viscosity that does not disturb the crushed stone aggregate on the surface layer when it is sprayed or the like. , and when finishing the surface with a scraper after curing,
It is necessary to have enough adhesion to prevent the crushed stone aggregate from peeling off, and at the same time to have properties that do not impede the penetration of the grout slurry that is being sprayed.

In addition, grout, adhesive, asphalt, or a quick-hardening hydraulic substance or a mixture thereof is applied to the surface of the roadbed 1-1 or, if necessary, on the roadbed 1-1 or, if necessary, stone powder is spread evenly on the roadbed-1. If the slurry is spread until wet in 1 minute, then the crushed stone aggregate is spread and compacted to create a paving aggregate layer, the water in the slurry will be absorbed by the roadbed during filling, resulting in poor filling or moisture. Accidents such as poor hardening due to insufficient hardening or slurry penetrating into the roadbed and increased material consumption can be prevented.Furthermore, when kneading the grout, 100 parts by weight of the quick-hardening cement material. However, by adding 0.5 to 5 parts by weight of a water reducing agent and/or 0.05 to 10 parts by weight of a fluidizing agent, the amount of water added can be reduced. Types of adhesives used include, for example, solution types such as epoxy, acrylic, and comb types, aqueous solution types, and emulsion (latex) types.Especially, emulsion types are not commercially available for use in polymer cements. , is suitable, but care must be taken with the adhesion time. In addition, it is economical to add it to cement and a mixture of cement and a quick-hardening material instead of using it as an adhesive, since the cost will be lower.

In the simple paving method of the present invention, the asphalt used is straight asphalt, asphalt emulsion, or canted buffer asphalt.

Straight asphalt is one of the following types:
130~180℃, asphalt emulsion: 5~60''C
, Power/Dopa/Quaspalto is heated to 4° to 140°C and liquefied, and its quality is determined by Japan Road Association Standards, Asphalt Emulsion Standards, and Japanese Industrial Standards (
It is sufficient to use one that passes the standards set forth in JIS K2208).

Further, in the simple paving method of the present invention, the quick-hardening hydraulic substances used include jet cement, a mixture of jet cement and Boltland cement or mixed cement with a setting modifier added, Boltland cement or mixed cement. One type selected from a mixture of cement, a quick hardening agent, and a setting modifier is used.

The weight of water and hydraulic substance W/C is preferably one of the same composition as the hydraulic cement material used, W/C = 3
If the slurry is set at a high rate of 0 to 300% and has a lower viscosity than the slurry to be filled, it will be easier to spread. Furthermore, by adjusting the amount of the setting modifier added during kneading, not only can the curing time be adjusted, but there is no need to prepare separate materials, which is suitable.

Furthermore, in the simple paving method of the present invention, the porosity of the crushed stone aggregate is a value obtained by determining the actual rate by the unit volume weight test method of crushed stone aggregate according to the provisions of JIS A1104, and calculating the porosity from this. . According to the present invention, by using slurry J- kneaded with the above-mentioned composition, the fluidity immediately after kneading can be maintained for a certain period of time after kneading, and after that, it hardens rapidly. Early on, strength is obtained that allows the road to be opened.

[Operation] In the present invention, crushed stone aggregate for roads (JIS A3001) is spread to a predetermined thickness on the roadbed prepared according to the method specified in the pavement guidelines, etc., and after compaction and level adjustment are performed, adhesive is applied. A mixed slurry of asphalt, asphalt, or a quick-hardening hydraulic substance is spread to fix the crushed stone aggregate, and then the slurry kneaded with the above-mentioned composition is spread on the surface of the crushed stone aggregate layer, and as needed. Accordingly, this is a simple paving method that uses vibrating rollers and the like to infiltrate and fill the voids.

By fixing the particles on the surface of the paving aggregate, the surface will not be roughened by impact or rake when the slurry with the above composition is spread, and the finishing process can be simplified. Not only that, but it can also shorten the amount of time required.

