JP2845338B2 - Simple infiltration pavement method - Google Patents

Description

[Detailed Description of the Invention] [Industrial application field] According to the present invention, when a road is rigidly paved with a hydraulic material such as concrete, construction is completed in a short time, and the road can be opened in a short time. Naturally, it relates to a pavement method that is easy to construct.

[Problems to be Solved by Conventional Techniques and Inventions] Conventional pavement methods include concrete pavement and asphalt pavement. In the concrete pavement method, cut quarry, grain size adjustment quarry, and the like are previously determined on a roadbed. According to the traffic volume, spread the concrete to the specified thickness specified by the concrete pavement outline, etc., spread the concrete to the specified thickness on the roadbed created by unevenness adjustment and compaction, finish the surface to the specified accuracy, and After curing, she was open.

In the case of such a concrete pavement, the curing strength in the field of the concrete specimen is 35 kg / cm ² or more, and in the case of ordinary Portland cement, a curing period of about two weeks is required. Furthermore, in the case of concrete pavement, it is necessary to use a spreader, a finisher, a surface finishing machine, a jointing machine, etc. during normal operation, because concrete with poor consistency with a standard of 2.5 cm slump is used. In addition, when performing small-scale pavement, not only technicians and workers who use tools to compact the surface using a vibrator and finish the surface to a predetermined accuracy are required, but also require time to perform the pavement. Was. Therefore,
It is unsuitable for repairing roads in use and has other drawbacks such as higher unit prices.

After the crushed stone aggregate whose particle size has been adjusted to a predetermined porosity is spread to a predetermined thickness and rolled, a predetermined amount of Portland cement or mixed cement, a quick-curing agent-forming material and a setting modifier is blended. In the pavement method in which the grout material is kneaded, sprayed on the aggregate layer and permeated, the pavement method is simple and inexpensive, and has an effect that it can be opened early after the application, but the slurry is applied to the crushed aggregate layer. When spraying on the surface, crushed stones on the surface are peeled off and unevenness is generated in order to smooth the surface with an impact and a rake, etc., so that after the infiltration, a surface finishing step is required again.

An object of the present invention is to provide a simple pavement method that can be easily opened at an early stage with a simple execution, good execution efficiency and good durability, and a low construction unit price, in order to solve the above-mentioned conventional problems. For the purpose.

[Means for Solving the Problems] The present invention relates to Portland cement or mixed cement.
A mixture obtained by mixing 3 to 300 parts by weight of the quick-setting hardening material with respect to 0 parts by weight was used as a quick-setting cement material.
A mixture obtained by mixing 0.1 to 2.0 parts by weight of the setting modifier with respect to 0 parts by weight was used as a grout material, and water was used in an amount of 20 to 200% by weight (hereinafter referred to as W / C) with respect to the quick-setting cement material. A simple infiltration pavement method in which a crushed aggregate having a porosity of 5 to 50% is kneaded to form a slurry, and the crushed aggregate having a porosity of 5 to 50% is spread and spread on the surface of the rolled pavement aggregate layer to penetrate and fill. One or two selected from an adhesive for adhering the crushed aggregate layer, asphalt, or a hydraulic material having quick-setting properties
A step of spraying a slurry of the mixture of the above-mentioned kinds to fix particles on the surface of the pavement aggregate layer, and B. After the step A, a step of spraying and infiltrating the slurry of the grout material having the above composition to fill the gap portion. This is an infiltration pavement method characterized by including Then, after the step A and before the step B, a crushed stone aggregate having a particle diameter smaller than that of the crushed stone aggregate and a porosity of the aggregate of 5 to 40% is laid on the surface of the aggregate layer. Leveling, again applying a slurry of a mixture of one or two or more substances selected from the adhesive, asphalt or a hydraulic substance having quick-setting properties, and thereafter performing step B. This is a simple pavement method. Further, the present invention provides, before the step A, an aggregate having a particle size smaller than that of the crushed aggregate and a porosity of the aggregate of 5 to 40% on a surface portion of the aggregate layer having a thickness of 50 mm or less. And then performing rolling step A, and then performing step B. Further, the grout material is obtained by kneading the grout material having the above-mentioned composition with water in the range of 20 to 200% by weight with respect to the quick-hardening cement material (that is, in W / C). Water reducing agent for hard cement materials
It is preferable to add and knead 0.05 to 5% by weight and / or 0.05 to 10% by weight of a fluidizing agent. The adhesive is made of natural rubber and synthetic polymers (resins, plastics, rubber, fibers, etc.) as raw materials, and one obtained by dissolving in a solvent or water and dispersing fine powder of natural rubber and synthetic polymers in water. It is preferred to use one selected from emulsions. The asphalt is any one of straight asphalt, asphalt emulsion and cutback asphalt, and the straight asphalt is 13
It is preferable to use a liquid which has been heated and liquefied at 0 to 180 ° C, asphalt emulsion at 5 to 60 ° C, and cutback asphalt at 40 to 140 ° C. The quick-setting hardening material is a mixture of jet cement, a mixture of jet cement and Portland cement or mixed cement with a setting modifier, and a mixture of Portland cement or mixed cement with a quick-setting hardening material and a setting modifier. It is preferable that the grout material is obtained by kneading water and the quick-setting cement at a weight ratio of 30 to 300% to form a paste.
Also, on the roadbed to be paved, the grout material, adhesive,
Spray asphalt or hydraulic material with quick-setting,
It is preferable to harden the roadbed, then spread and aggregate aggregates for pavement, perform rolling, and then perform step A, and then perform step B. In addition, it is preferable that the setting regulator is selected from citric acid, tartaric acid, gluconic acid, and salts thereof, which are one or a mixture of two or more organic acid-based setting retarders and alkali carbonates. It is.

