JP4861390B2 - Water retention block - Google Patents

Description

  The present invention relates to a water-retaining block using a filler reclaimed as a water-retaining material, a sludge cake obtained by dewatering sludge water generated from returned raw-con in a ready-mix factory.

  In recent years, the global warming phenomenon, the heat island phenomenon in urban areas, and the thermal environment around the main road in summer have become very problematic. The heat island phenomenon occurs because high-rise buildings in the urbanized area block the air flow, and heat is absorbed on the paved road surface by direct sunlight.

  In order to suppress the heat island phenomenon, an interlocking block having water retention is used as a pavement material for a sidewalk, a garden road, a parking lot, etc. (see Patent Document 1).

  In general, a water retaining block is obtained by injecting a solid material by injecting a filler having water retaining capacity into a void portion of a block mainly composed of water permeable asphalt having continuous voids, water permeable concrete and water permeable resin. And has a function of retaining water in the filler. This water retaining block has the effect of reducing the radiant heat from the pavement by lowering the temperature of the pavement on which the block is laid and the ambient temperature by utilizing the heat of vaporization of the water retained in the block. It plays. The filler used in the water-retaining block is required not only to have excellent water retention and filling properties, but also to prevent water permeability from being deteriorated and to prevent environmental pollution.

  For example, in Patent Document 2, 25 to 60 parts by mass of porous silt as a water retaining material is mixed with 100 parts by mass of cement as a filler to be filled in a void of a porous molding block using a water-permeable asphalt mixture or the like. In the P funnel test, the flow time is 9 to 15 seconds, and the water absorption after curing is 40% or more.

  Moreover, as a water retention material mix | blended with the said filler, in addition to the said porous silt, a granule of pearlite and obsidian (refer patent document 3), bentonite, diatomaceous earth, sepiolite, calcium carbonate, blast furnace slag powder, fly ash, Various things such as silica stone powder, limestone powder, silica fume (see Patent Documents 4 and 5), incinerated ash (see Patent Document 6), wood powder, paper powder (see Patent Document 7) and the like have been proposed. However, each of the fillers containing these water retention materials has advantages and disadvantages, and there are few fillers that can be satisfactorily satisfied.

  On the other hand, in the ready-mix factory, a recycling process facility for returning ready-mixed food is installed, and its effective use and recycling are being promoted. However, the raw water and the cleaning water of the Ajidata car are classified into coarse aggregate and fine aggregate by a wet trommel classifier or the like in the regeneration processing facility, but cement sludge water remains. The cement sludge water is squeezed to a water content ratio of about 100 to 200% by a dehydrating device to form a solid called a dehydrated cake. Unlike the cement, this dehydrated cake does not have a solidifying action and is not recycled, and is processed at a managed final disposal site.

JP 2004-81262 A Japanese Patent Laid-Open No. 10-46513 JP 2004-116174 A JP 2004-224672 A JP 2003-201705 A JP 2004-124504 A JP 2005-68636 A

  An object of the present invention is to provide a water retention block that effectively uses a cement sludge dewatered cake, which is an industrial waste of a ready-mix factory.

  The present inventors pay attention to the fact that the cement sludge dewatered cake has a high water content, and it is possible to recycle the cement sludge dewatered cake as a water retaining material blended in the filler of the water retaining block having a heat island suppressing effect. We thought that it could be done and conducted various studies. As a result, the present inventors have found that the cement sludge dewatered cake can be dried and finely powdered and mixed with cement and water, so that it can be suitably used as a filler for the water retention block.

That is, the present invention includes a water- retaining material obtained by drying and pulverizing a cement sludge dehydrated cake generated from a ready-mixed factory in a void of water-permeable concrete, water-permeable asphalt, or water-permeable resin , and a filler containing water and cement. It is intended to provide a water retention block characterized by being filled and cured .

  According to the water retention block of the present invention, cement sludge dewatered cake, which is industrial waste of a ready-mix factory, can be used extremely effectively as a water retention material, and the surface temperature of the pavement is significantly increased by direct sunlight in summer. Can be suppressed. Moreover, the pavement in which the water-retaining block of the present invention is laid can suppress an increase in pavement surface temperature throughout the day even without water supply on the next day if water is retained on the previous day.