In the above method, since the particle size of the aggregate used is large, the surface irregularities become large, and in order to achieve good flatness during finishing, it is necessary to increase the amount of grout slurry on the surface. However, this is a problem because the friction coefficient of the road surface decreases. Therefore, if crushed stone aggregate with a small particle size and a certain degree of porosity is sprinkled on the surface, the unevenness of the surface will be reduced, and at the same time, the coefficient of friction of the road surface will be increased. Mixtures of these can be used, with No. 7 crushed stone being particularly preferred.

Furthermore, if a slurry of adhesive, asphalt, or a quick-hardening hydraulic substance is sprayed on the roadbed before the aggregate is spread evenly on the roadbed, when filling the slurry,
There is no risk of moisture in the slurry moving to the roadbed and causing poor curing or filling due to lack of moisture.In this case, stone powder is mixed into the milk of the adhesive, Askuald, and hydraulic material, or moistened stone powder is used. By spreading the material after leveling it, you can save on the amount of material to be sprayed in advance.

As the fast-curing material used in the 'wl easy paving method of the present invention, a fine powder containing 50% by weight or more of a carunium aluminate compound to which type 1 anhydrite is added is used. In this case, calcium oxide and carunium aluminate compounds in cement undergo a hydration reaction to produce calcium aluminate hydrate, and further, a hydration reaction between this calcium aluminate hydrate and type anhydrite causes the formation of calcium aluminate hydrate. r, acicular crystal ettringite (
3CaO-A 1. Q, .CaSO412H,O) is generated and rapidly hardens to develop initial strength.

Furthermore, in the long term, calcium silicate-based hydrates in Bortland cement and mixed cement contribute to the development of strength.

Furthermore, other fast-hardening hydraulic substances can be used as long as they initially produce ettringite in the presence of CaO and then undergo the same hydration reaction as described above.

Regarding the combination of Boltland cement and fast-setting hardening material, if a large amount of fast-hardening hardening material is used, the initial strength will be high and the growth rate of long-term strength relative to the initial strength will be small. show.

If the amount of setting modifier added is small, the time required to maintain the desired fluidity after kneading will be shortened, and if it is increased, it will be longer. However, since the setting modifier effect is due to a chemical reaction, It is necessary to adjust the blending ratio depending on the temperature.

By using a water reducing agent and a fluidizing agent, the W/C for obtaining a predetermined fluidity can be reduced.

If the W/C is increased, the fluidity of the slurry increases, but the strength tends to decrease.

The same effect can be obtained even if only a water reducing agent is used and water is used in an amount of 5 to 20% by weight.A fluidizing agent alone is used in an amount of about 5 to 20% by weight, and even when both are used in combination, similar effects are obtained.

The water reducing agent and fluidizing agent may be used as long as they meet the JIS standards for admixtures or are equivalent.

Furthermore, the porosity of the aggregate layer soaked with the slurry is 10
If it is smaller than %, the permeability will be poor, and if it is larger than 50%,
The amount of the grout slurry used increases, the unit price increases, which is not only uneconomical, but also deteriorates durability such as wear resistance, which is disadvantageous. Furthermore, if the maximum particle size of the aggregate used in the surface layer is larger than 13 squares, the surface will become uneven, and if it is smaller than 1.2 squares, the penetration of the grout material will be poor, which is not preferable.

Next, the permeable simple paving method of the present invention will be explained using specific examples, but the present invention is not limited to the following examples.

[Example] The materials used in this example are shown below.

Cement: Mitsubishi Mining Cement Co., Ltd., Voltland cement fast-hardening material Mitsubishi Mining Cement Co., Ltd. Coca Ace (registered trademark) Calcium aluminate hardening agent setting regulator Coca Setter (registered trademark) (Mitsubishi Mining Cement Co., Ltd.) Water reducing agent Hozolith Hozolith #70 (water reducing agent) manufactured by Bussan Co., Ltd. After spreading the aggregate with particle size A and porosity shown in Table 1 to a thickness of 15 cm in a 3 x 10 m area, it was rolled and compacted to form the lX1 shown in Figure 1.
The pavement was divided into 30 sections, with m being one section, and the following pavement test was conducted.