In the simple pavement method of the present invention, the adhesive used for surface spraying, the kneaded material of asphalt or a hydraulic substance, when sprayed with a spray or the like, has a viscosity that does not disturb the crushed aggregate of the surface layer, and When the surface is finished with a rake or the like after hardening, it is necessary that the adhesive strength be such that the crushed stone aggregate does not peel off, and that it does not impede the penetration of the grout material slurry to be sprayed.

Also, in advance, grout material, adhesive, asphalt or a hydraulic material having a quick setting or a mixture thereof, on the roadbed, or, if necessary, spread the stone powder on the roadbed, until the surface is sufficiently wet. After spraying, spread crushed aggregate, roll and roll, to create a pavement aggregate layer, if filling, the moisture of the slurry is taken away by the roadbed, poor filling or insufficient curing due to insufficient water, or Slurry penetrates into the roadbed, and it is possible to prevent accidents such as an increase in the consumption of the material.Furthermore, when kneading the grout material, a water reducing agent is added to the quick-setting cement material by 100 parts by weight. ~ 5 parts by weight and / or
Alternatively, if 0.05 to 10 parts by weight of a fluidizing agent is added, the amount of water added can be reduced. As the type of adhesive used, for example, there are an epoxy type, an acrylic type, a rubber type, etc., a solution type, an aqueous type, an emulsion (latex) type and the like. In particular, the emulsion type is commercially available for polymer cement. However, attention must be paid to the bonding time. In addition, if the adhesive is not used alone but is added to the cement or a mixture of the cement and the quick-setting hardening material, the cost is reduced and it is economical.

Further, in the simple pavement method of the present invention, asphalt to be used is any one of straight asphalt, asphalt emulsion or cutback asphalt, straight asphalt is 130 to 180 ° C, and asphalt emulsion is 5 to 60 ° C. , Cutback asphalt is heated to 40-140 ° C and liquefied, and its quality conforms to Japan Road Association standard asphalt emulsion standard
And those that have passed the standards specified in Japanese Industrial Standards (JIS K2208) may be used.

Further, in the simple pavement method of the present invention, the hydraulic material having a quick-setting property used is jet cement, a mixture of jet cement and portland cement or a mixture of cement and a setting modifier, a mixture of portland cement or mixed cement. One selected from a combination of a fast-setting hardener and a setting modifier is used.

The weight ratio of water to hydraulic substance, that is, W / C, is preferably the same as the hydraulic cement material to be used, W / C = 30 to 3
Spreading is easy if the slurry is as large as 00% and has a lower viscosity than the slurry to be filled. Also, when kneading, by adjusting the addition amount of the setting regulator,
This is preferable because not only can the curing time be adjusted, but it is not necessary to arrange for each material separately.

Furthermore, in the simple pavement method of the present invention, the porosity of the crushed stone aggregate is a value obtained by calculating the porosity by the unit volume weight test method of the crushed stone aggregate according to the provisions of JIS A1104. . According to the present invention, by using the slurry kneaded in the above-mentioned composition, after kneading, for a certain period of time, it is possible to maintain the fluidity immediately after kneading,
After that, it hardens rapidly, and the strength that can open the road early is obtained.