Hereinafter, the present invention will be described in detail based on preferred embodiments.
First, the filler used for the water retention block of the present invention will be described. The “filler” as used in the present invention is filled in a void portion of a cured body such as water-permeable concrete, water-permeable asphalt and water-permeable resin constituting the base of the water-retaining block, and retains moisture in the cured body. It is a material that has the function of

  In the present invention, the filler contains, as a water retention material, a dried and pulverized cement sludge dehydrated cake generated from a ready-mixed factory (hereinafter referred to as dry-processed sludge cake dry powder). This dry raw sludge cake dry powder has very fine voids inside, and therefore has a high water absorption rate and excellent water retention. Therefore, the green compact sludge cake dry powder can be retained by filling the voids of the cured body such as water permeable concrete, water permeable asphalt, and water permeable resin constituting the matrix of the water retention block of the present invention with the filler. The increase in pavement surface temperature due to sunlight in summer can be suppressed by hydraulic power. Moreover, since the water retention block of the present invention using the filler as a water retention material has a large water absorption rate and excellent water retention capability, it is possible to suppress an increase in the temperature of the pavement surface for a long time without water supply. .

  The dried raw sludge cake dry powder has a maximum particle size of 1 mm or less from the viewpoint of ease of filling the voids of hardened bodies such as water permeable concrete, water permeable asphalt and water permeable resin and water retention. The maximum particle size is more preferably 0.8 mm or less. There is no particular limitation on the lower limit of the particle size of the dry raw sludge cake dry powder.

  Further, the degree of drying of the raw consludge cake dry powder is preferably a moisture content of 1.0% or less, more preferably a moisture content of 0.1 to 0.5%. It does not restrict | limit especially as a drying method, For example, it can carry out using dryers, such as a hot air dryer and an industrial dryer. Further, the powdering method is not particularly limited, and can be performed by a conventional method such as an industrial pulverizer or a rod mill.

The filler is mixed with water in addition to the dry raw sludge cake dry powder . By blending water, the filling work into the voids of the cured body such as water permeable concrete, water permeable asphalt and water permeable resin pavement becomes easy, and the filling work time can be shortened. 400 mass parts or less are preferable with respect to 100 mass parts of said raw consludge cake dry powders, and, as for the compounding quantity of water, 100-300 mass parts is more preferable.

  The kneading method and the kneading apparatus for the green raw sludge cake dry powder and water are not particularly limited, and may be kneaded by a conventional method using a conventional mixer or the like.

  When water is mixed in the filler, the flowability of the filler is 8 to 8 in the P funnel test because of the filling ability of the filler into the voids such as permeable concrete, permeable asphalt and permeable tree. The time is preferably about 18 seconds, and more preferably about 8 to 14 seconds.

Wherein the filler is added to the raw con sludge cake dry powders and water, you further blended cement. By blending cement, it is possible to prevent the filler from flowing out due to the use of the water retention block using the filler.

  As the cement, various cements such as ordinary Portland cement, early-strength Portland cement, moderately hot Portland cement, blast furnace cement, fly ash cement, eco cement, and jet cement can be used.

  When water and cement are blended in the filler, the blending amount is preferably 400 parts by mass or less of water and 400 parts by mass or less of cement with respect to 100 parts by mass of the dry dry powder of raw sludge cake. When cement exceeds 400 parts by mass with respect to 100 parts by mass of dry powder of dry sludge cake, the voids in the filler are extremely lost, the water retention function is lowered, and the effect of suppressing the increase in road surface temperature due to direct sunlight in summer Is unfavorable because it decreases.

  The blending amounts of water and cement are 100 to 400 parts by weight of water and 50 to 200 parts by weight of cement with respect to 100 parts by weight of the dry powder of raw consludge cake, from the viewpoints of filling properties and strength development of the filler and water retention. It is more preferable that 100 to 250 parts by mass of water and 50 to 150 parts by mass of cement are more preferable with respect to 100 parts by mass of the dried raw sludge cake powder.