First, in order to observe the adhesion status of the surface particles of the aggregate layer during each spraying, an asphalt emulsion called Nipposol PK-3 manufactured by Nippon Paido Co., Ltd. was applied to compartments 1 to 3 at a rate of 1 and 8 l/vs, respectively. 3.64!/m”
,0,9 ffi/m" (asphalt emulsion mixed with water
A slurry of grout material (diluted to 20% diluted) and A grout material shown in Table 2 was slurried to bond the particles of the aggregate surface layer. /m", 3.61/
*”, 5.+Il/la”, spread on the surface of the crushed stone aggregate that has been leveled and compacted, and after 30 minutes, rub the surface of the aggregate with a rubber rake and observe the adhesion status of the crushed stone aggregate particles. As a result, the asphalt emulsion was 2.5 to 3. It is possible to fix surface aggregate particles by spraying adhesive slurry at a rate of 1.8 to 3.6 ffi/■1 at a rate of about i/-1.
found.

Next, fast-setting cement and grout were applied, and the results of the installation were observed.

[Example 1] 100 parts by weight of ordinary cement was mixed with 25 parts by weight of the above-mentioned quick-hardening hardening material Koka Ace (manufactured by Mitsubishi Mining Cement Co., Ltd.) at W/C = 80% to form a quick-hardening cement material. 0.2 parts by weight of Caucasetter was added to 100 parts by weight of the fast-hardening cement material obtained to form a slurry for adhering aggregates.

Historically, using this slurry as a grout material, W/C = 50
Alternatively, knead with 55%, and then add commercially available Pozolith #
70 water reducing agent was kneaded at 0.5 weight percent and W/C=45% to prepare a filling grout material slurry.

Asphalt emulsion was installed in sections 7 to 9, 3,617 m long.
"In sections 10 to 12, a slurry of adhesive was sprayed at 1.8 p/m, and after curing, a slurry of grout of composition C in Table 2 was applied to section 7.10. The grouting slurry of composition B in Table 2 was sprayed on section 8.1, and on section 9.12,
The grout slurry of formulation A in Table 2 was spread and allowed to penetrate, filling the gaps.

Although there were some problems with the flatness of the surface, very satisfactory results were obtained.

[Example 2] The following test was further conducted using a grout slurry and an asphalt emulsion having the same composition as in Example 1.

Sections 13 to 15 in FIG. 1 are filled with asphalt emulsion.
After spreading 512/m", B aggregate having the particle size distribution and porosity shown in Table 1 was spread evenly to the extent that there were no surface irregularities, and asphalt emulsion was again spread at 0.9 fi/m". Furthermore, after spraying a slurry of the grout material of composition A in Table 2 at 1,81/ee" in sections 16 to 18, the B4J4 aggregate in Table 1 was spread evenly, and Further, 0.917μ1 of the adhesive slurry was sprayed,
fixed the surface. Thereafter, a slurry of grouting material of composition C in Table 2 is applied to section 13.16, and the slurry is added to section 14.1.
7, the slurry according to formulation B in Table 2 was added to section 15.1.
A slurry according to Formulation A in Table 2 was sprayed on No. 8, allowed to penetrate, and filled into the gaps.

Next, in sections 19 to 24 in Fig. 1, aggregate B shown in Table 1 was spread to a thickness of about 1 to 2 cm, and after being compacted,
Sections 19 to 21 are filled with asphalt emulsion at a rate of 3.61/m
A slurry of the grouting material of composition A in Table 2 is sprayed on sections 22 to 24 to fix the crushed stone aggregate on the surface. 19.
22 is sprayed with a grouting slurry of formulation C in Table 2, zone 20.23 is sprayed with slurry of formulation B in Table 2, and zone 21.24 is sprayed with a grouting slurry of formulation A in Table 2. A slurry made from the grout material was spread, permeated, and filled into the gaps. After curing for a specified period, from each test section,
As a result of extracting cores from three locations and investigating the filling status, it was found that the filling status was good in all core locations.