[Operation] The present invention provides a crushed aggregate for roads (JIS A5001) on a roadbed formed according to the method specified in the pavement requirements and the like, lays down to a predetermined thickness, performs rolling compaction, adjusts the level, and then adheres. Agent,
A mixed slurry from asphalt or a hydraulic substance having fast-setting properties is sprayed to fix the crushed stone aggregate, and thereafter, the slurry kneaded with the above composition is sprayed on the surface of the crushed stone aggregate layer, and if necessary, , While using vibration rollers, etc.
This is a simple pavement method in which voids are infiltrated and filled.

By fixing the particles on the surface of the pavement aggregate, when spraying the slurry having the above-mentioned composition, impact and rake, etc., when finishing the surface, the surface is not roughened, and the finishing process can be simplified only. In addition, the construction time can be reduced.

In the above method, the particle size of the aggregate used is large,
In order to increase the unevenness of the surface and improve the flatness at the time of finishing, it is necessary to increase the amount of the grout material slurry on the surface portion, but this causes a problem that the friction coefficient of the road surface becomes small. Therefore, if a crushed stone aggregate having a small particle size and a large porosity is applied to the surface, the unevenness of the surface is reduced, and at the same time, the coefficient of friction of the road surface is increased. As the aggregate to be used for the surface layer, a single piece of No. 6 or No. 7 crushed stone specified in JIS A5001 [Rules on Road Crushed Stone] or a mixture thereof can be used, and especially No. 7 crushed stone is suitable. .

Furthermore, if a slurry of an adhesive, asphalt, or a hydraulic substance having quick-setting properties is sprayed on the roadbed before the aggregates are spread on the roadbed, the moisture in the slurry can be reduced when the slurry is filled. Does not move to the roadbed, and there is no danger of insufficient curing or insufficient filling due to insufficient moisture. At this time, if the stone powder is mixed with the adhesive, the asphalt and the hydraulic substance milk, or the wet stone powder is spread and then sprayed, the amount to be sprayed in advance can be saved.

As the fast-curing hardening material used in the simple pavement method of the present invention, when a type obtained by adding a type II anhydrous gypsum to a fine powder containing a calcium aluminate compound in an amount of 50% by weight or more is used, when kneaded with the above-mentioned composition, the cement The calcium oxide and the calcium aluminate compound undergo a hydration reaction to form calcium aluminate hydrate. Further, the calcium aluminate hydrate and the type II anhydrous gypsum form a needle crystal by a hydration reaction. Ettringite (3C
aO.Al ₂ O ₃ .CaSO ₄ 12H ₂ O) is formed and hardens rapidly to develop the initial strength. In the long term, calcium silicate hydrate in Portland cement and mixed cement contributes to the development of strength.

In addition, any other fast-setting hydraulic substance may be used as long as it produces ettringite in the initial stage in the presence of CaO and then undergoes a hydration reaction in the same manner as described above.

Regarding the combination of Portland cement and quick-setting hardening material, if a large amount of quick-setting hardening material is used, the initial strength is high,
The elongation percentage of the long-term strength with respect to the initial strength is small, and if it is small, the initial strength tends to be low.

If the addition amount of the setting regulator is small, after kneading,
There is a tendency that the time for maintaining the predetermined fluidity becomes shorter, and that the longer the time, the longer the time. However, since the setting adjustment effect is due to a chemical reaction, it is necessary to adjust the compounding ratio depending on the temperature during operation.

If a water reducing agent and a fluidizing agent are used, W / C for obtaining a predetermined fluidity can be reduced.

Increasing W / C increases the fluidity of the slurry, but tends to decrease strength.

The same effect can be obtained even when both are used in a state where only about 5 to 20% by weight of water is used in the state of using only the water reducing agent, and about 5 to 20% by weight in the case of using only the fluidizing agent.

The water reducing agent and the fluidizing agent can be used as long as they have passed the JIS standard of the admixture or are equivalent.

Furthermore, the porosity of the aggregate layer in which the slurry is infiltrated is
If it is less than 10%, permeability will be poor, if it is more than 50%,
The use amount of the grout material slurry increases, the unit price increases, and it is not only uneconomical but also inferior in durability such as abrasion resistance, which is inconvenient. If the maximum particle size of the aggregate used for the surface layer is larger than 13 mm, the irregularities on the surface become large, and if smaller than 1.2 mm, the penetration of the grout material slurry becomes poor, which is not preferable.