The filler, which contains water and cement, the raw con sludge cake dry powder by kneading adding cement and water, will be similar and the properties of the semi-flexible paving cement milk, the amount of water Thus, the fluidity by the P funnel test can be adjusted, and the void of the hardened body constituting the base of the block can be easily filled by a general semi-flexible pavement construction method without requiring a special machine.

  As a preferred example of such a filler, it contains 100 parts by weight of the dry powder of raw consludge cake, 100 to 400 parts by weight of water and 50 to 200 parts by weight of cement, and the flow-down time is 8 to 18 seconds in the P funnel test. A filler is mentioned. In this case, a special kneading method and kneading apparatus for the raw consludge cake dry powder, cement and water are not required, and they may be kneaded by a conventional method using a conventional apparatus.

  In this invention, when mix | blending water and cement with the said filler, it is preferable to mix | blend a water reducing agent further. By blending a water reducing agent, it is possible to easily fill the voids of hardened bodies such as water permeable concrete, water permeable asphalt and water permeable resin, and the amount of water can be reduced. Can be increased.

  As the water reducing agent, lignin-based, naphthalenesulfonic acid-based, melamine-based, polycarboxylic acid-based water reducing agents, AE water reducing agents, high-performance water reducing agents, and high-performance AE water reducing agents can be used. The blending amount of the water reducing agent is preferably 0.5 to 1.5 parts by mass with respect to 100 parts by mass of cement from the viewpoint of the strength of the filler.

  In the present invention, the raw consludge may be included in the filler within a range that does not impair the effects of the present invention (preferably, 50 parts by mass or less with respect to 100 parts by mass of the raw consludge cake dry powder). A water retention material other than the cake dry powder can be blended.

As a water retention material other than the dried raw consludge cake dry powder, porous silt, pearlite and obsidian powder, bentonite, diatomaceous earth, sepiolite, calcium carbonate, blast furnace slag powder, fly ash, quartzite powder, limestone powder, silica fume, Incineration ash, wood powder, paper powder and the like. Also, commercial products such as Cool Babe (trade name: manufactured by Yahagi Road Co., Ltd.), Aqua Cool (trade name: manufactured by Kashima Road Co., Ltd.), Dia Twin Hosui (trade name: manufactured by Tokyo Sosou Kogyo Co., Ltd.), etc. It may be used.


Next, the water retention block of the present invention using the filler will be described with reference to the drawings. FIG. 1 is a plan view showing an embodiment of the water retention block of the present invention, and FIG. 2 is a cross-sectional view taken along line AA shown in FIG.

  A water-retaining block 1 of the present invention shown in FIG. 1 is obtained by filling the filler 2 in a void portion of a cured body based on water-permeable concrete, water-permeable asphalt, water-permeable resin, and the like. Moreover, the porosity of a hardening body becomes like this. Preferably it is 14-30%, More preferably, it is 20-25%.

  The water retention block 1 of the present invention shown in FIG. 1 is formed in a rectangular shape in plan view, and is usually a flat plate having a thickness of about 3 to 10 cm, a width of about 10 to 30 cm, and a length of about 10 to 30 cm. .

  As shown in FIG. 1 and FIG. 2, the pavement after laying is capable of passing rainwater through hardened bodies such as water-permeable concrete, water-permeable asphalt and water-permeable resin constituting the base of the water-retaining block 1. Aggregate 3 whose particle size is adjusted to increase the aggregate gap so as to have a gap is used.

  Although there is no restriction | limiting in particular as the said aggregate 3, For example, it is used as aggregates for civil engineering constructions, such as crushed stones, such as a single grain crushed stone, gravels, such as mountain gravel, river gravel, and sea gravel, or crushing, sand, etc. In addition to what is used, aggregates obtained from waste materials such as bricks, tiles, charcoal, coal, solidified ash, slag, glass, sludge, shells, wood, and resin solids can also be used. These aggregates can be used alone or in combination of two or more. Further, by using the waste material as an aggregate, the waste material can be effectively used.