At the same time, add crushed stone aggregate A from Table 1 to a size of 10cmΦ×20ca.
After filling it into a cylindrical formwork for concrete testing, a load of 2 tons was applied using an anthra-pressure tester, and then the asphalt emulsion of Nitsubosol PK-3 was added.
3.61/rm" and 1.81/m" made by slurrying the grout material of composition A in Table 2,
A slurry having the formulation A1B%C shown in the table was filled while vibrating on a table by break to prepare a specimen for a strength test.

The porosity of the paved aggregate at that time was 37%, and the filling condition was also good.

In addition, in a formwork of 30 x 30 x 5 cm,
of crushed stone aggregate, and filled with slurry having the composition shown in Table 2 in the same manner as above. After curing is completed, 30×5×5
A specimen from Garden C was cut out and subjected to a bending test using one point loading with a bending span of 20 cm.

The results of the compressive strength test and bending strength test according to
This is shown in Figures 2A and 2H.

[Example 3] Particle size adjusted crushed stone aggregate M specified by JIS A3001
-25 was leveled on a field with an area of 1 x 2 m and a thickness of 10 cm, and was compacted to create a roadbed. Spread it evenly on a 1 x 1 m section of the aggregate layer, and then add the mixture A of Table 2.
The slurry obtained by kneading the grouting agent according to the method at W/C = 45% was spread on a 1 x 1 m section, and then the A aggregate in Table 1 was spread to a thickness of 15 cm, and after compaction, Metacoat was applied. Acrylic resin solution (adhesive) called GS (3% by weight)
)k Mixture with grout material of formulation A in Table 2, W/C
0.9 p/m of slurry J- obtained by kneading =50%
After that, aggregate B shown in Table 1 was spread evenly to a lea thickness and rolled.

Thereafter, a mixture of the same adhesive and fast-curing material was sprayed at 1.81/s to fix the aggregate on the surface, and
A slurry according to formulation B in Table 2 was spread and then filled using a vibratory compactor. Observing the results, we found that there was very little biting into the material, and when the core was removed and the filling situation was investigated, the results were also good.

[Effects of the Invention] The permeable simple paving method of the present invention includes a step of spraying a resin-based quick-curing material on crushed stone aggregate beforehand, and a step of spraying a grout slurry after that. This method is based on a paving method that fixes crushed stone aggregate. Firstly, after preparing the roadbed, surface paving can be started immediately by simply leveling and compacting the crushed stone aggregate, which significantly shortens the construction period. Second, after the roadbed is prepared and before the crushed stone aggregate is spread, the above-mentioned material is spread on the roadbed, so that the boundary between the roadbed and the aggregate layer of the pavement is not affected. To provide a paving method that is less likely to cause insufficient curing or increased viscosity due to lack of moisture, resulting in insufficient filling. Thirdly, since the surface of the roadbed is covered with a fixed material, it is difficult to use crushed stone aggregate. After leveling, there is no digging into the material when filling the fixing slurry.
To provide a simple paving method that makes it easy to plan the purchase of materials.Fourthly, when spreading and filling the crushed stone aggregate layer with the fixed slurry, since the aggregate particles on the surface are fixed, To provide a paving method that does not roughen the surface of an aggregate layer during surface finishing and can simplify the surface finishing process after spreading.Fifth, after a certain period of time has passed after kneading, To provide a paving method that can be used for repairing arterial roads with heavy traffic, etc., because it develops strength and can be opened quickly in a short curing period.Sixth, it can also be used for surface pavement. , To provide a paving method that not only does not require large construction machines but also does not require special skills and can reduce construction costs. Seventhly, to provide a paving method that can reduce construction costs without requiring large construction machines or special skills. Seventh, To provide a paving method that does not require a special kneading plant, so there are no space or time constraints, and therefore, paving work can be easily carried out even in remote areas far away from the plant. By using crushed stone aggregate with a small particle size in the paving section, we obtained technical effects such as providing a paving method that can ensure a certain degree of surface smoothness without reducing the wear resistance of the surface.