Next, the simple infiltration pavement method of the present invention will be described with reference to specific examples, but the present invention is not limited to the following examples.

[Examples] Materials used in the present examples are shown below.

Cement Ordinary Portland cement made by Mitsubishi Mining Cement Co., Ltd. Fast-curing hardener Made by Mitsubishi Mining Cement Coca Ace (registered trademark) Calcium aluminate hardening agent Coagulation setter Cauca Setter (registered trademark) (Mitsubishi Mining Cement Co.) Water reducer Pozzolith Bussan Pozzolith # 70 (water reducing agent) Aggregate with A particle size and porosity shown in Table 1
After laying down 5cm and rolling, roll 1x1m shown in Fig. 12
The sections were divided into 30 sections, and the following pavement tests were performed.

First, at the time of each spraying, in order to observe the state of adhesion of the aggregate layer surface particles, asphalt emulsion called Nipposol PK-3 manufactured by Nippon Pavement Co., Ltd., 1.8 / m ² , 3.
6 / m ² , 0.9 / m ² (asphalt emulsion was diluted 2 times with water) and grout material of A composition shown in Table 2 as a slurry were used to adhere the particles of the aggregate surface layer. As a slurry, 1.8 / m ² , 3.6 / m ² , 5.4 / m ² , respectively, spread and spread on the surface of the crushed crushed aggregate, after 30 minutes, rub the surface of the aggregate with a rubber rake, As a result of observing the adhesion of crushed aggregate particles, asphalt emulsion, 2.5 to 3.6 / m
About ^2, an adhesive slurry, 1.8 to 3.6 / m ² or so, if sprayed, be fixed on the surface aggregate particles are possible, it has been found.

Next, a quick-setting cement and a grout material were applied, and the application results were observed.

[Example 1] 25 parts by weight of the above-mentioned quick-curing hardener Coke Ace (Mitsubishi Mining Cement Co.) was added to 100 parts by weight of ordinary cement.
Mix at 80% W / C to form a fast-setting cement material, add 0.2 parts by weight of Caucasian to 100 parts by weight of the obtained quick-setting cement material, and add a slurry to bond the aggregate. And

Further, this slurry was used as a grout material, kneaded at a W / C of 50 or 55%, and further mixed with the same blended grout material and commercially available pozzolith # 70 with respect to the quick-setting cement material.
The water reducing agent was kneaded at 0.5% by weight and W / C = 45% to obtain a grout material slurry for filling.

In sections 7-9, asphalt emulsion was added to 3.6 / m ² ,
1.8 / m ² of slurry of adhesive in sections 10 to 12
After being scattered and cured, the slurries of the grout material of Formula C in Table 2 were sprayed and impregnated in the sections 7 and 10, and the grout material of Formula B in Table 2 was spread in the sections 8 and 11. The slurry was sprayed, and the grout material slurry of Formulation A shown in Table 2 was sprayed and infiltrated into the sections 9 and 12, and the gap was filled.

Although there were some difficulties in the flatness of the surface, almost satisfactory results were obtained.

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

In blocks 13 to 15 of FIG.
After spraying m ^2, B having the particle size distribution and porosity shown in Table 1
The aggregate was spread to such an extent that surface irregularities disappeared, and asphalt emulsion was sprayed again at 0.9 / m ² . In addition, sections 16-18
Then, 1.8 g of the grout material of the mixture A in Table 2 was slurried, and after spraying 1.8 / m ² , the aggregate B in Table 1 was similarly spread and spread. / m ^{2 was} sprayed to fix the surface. Thereafter, the slurries of the grout material having the composition C shown in Table 2 were applied to the compartments 13 and 16, respectively.
Then, the slurry according to the formulation B in Table 2 was sprayed on the sections 15 and 18 with the slurry according to the formulation A in Table 2 to permeate and fill the gap.

Next, in the sections 19 to 24 in FIG.
Spread the aggregate about 1-2cm in thickness and roll it.
For 9 to 21, spray 3.6 / m ^{2 of} asphalt emulsion and
In 2 to 24, the grouted material of the composition A in Table 2 was slurried and sprayed at 1.8 / m ² to fix the crushed aggregate on the surface. The slurry of the grout material of the composition C in Table 2 is sprayed, and the slurries of the composition B in Table 2 are sprayed in the sections 20 and 23, and the grout materials of the composition A in Table 2 are sprayed in the sections 21 and 24. Was sprayed, permeated, and filled in the gap. After curing for a predetermined period, cores were extracted from each of the test sections at three locations, and the state of filling was examined. As a result, the state of filling was good in any of the cores.