  Filling the voids of the hardened body such as water-permeable concrete, water-permeable asphalt, and water-permeable resin constituting the base of the water-retaining block 1 is performed by pouring the filler into the upper surface of the block (the filler is powdered). In the case of a body, it is sprayed on the upper surface of the block) and filled into the voids of the cured body constituting the base of the block while vibrating the block and the filler with a vibro plate or a vibrating roller.

  As shown in the figure, the water retention block 1 of the present invention shown in FIG. 1 is provided with a step 4 for joints by cutting out all side edges of the upper surface of the block. Laying the water retention block while providing a uniform joint width requires skill, but by providing a step for this joint, it is easy to lay the water retention block while providing a uniform joint width. I can go.

  In the water-retaining block of the present invention, when using a filler mixed with dry raw sludge cake powder, water and cement, the top surface of the block is protected by a curing sheet to prevent the block top surface from drying out rapidly after filling with the filler. It is preferable to cover and cure.

  The water-retaining block of the present invention is not limited to the shape shown in FIG. 1, but is a rectangle, triangle, hexagon, octagon, circle, ellipse, cylinder, prism, cone, pyramid, etc. Depending on its use, installation / construction object and location, it is appropriately selected. Also, joint steps provided on the upper surface of the water-retaining block may be provided only on one side edge in the longitudinal direction rather than on all side edges of the upper surface of the block. It is set as appropriate according to the target and location.

  Further, as shown in FIG. 3, the water-retaining block of the present invention may be washed out from the upper surface of the block to expose the aggregate on the upper surface of the block in order to improve the design. In this case, in order to further improve the designability, the structure of the water retaining block may be a two-layer structure of the surface layer 5 and the base layer 6, and the aggregate 3 constituting the surface layer 5 may be a material with high designability.

  The water-retaining block of the present invention is not particularly restricted in its use, installation / construction object, or place, but can be easily carried and installed / constructed by a normal block construction method. It is possible to form a building or a civil engineering construction (water retention structure) having water retention even in the target or place. Examples of such construction and civil engineering works include (a) buildings such as office buildings, apartment houses, and general houses, (b) civil engineering structures such as road structures and underground structures, and (c) roads (sidewalks). Etc.), pavements such as plazas, playgrounds, (d) retaining walls, fences, structures such as planting structures (eg flower beds), etc. Can be used as In addition, it can be applied to various uses such as a planting block as a single unit.

  EXAMPLES Next, examples are given to describe the present invention more specifically, but the present invention is not limited to the following examples.

Example 1 (Manufacture and evaluation of filler)
1. Filler Material The following materials were used as the filler material.
1) Fresh raw sludge cake dry powder (maximum particle size 0.8mm or less, moisture content 0.2%)
2) Water (tap water)
3) Cement (ordinary Portland cement)
4) Water reducing agent (AE water reducing agent BASF manufactured by Pozzolith Co., Ltd.)

2. Preparation of Filler Using the above materials, the filler No. 1-3 were prepared respectively. Filler No. Table 2 shows the fluidity (flow time of P funnel test) and strength characteristics of 1 to 3.

Example 2 (Production and evaluation of water-retaining block based on water-permeable ascon)
The test construction was performed using the filler No. 1 prepared in Example 1. 2 was carried out.

3. Water-Retaining Block Material The base block was made of water-permeable ascon (13) and the following materials were used.
1) Asphalt: straight asphalt 60-80 Showa Shell Sekiyu KK
2) Coarse Aggregate: Made in Nippon Hamishi Kogyo Co., Ltd., Minami-gun, Mie Prefecture 3) Fine Aggregate: Made in Mihama Nambu-gun, Mie Prefecture Made in Japan, Dochi Kogyo Co., Ltd. 4) Stone powder: Mie Prefecture Member Valve Taiheiyo Cement Co., Ltd. Made

4). Preparation of water-permeable ascon (13) The material was mixed in a proportion of 80.7% by weight of coarse aggregate, 10% by weight of fine aggregate, 4.8% by weight of stone powder, and 4.5% by weight of asphalt by an asphalt plant. Kneaded at ℃. The water permeable ascon (13) was spread on a 150 cm × 150 cm × 5 cm mold and rolled with a plate compactor to produce a water permeable block having a porosity of 21%. Filler No. for the water permeable block. The filling of 2 was performed after the water permeable block was cured for 24 hours, and then the temperature of the water permeable block became normal temperature.