[Brief explanation of drawings]

FIG. 1 is a plan view showing a test section using the paving method of the present invention. FIGS. 2A and 2B are graphs showing the results of a compressive strength test and a bending strength test regarding the strength of the pavement material according to the present invention. No.! Figure Figure - 1 - H H d, 3d 7d Haushi - Bd

Claims (1)

[Claims] 1. A quick-setting cement material is a mixture of 3 to 300 parts by weight of a fast-setting hardening agent to 100 parts by weight of Bortland cement or mixed cement, and 100 parts by weight of the fast-hardening cement material Set regulator 0
．． A mixture containing 1 to 2.0 parts by weight is used as a grout material, and water is kneaded in a weight ratio of 20 to 200% with respect to the quick-setting cement material to form a slurry, and the porosity is 5 to 2.0 parts by weight. In a permeable paving method in which 50% crushed stone aggregate is spread and infiltrated onto the surface of a paving aggregate layer that has been spread and compacted, A. An adhesive, asphalt, or fast-curing agent that adheres the aggregate layer; 1 selected from hydraulic substances
A step of spreading a slurry of seeds or a mixture of two or more kinds to fix the surface, and B. After step A, a step of spreading and permeating a slurry of a grout material of the above composition to fill the gap. A simple infiltration paving method. 2. After the step A and before the step B, crushed stone aggregate having a particle size smaller than that of the crushed stone aggregate and a porosity of 5 to 40% is applied to the surface of the crushed stone aggregate layer. The step of spreading a slurry of a mixture of one or more materials selected from the adhesive, asphalt, or a fast-curing hydraulic material is performed again, and then step B is performed. The permeable simple paving method according to claim 1. 3. Before step A, spread aggregate having a particle size smaller than that of the aggregate and a porosity of 5 to 40% on the surface of the aggregate layer to a layer thickness of 50 mm or less. 2. The permeable simple paving method according to claim 1, characterized in that: step A is carried out, and then step B is carried out. 4. The above-mentioned grout material contains the grout material of the above-mentioned composition and water in an amount of 20 to 200% by weight based on the quick-hardening cement material.
At that time, 0.05 to 5% by weight of a water reducer and/or 0.05 to 10% by weight of a fluidizing agent are added to the fast-setting cement material. The permeable simple paving method according to any one of claims 1 to 3. 5. The above adhesive is made of natural rubber and synthetic polymers (resin,
The emulsion according to claims 1 to 4, characterized in that the emulsion is selected from emulsions in which fine powders of natural rubber and synthetic polymers are dispersed in water, and emulsions in which fine powders of natural rubber and synthetic polymers are dispersed in water. The penetration simple paving method described in any of the above. 6. The above asphalt is straight asphalt,
Either one type of asphalt emulsion or cutback asphalt, straight asphalt is 130~
180°C, the asphalt emulsion is heated to 5 to 60°C, and the cutback asphalt is heated to 40 to 140°C and liquefied. Paving method. 7. The above-mentioned quick-hardening hydraulic substances include jet cement, a mixture of jet cement and Boltland cement or mixed cement mixed with a setting modifier, and combinations of Boltland cement or mixed cement and a fast-setting hardening agent. Claims 1 to 3, characterized in that the cement is selected from those blended with a regulator, and is made into a paste by kneading water and the quick-setting cement in a weight ratio of 30 to 300%. 4. The simple permeable paving method according to any one of 4. 8. After spreading the grout, adhesive, asphalt, and quick-setting hydraulic substance onto the roadbed to be paved, spread the aggregate, level it, and compact it to create a paving aggregate layer; 8. The permeable simple paving method according to any one of claims 1 to 7, characterized in that step A is performed first, and then step B is performed. 9. The setting regulator is selected from citric acid, tartaric acid, gluconic acid, or a salt thereof, and an organic acid setting retarder that is one or a mixture of two or more of these, and an alkali carbonate. The permeable simple paving method according to any one of claims 1 to 8.