At the same time, the A crushed stone aggregate shown in Table 1 was packed in a cylindrical form for a concrete test of 10 cmΦ × 20 cm, and then a 2 ton load was applied thereto using an Ansler pressure tester. -3 asphalt emulsion obtained by slurrying 3.6 / m ² and grout material of formulation A in Table 2 1.8
/ m ² and then slurries the blends A, B, and C in Table 2 while vibrating on a table vibrator.
The specimen was filled to prepare a test specimen for a strength test.

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

In addition, a 30 × 30 × 5 cm formwork was filled with the crushed aggregate of A in Table 1 described above, and the slurry having the composition shown in Table 2 was filled in the same procedure as described above. After curing was completed, a test specimen of 30 × 5 × 5 cm was cut out, and a bending test was performed by loading a single point with a bending span of 20 cm.

The results of the compression strength test and bending strength test
2A and 2B.

[Example 3] Particle size-adjusted crushed stone aggregate M-25 specified in JIS A5001 was used.
1x2m wide, 10cm thick, flattened and rolled to form a roadbed, kneaded with limestone powder at a weight ratio of 80% by weight with water, 1x of the layer made of the aggregate Sprinkle evenly over a 1m section, and further apply the grouting agent of Formula A in Table 2 to W / C = 45.
%, The slurry obtained by kneading the mixture was sprayed over a 1 × 1 m section, the A-aggregate in Table 1 was spread to a thickness of 15 cm, rolled, and then pressed with an acrylic resin solution called Metacoat GS (adhesive Agent)
(Weight ratio 3%) and a mixture of the grout material of formulation A in Table 2 were kneaded to a W / C = 50%, and the resulting slurry was mixed with 0.9%.
/ m ² , and then the B aggregate in Table 1 was spread evenly to a thickness of 1 cm and compacted. Thereafter, the mixture of the same adhesive and the quick-curing hardener was further sprayed at 1.8 / m ² to fix the aggregate on the surface, and further, the slurry according to Formulation B in Table 2 was sprayed. It was filled using a pressure machine. Observation of the results showed that there was almost no bite of the material, and that the core was extracted and the state of filling was examined.

[Effect of the Invention] The infiltration simple pavement method of the present invention is a step of spraying a resin-based quick-curing hardening material on crushed stone aggregate, and thereafter,
It is a pavement method that fixes the crushed stone aggregate by performing a step of spraying a grout material slurry. First, after the roadbed is formed, the crushed stone aggregate is spread and rolled, and the surface layer is immediately paved. Second, to provide a pavement method that can significantly shorten the construction period, after the roadbed construction, before spreading the crushed aggregate, the above-mentioned material is sprayed on the roadbed, At the boundary between the roadbed and the pavement aggregate layer, there is provided a pavement method that is less likely to cause insufficient filling or insufficient curing due to insufficient moisture or insufficient filling. Third, the surface of the roadbed is covered with a fixed material. To be
When the crushed aggregate is spread and leveled, when filling with the slurry for fixing, there is provided a simple pavement method that does not bite the material and makes it easy to make a purchase plan of the material. Since the aggregate particles on the surface are fixed when the fixed slurry is sprayed and filled, the surface of the aggregate layer is not roughened at the time of spraying and surface finishing after spraying, and the surface finishing step after spraying is performed. Fifth, to provide a pavement method that can be simplified. Fifth, after kneading, a certain time elapses, so that the strength develops early. To provide a pavement method that can be sufficiently used for repairing many main roads, etc. Sixth, the surface pavement does not require large-scale construction machinery, and does not require special skills. Paving methods that can be cheaper Seventh, since there is no need for a special plant for kneading materials as in the case of asphalt and cement concrete pavement, there is no place and time restriction, and therefore paving work is possible even in a remote place far from the plant. Eighth, the use of crushed stone having a small particle size on the surface of the pavement ensures the smoothness of the surface to some extent without lowering the abrasion resistance of the surface. Technical effects such as providing a pavement method that can be used were obtained.

[Brief description of the drawings]

FIG. 1 is a plan view showing a test section by the pavement method of the present invention. 2A and 2B are graphs showing the results of a compression strength test and a bending strength test on the strength of the pavement material according to the present invention.