5. Filler Filler Filler No. 2 is poured into the upper surface of the water permeable block, and the filler is filled in the gap of the water permeable block while applying vibrations of a plate compactor to the water permeable block and the filler. 1 was completed.

6). Change with time of surface (upper surface) temperature of water-retaining block The test construction was performed in a place where direct sunlight was applied on a day with strong sunlight in summer. Water retention block No. The temperature of the surface of No. 1 was measured by a non-contact thermometer every other hour for the temperature at the center of the surface of the water retaining block.
The water retention block was replenished with water at 20:00 on the day before the measurement and covered with a sheet so as not to evaporate. The sheet was removed at 6am on the measurement day and temperature measurement was started at 7am. No water was replenished during temperature measurement. As a comparative example, the asphalt pavement surface, the concrete pavement surface, and the temperature of the Hyakuba box were also measured at the same time.
FIG. 4 shows the measurement results. From this measurement result, it can be seen that the water-retaining block of the present invention has a significantly lower surface temperature than ordinary asphalt pavement and concrete pavement.

Example 3 (Production and evaluation of water-retaining block based on permeable concrete)
7). Filler Material The following materials were used as the filler material.
1) Fresh raw sludge cake dry powder (maximum particle size 0.8mm or less, moisture content 0.2%)
2) Water (tap water)
3) Cement (ordinary Portland cement)

8). Preparation of Filler Filler No. was prepared in a blending ratio of 100 parts by weight of dry powder of raw sludge cake, 200 parts by weight of water (tap water) and 100 parts by weight of cement. 4 was prepared

9. Water-Retaining Block Material The base block was made of water-permeable concrete and the following materials were used.
1) Cement: Ordinary Portland cement Taiheiyo Cement Co., Ltd.
2) Aggregate: No. 6 crushed stone From Mihama-gun, Mihama-gun, manufactured by Nippon Doishi Kogyo Co., Ltd. Preparation of water-permeable concrete The material was kneaded by hand mixing at a blending ratio of 82.2 mass% aggregate, 13.2 mass% cement, and 4.6 mass% water. The water-permeable concrete was spread on a 30 cm × 30 cm × 5 cm mold and rolled with a flat vibrator to produce a water-permeable block having a porosity of 23%. Filler No. for the water permeable block. The filling of No. 4 was performed after curing the water-permeable block for 24 hours.

11. Filler Filler Filler No. 4 is poured into the upper surface of the water-permeable block not demolded, and a filler is filled in the space of the water-permeable block while applying vibration of a plane vibrator to the water-permeable block and the filler. 2 was completed.

12 Change with time of surface (upper surface) temperature of water-retaining block Test construction was performed indoors by installing a 400 W floodlight (manufactured by Toshiba Corporation) at a height of 30 cm from the upper surface of the water-retaining block. The surface temperature of the water retention block was measured every 10 minutes using a non-contact thermometer.
The water retention block was replenished with water at 17:00 on the day before the measurement and covered with a sheet so as not to evaporate. The sheet was removed at 12:00 on the measurement day and temperature measurement was started at 13:00. No water was replenished during temperature measurement. As a comparative example, the asphalt pavement surface was also measured at the same time. The measurement was performed until the surface of the asphalt pavement reached 60 ° C.
FIG. 5 shows the measurement results. From this measurement result, it can be seen that the water-retaining block of the present invention has a significantly lower surface temperature than the asphalt pavement.

Example 4 (Production and Evaluation of Water Retaining Block with Aggregate Exposed on Surface)
13. Water-Retaining Block Material The base block was made of water-permeable concrete and the following materials were used.
Surface layer;
1) Cement: Ordinary Portland Cement, Taiheiyo Cement Co., Ltd. 2) Aggregate: 3 minutes gravel, Minami-gun, Mie Prefecture, Nippon Hamishi Kogyo Co., Ltd.
1) Cement: Ordinary Portland cement, Taiheiyo Cement Co., Ltd. 2) Aggregate: No. 6 crushed stone, Mihama-gun, Mihama-gun

14 Preparation of water-permeable concrete The material constituting the surface layer was hand-kneaded at a blending ratio of 82.2 mass% aggregate, 13.2 mass% cement, and 4.6 mass% water. Moreover, the material which comprises the said base layer was kneaded by hand kneading | mixing with the mixture ratio of 82.5 mass% of aggregate, 13.0 mass% of cement, and 4.5 mass% of water. Separately, a 30 cm × 30 cm × 5 cm mold was prepared, and a paper waste containing an appropriate amount of a concrete retarder (BASF Pozzolith Co., Ltd.) was laid on the bottom of the mold. The material constituting the surface layer was spread on the mold to a thickness of about 2 cm. Next, the material constituting the base layer was spread to a thickness of about 3 cm. Subsequently, a water permeable block was produced by rolling with a flat vibrator. Filler No. for the water permeable block. The filling of No. 4 was performed after curing the water-permeable block for 2 hours.

15. Filler Filler Filler No. 4 was poured into the upper surface of the water-permeable block that was not demolded, and a filler was filled in the voids of the water-permeable block while a vibration of a plane vibrator was applied to the water-permeable block and the filler to produce a water-retaining block.

16. Washing out the surface (upper surface) of the water-retaining block The water-retaining block was cured in a room for 24 hours and then demolded. After removing the paper waste laid on the bottom of the formwork, the surface layer portion of the water retention block was washed out with tap water. 3 was completed.

17. Change with time of surface (upper surface) temperature of water-retaining block Test construction was performed indoors by installing a 400 W floodlight (manufactured by Toshiba Corporation) at a height of 30 cm from the upper surface of the water-retaining block. The surface temperature of the water retention block was measured every 10 minutes using a non-contact thermometer.
The water retention block was replenished with water at 15:00 on the day before the measurement and covered with a sheet so as not to evaporate, and the sheet was removed at 7:00 on the measurement day and temperature measurement was started at 8:00 am. No water was replenished during temperature measurement. As a comparative example, the asphalt pavement surface was also measured at the same time. The measurement was performed until the surface of the asphalt pavement reached 60 ° C.
FIG. 6 shows the measurement results. From this measurement result, it can be seen that the water-retaining block of the present invention has a significantly lower surface temperature than the asphalt pavement.

FIG. 1 is a plan view showing an embodiment of the water retention block of the present invention. FIG. 2 is a cross-sectional view taken along the line AA shown in FIG. FIG. 3 is a cross-sectional view showing the water retention block in which the upper surface of the water retention block of the present invention is washed out and the aggregate is exposed on the upper surface. 4 shows the water-retaining block No. manufactured in Example 2. 1 is a graph showing a change in surface temperature of 1 with time. 5 shows the water-retaining block No. manufactured in Example 3. 2 is a graph showing changes with time in the surface temperature of No. 2; 6 shows the water retention block No. manufactured in Example 4. 3 is a graph showing the change with time of the surface temperature of No. 3;

Explanation of symbols

1 Water retention block 2 Filler (including water retention material + cement)
3 Aggregate 4 Joint level difference 5 Surface layer 6 Base layer

Claims (6)

Filling and curing water- retaining material obtained by drying and pulverizing cement sludge dewatering cake generated from a ready-mixed factory into water-permeable concrete, water-permeable asphalt, or water-permeable resin voids , and filler containing water and cement. A water-retaining block featured . The filler is water-holding material 100 parts by weight, containing 100 to 400 parts by weight of water and cement 50 to 200 parts by weight, water retention block according to claim 1, wherein the time falling in P funnel test is 8 to 18 seconds. The water retention block according to claim 1 or 2 , further comprising an aggregate. Further water retention block according to any one of claim 1 to 3 including a pigment. The block is formed in a rectangular shape in plan view,
And notched at least one side edge of the upper surface of the block, water retention block according to any one of claim 1 to 4, the step for joints are provided. The washed out top of the block, water retention block according to any one of claims 3-5 comprising exposing the aggregate on the upper surface.

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