──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Jin Ogata 1 Minami-cho, Yawata-nishi-ku, Kitakyushu-shi, Fukuoka Prefecture 1 In the Research and Development Department, Kyushu Works, Mitsubishi Mining Cement Co., Ltd. 1 Minamicho 1 Mitsubishi Mining & Cement Co., Ltd. Kyushu Plant Development Research Department (72) Inventor Yasunari Maejima 1 Minami-cho, Yawata-nishi-ku, Kitakyushu-shi, Fukuoka 1 Mitsubishi Mining Cement Co., Ltd. Kyushu Plant Development Research Department (72) Inventor Nishikawa Kunihiko 1 Minamicho, Yawatanishi-ku, Kitakyushu-shi, Fukuoka Prefecture 1 Minamicho, Kyushu Office, Development Research Department, Mitsubishi Mining Cement Co., Ltd. (56) References JP-A-63-247467 ( P, A) JP flat 2-145469 (JP, A) (58 ) investigated the field (Int.Cl. ^6, DB name) E01C 7/08 E01C 7/32

Claims (9)

(57) [Claims] 1. Portland cement or mixed cement
A mixture obtained by mixing 3 to 300 parts by weight of the quick-setting hardening material with respect to 0 parts by weight is used as a quick-setting cement material.
The mixture containing 2.0 parts by weight was used as a grout material, and water was added in a weight ratio of 20 to 200 with respect to the quick-setting cement material.
% In a range of 5% to 50% to form a slurry.
% Of the crushed stone aggregate and spread on the surface of the rolled pavement aggregate layer, and infiltration and filling, the following: A. An adhesive, asphalt, or asphalt for bonding the aggregate layer
A step of spraying a slurry of one or more mixtures selected from hydraulic substances having quick-setting properties and fixing the surface; and B. After the step A, spray and infiltrate the slurry of the grout material having the above composition. And a step of filling a gap portion. 2. After the step A and before the step B, on the surface of the crushed aggregate layer, the particle size is smaller than that of the crushed aggregate and the porosity of the crushed aggregate is 5 to 40%. Laying crushed stone aggregates, again performing a step of spraying a slurry of a mixture of one or more substances selected from the above-mentioned adhesive, asphalt or a hydraulic substance having quick-setting property, 2. The simple infiltration pavement method according to claim 1, wherein B is performed. 3. Prior to the step A, an aggregate having a particle size smaller than that of the aggregate and a porosity of the aggregate of 5 to 40% is reduced to a layer thickness of 50 mm or less on the surface portion of the aggregate layer. The method of claim 1, wherein the step (A) is carried out, the step (A) is carried out, and the step (B) is carried out thereafter. 4. The grout material according to claim 1, wherein said grout material is kneaded with water in a range of 20 to 200% by weight with respect to said fast-hardening cement material. The water reducing agent is 0.05 to 5% by weight and / or the fluidizing agent is 0.
4. The simple infiltration pavement method according to any one of claims 1 to 3, wherein the kneading is carried out by adding 05 to 10% by weight. 5. The adhesive is made of natural rubber and synthetic polymer (resin, plastic, rubber, fiber, etc.) as raw materials.
The method according to any one of claims 1 to 4, wherein the method is selected from a solution dissolved in a solvent or water and an emulsion in which fine powders of natural rubber and synthetic polymer are dispersed in water. 6. The asphalt is any one of straight asphalt, asphalt emulsion and cutback asphalt.
130 to 180 ° C, asphalt emulsion is heated to 5 to 60 ° C, cutback asphalt is heated to 40 to 140 ° C, and liquefied one is used. Simple infiltration pavement method. 7. A hydraulic material having a quick-setting property, comprising: a jet cement, a mixture of a jet cement and a portland cement or a mixed cement with a setting modifier, and a mixture of a portland cement or a mixed cement and a quick-setting hardening material. 2. A paste selected from a mixture of a setting modifier and water, wherein the water and the quick-setting cement are kneaded at a weight ratio of 30 to 300% to form a paste. 5. The simple infiltration pavement method according to any one of items 1 to 4. 8. A pavement aggregate layer is formed by spraying said grout material, adhesive, asphalt, and hydraulic material having quick-curing property on the roadbed to be paved, and then laying and flattening the aggregate and rolling it. The method according to any one of claims 1 to 7, wherein the step A is performed, and then the step B is performed. 9. The setting regulator is selected from citric acid, tartaric acid, gluconic acid or salts thereof, which are one or a mixture of two or more of an organic acid-based retarder and an alkali carbonate. The infiltration simple pavement method according to any one of claims 1 to 8, characterized in that: