JP2016199934A5 - - Google Patents

Description

Mortar or concrete spraying method and apparatus and direct injection device in additional water outlet

The present invention relates to a mortar or concrete spraying method and apparatus and a direct injection device in an additional water outlet .

  In Patent Document 1 below, for example, an apparatus used in a so-called separate shot method (abbreviated as SS method) in which fine aggregate (sand) and cement milk constituting a mortar material are separately pumped and then mixed and sprayed. An aggregate pumping machine for supplying not only the fine aggregate but also a part of the water constituting the mortar material (hereinafter referred to as additional water) via the transport hose forming the aggregate supply path, and the fine aggregate Cement milk supply means for supplying cement milk separately from the additional water, mixing means for mixing the fine aggregate and additional water and the cement milk, and a spray nozzle for spraying the mortar material obtained by mixing A mortar spraying device is disclosed. In addition, the said additional water is the amount of water added to the sand as a fine aggregate, the surface water amount of sand is measured beforehand, and the water of the shortage of a set amount of water is added as additional water.

  In this apparatus, as shown in FIG. 3, the fine aggregate 8 and the additional water 12a that are directly charged into the aggregate supply unit 20 of the aggregate pumping machine 9 are stirred and mixed in the machine, and then stirred and mixed. The fine aggregate 8 and the additional water 12a are supplied to an outlet 22 installed so as to communicate with the lower part of the aggregate supply unit 20, and compressed air (also referred to as high-pressure air or compressed air) for feeding aggregate in the outlet 22 is provided. After joining with 21, it is pumped into the transport hose 15. The internal space of the outlet 22 includes a portion where the finely mixed fine aggregate 8 and the additional water 12a merge with the high-pressure air 21. And the said outlet 22 is comprised with a cylinder, for example, and the internal diameter is larger than the said conveyance hose 15 which forms an aggregate supply path, Comprising: One end side (fine aggregate delivery outlet side) makes a squeeze-like feeling The taper portion T is formed, and a male screw portion for connecting the transport hose 15 concentrically is formed on the outer peripheral surface portion of the delivery port, while the other side can be supplied with the high-pressure air 21 from the air compressor. Thus, the air hose (pressurized pipe) 10a connected to the air compressor is concentrically connected.

Japanese Patent No. 4229260

However, in the mortar spraying device as described in Patent Document 1, the fine aggregate 8 and the additional water 12a supplied from the aggregate supply unit 20 of the aggregate pump 9 to the outlet 22 are used as the high-pressure air 21. At the same time, there is a problem in that fine aggregate fine particles (clay) G are stuck in the outlet 22 when being sent from the outlet 22 to the conveying hose 15. That is, the fine aggregate particles G adhere to the inner wall of the outlet taper portion T, which causes the outlet 22 to be blocked, or the fine aggregate particles G attached to the taper portion T are peeled off by the high pressure. There is a problem that the transport hose 15 pulsates due to the flow into the downstream transport hose 15 from the bottom.

  Moreover, the water cement ratio (W / C) of the mortar material obtained by mixing the fine aggregate 8 and the additional water 12a supplied from the aggregate pumping machine 9 and cement milk is 55-55 in the conventional SS method. 60%. As an example, in the conventional SS method, as a technique that enables stable pumping of fine aggregates, which are the main materials of mortar, about 3.5% on fine aggregates having an average surface water ratio of around 4% ( By adding about 7 liters of water and increasing the fine aggregate surface water ratio to about 7.5%, the fine aggregate can be stably pumped. That is, in the conventional SS method, a large amount of additional water of about 7 liters is used so that fine aggregate fine particles are not stuck in the outlet as much as possible. Therefore, when converted to one batch of mortar, the actual situation is that the water cement ratio (W / C) is increased by about 14%, and 55% mortar having a high water cement ratio (W / C) is produced. For this reason, in the conventional SS method, it has been extremely difficult to produce high quality mortar that requires a low water cement ratio (W / C) of about 45%.

The present invention has been made taking into account the above-mentioned matters, it is possible to avoid the outlet in adhesion of fine aggregate particles was responsible for the fine aggregate occlusion, further, feed Ahn pressure fine aggregate It is an object of the present invention to provide a mortar or concrete spraying method and apparatus capable of reducing the amount of additional water per batch required for the above, and a direct injection device in an additional water outlet .

To achieve the above object, the invention according to a first aspect of the present invention, the mortar or concrete spraying method of performing a blowing aggregate and cement milk and the combined mixed with the resultant mortar material or concrete materials The mortar or concrete is characterized in that a part of water constituting the mortar material or concrete material is added into the air upstream from a location where the aggregate and the air for feeding the aggregate are merged. Provide spraying method.

From another standpoint, the invention according to claim 2 of the present application, a mixing means for mixing the aggregate and cement milk, and a spray nozzle for spraying the mortar material or a concrete material obtained by mixing In the mortar or concrete spraying apparatus provided, a part of the water constituting the mortar material or concrete material is added into the air upstream from the location where the aggregate and the air for feeding the aggregate are merged A mortar or concrete spraying device is provided.

  The aggregate feeder includes an aggregate supply unit and an outlet that communicates with the aggregate supply unit, and aggregates and air for feeding the aggregate are merged. An upstream side of the outlet is connected to an air compressor. A connected air hose is connected, and a water injection pipe for the addition is provided between the upstream side and the downstream side of the air hose from where the aggregate joins with the air for feeding the aggregate. Is preferred.

  In the invention according to claims 1 and 2 of the present application, the aggregate supplied from the aggregate supply unit joins the air for supplying the aggregate with a part of the water constituting the mortar material or the concrete material (additional water). By adding to the air upstream from the location, additional water can be made into a mist (mist) water by the air for feeding the aggregate, and the aggregate can be used to feed the aggregate by the water that has become mist. It is possible to prevent sticking to the inner wall of the place where the air meets. Therefore, (1) aggregate fine particles adhere to, for example, the inner wall of the outlet taper portion, and the outlet is blocked due to this, or (2) the aggregate stuck to the inner wall is high pressure of air for pumping aggregate It is possible to avoid occurrence of a situation in which the aggregate supply path pulsates due to the separation and flow into the downstream aggregate supply path.

  Further, for example, an aggregate pumping machine includes an aggregate supply unit and an outlet that communicates with the aggregate supply unit and into which aggregate and air for pumping aggregate are merged. An air compressor is provided upstream of the outlet. When a connected air hose is connected, and a water injection pipe for the addition is provided between the upstream side and the downstream side of the air hose from where the aggregate joins with the air for sending aggregate pressure Can add additional water directly into the outlet through this water injection pipe and hydrate it. (1) In the conventional SS method, for example, fine aggregate fine particles adhering to the outlet that caused fine aggregate blockage, It can be avoided by the additional water that has become mist by the air for pumping the aggregate. (2) Also, the fine aggregate fine particles adhering to the outlet are peeled off by the high pressure of the air for pumping the aggregate and flow into the downstream aggregate supply path, which causes the aggregate supply path to The occurrence of pulsation can be avoided.

  Furthermore, the amount of additional water is less than the amount of additional water used in the conventional SS method by pouring additional water directly into the outlet, for example, and making it mist-like (mist-like) with the air for feeding aggregates. By simply using the additional water, blockage of the aggregate pumping machine and pulsation of the aggregate supply path due to aggregate fine particles can be avoided. In other words, in the conventional SS method, for example, about 7 liters of additional water per batch of mortar required for stable pumping of fine aggregate is reduced to about 2 liters by about 5 liters (10% in terms of W / C) (reduction) It is possible to easily produce high quality mortar with a low water cement ratio, that is, W / C 45%, which is impossible with the conventional SS method. That is, the 55% water cement ratio (W / C) of the mortar in the conventional SS method can be reduced by 10% to 45%, and the mortar design standard strength can be reduced from 18 N / mm @ 2 to 24 N / in the conventional SS method. It can be improved to mm2.

BRIEF DESCRIPTION OF THE DRAWINGS It is whole structure explanatory drawing which shows one Embodiment of this invention. It is explanatory drawing which shows roughly the structure of the aggregate pumping machine used in the said embodiment. It is explanatory drawing which shows a prior art.

  Hereinafter, an embodiment of the present invention will be described with reference to FIGS.

  FIG. 1 shows the formation of a frame 2 by spraying a mortar material 1 obtained by mixing sand and water as aggregates supplied from an aggregate pump and cement milk supplied from cement milk supply means. The situation and the greening protection situation of the slope N by the spraying of the vegetation base material 3 are shown.

  Specifically, a net 4 such as a wire mesh is stretched on the slope N, and reinforcing bars 5 are arranged on the net 4 in a lattice shape to form a normal frame spraying portion. While the curing sheet 6 is disposed, the mortar material 1 is sprayed so as to cover the grid-like reinforcing bars 5 to form the grid-like method frame 2, and then the curing sheet 6 is peeled off, and plant seeds and fertilizer are applied. The contained vegetation base 3 is sprayed into the frame 2 to protect the slope N from greening.

  In this embodiment, mortar material in which cement, sand as fine aggregate, and water are mixed as spray material will be described, but the present invention is cement, sand as fine aggregate, Needless to say, the present invention can also be applied to concrete materials in which gravel, gravel, crushed stone, and the like as coarse aggregate and water are mixed.

  The mortar material spraying device F (hereinafter referred to as mortar spraying device) F supplies sand 8 as fine aggregate not containing cement and water (hereinafter referred to as additional water) 12a (see FIG. 2). Pump 9 as a cement milk supply means for supplying cement milk 13 formed by mixing machine 9, air compressor 10 connected to this aggregate pump 9 and cement 11 and water 12b (for example, piston type pump) , A squeeze pump) 14 and the sand 8 and additional water 12a that are pumped through a transport hose (for example, rubber hose) 15 that forms an aggregate supply path, and the cement milk 13 (11 that is pumped through a hose 16). , 12b) are mixed and discharged as a mortar material 1, a portable mixing device 17 as a mixing means, and a mortar material 1 obtained by mixing More becomes mainly a mortar material spray nozzle 1a for blowing.

  Furthermore, the mortar spraying device F has a hose 19 for feeding mortar material connected to the mortar discharge port 18 of the portable mixing device 17, and the mortar material spraying nozzle 1 a is provided at the tip of the hose 19. It has been. Moreover, the conveyance hose 15 which forms the aggregate supply path which pumps the sand 8 and the additional water 12a consists of a connection hose having a length of about 400 m at the maximum, and this connection hose 15 has a number of short hoses of about 20 m. Concatenated. Further, the sand 8 and the water 12a are compressed air (high pressure air or compressed air) supplied from the air compressor 10 via an air hose (pressurized pipe) 10a connected to the air compressor 10 for feeding aggregate. ) Is discharged from the discharge port 9a of the aggregate pump 9 by a predetermined discharge amount.

  The supply amount of the cement milk 13 (11, 12b) pumped by the pump 14 is set and changed by a discharge amount gauge provided in the pump 14, and is pumped through the conveyance hose 15 measured in advance or in real time. Of the sand 8 and water 12a and the cement milk 13 (11, 12b) by adjusting the discharge amount of the cement milk 13 (11, 12b) by the pump 14 according to the pumping amount of the sand 8 and water 12a The ratio can be controlled arbitrarily.

  Hereinafter, a characteristic configuration will be described.

  In FIG. 2, the aggregate pumping machine 9 includes an hopper 20 a into which sand 8 as a fine aggregate not containing cement is charged, and an aggregate supply unit 20 including a stirring and mixing portion 20 b that stirs and mixes the loaded sand 8. 20 and an outlet 22 that communicates with the stirring and mixing portion 20b of the aggregate supply unit 20 and into which the fine aggregate 8 and the air 21 for feeding aggregate are merged. 23 is a communication part provided with an on-off valve (not shown). The outlet 22 is constituted by a cylindrical body or a tubular body, and an inner diameter (hereinafter referred to as an outlet inner diameter) D just below the communication portion 23 is larger than an inner diameter d1 of the transport hose 15 forming an aggregate supply path. A tapered portion T is formed with one end side (outlet side) narrowed, and an external thread portion m for connecting the transport hose 15 concentrically to the outer peripheral surface portion of the outlet (discharge port) 9a. The other end is connected concentrically with an air hose (pressurized pipe) 10a connected to the air compressor 10 so that the high-pressure air 21 from the air compressor 10 can be supplied. The outlet inner diameter D is larger than the inner diameter d2 of the air hose 10a, and the other end side of the outlet 22 is narrowed to form a tapered portion T '. Reference numeral 25 denotes a joint for connecting the transport hose 15 and the outlet 22 via the male screw part m. And the air hose 10a is connected to the upstream side of the outlet, and the location where the fine aggregate 8 merges with the aggregate pressure air 21 (the region directly below the communication portion 23 shown by S in FIG. 2). A water injection portion 26 for adding additional water 12a is provided between the upstream side and the downstream side of the air hose 10a. That is, the water injection section 26 includes a cylindrical body 30 that is connected between the air hose 10a and the outlet 22 via joints A and B, respectively, and a flexible additional water 12a injection hose 31. The inner diameter of the cylinder 30 is the same as the inner diameter d2 of the air hose 10a, for example, 32 mm. And the said cylinder 30 is provided with the connection port 31a to which the downstream end of the hose 31 for flexible additional water 12a water injection is connected to the intermediate part between the couplings A and B so that communication is possible.

  Thus, the additional water 12a is poured into the outlet 22, and the additional water 12a is made mist-like (mist-like) by the air 21 for feeding aggregate pressure, so that the additional water 12a flows along the inner wall of the outlet. The unique direct water injection method in the outlet is adopted. In other words, the conventional SS method, in which 7 liters of additional water required for one batch is added directly into the aggregate supply unit 20 together with the sand 8 at the time of material change for each batch, for the fine aggregate stable pumping. The water injection unit 26 is newly provided between the upstream side of the outlet 22 installed in the lower part of the aggregate supply unit 20 in the aggregate feeder 9 and the air hose (pressurized pipe) 10 a connected to the air compressor 10. Through this water injection section 26, for example, 11.1 cc (2 liters / 3 minutes) of additional water 12a per second is continuously poured directly into the outlet 22 to be hydrated. Generation of flow can be suppressed. As a result, it is possible to avoid adhesion of fine aggregate fine particles in the outlet, which was a cause of fine aggregate blockage in the conventional SS method, and in the conventional SS method, it is necessary for stable pressure feeding of the fine aggregate. It was possible to reduce (reduce) 7 liters of additional water 12a per batch up to 2 liters to 5 liters (10% in terms of W / C), which was impossible with the conventional SS method. It becomes possible to easily produce high-quality mortar with a cement ratio of 45% W / C.

That is, the mortar material 1 obtained in this embodiment is
Cement: Sand: Additional water 12a + water 12b = 1: 4: 0.45. The specific blending amount of the mortar material 1 is obtained by adding 22.5 liters of the total amount of the additional water 12a and water 12b to 50 kg cement and 200 kg sand per batch, for example. On the other hand, the mortar material obtained by the conventional SS method has a blending ratio of cement: sand: additional water 12a + water 12b = 1: 4: 0.55, and the specific blending amount of the mortar material is, for example, A total of 27.5 liters of additional water 12a and water 12b is added to 50 kg cement and 200 kg sand per batch. Therefore, when 22.5 liters of this embodiment is subtracted from the conventional 27.5 liters, the additional water 12a can be reduced (reduced) by 5 liters. The amount of water 12b used in the cement milk 13 is the same in this invention and in the conventional SS method.

  Thus, in the present invention, for example, by providing the water injection part 26, it becomes possible to completely avoid the adhesion of fine aggregate fine particles in the outlet, which was the cause of the fine aggregate blockage in the conventional SS method, and In the conventional method, for example, 7 L (liter) of additional water required for stable pumping of fine aggregate is reduced to 2 L (liter) by 5 L (liter) (water cement ratio; 10% by W / C conversion, (W / C 55% → 45%), making it possible to easily produce high-quality mortar with a low water cement ratio and W / C 45%, which was not possible with conventional methods. The reference strength can also be improved from the conventional 18 N / mm @ 2 to 24 N / mm @ 2.

  Further, the direct injection method (apparatus) in the additional water outlet, in which the additional water 12a is directly injected into the outlet 22 through the hose 31 for water injection and added to the outlet 22, is supplied by water that is abundant in nature and is pumped. A system developed as a technology that enables long-distance pumping by high-pressure air (compressed air) by drastically reducing both the frictional resistance generated between the material and the outlet 22 and the frictional resistance generated between the pumping material and the conveying hose 15. It is. Therefore, by using the system in which the water injection section 26 is installed, the frictional resistance generated between the pumping material and the outlet 22 and the pumping material and the transport hose, which has been an obstacle at the time of long-distance pumping. Therefore, it is possible to easily reduce the frictional resistance generated between the mortar and the mortar 15 and is effective as a long-distance / high-lift pumping means for mortar or concrete of the SS method.

And by this system (by the installation of the water injection part 26), a necessary film in the outlet by the additional water necessary for preventing the fine aggregate particles from adhering to the inner wall of the outlet (the film formed by the additional water on the inner wall of the outlet) The film thickness of) is considered to be at least about 0.1 mm if the film thickness is about 0.1 mm that is sufficient to avoid adhesion of fine aggregate fine particles in the outlet based on the boundary layer theory. For example, the flow rate of the air 21 is 20 m / sec, and the required additional water amount per batch used in this system is 42 mm from the outlet inner diameter D, from the water injection part 26 to the outlet taper part T where the fine aggregate particles are attached. When the distance H is 1.0 m and the thickness of the coating capable of avoiding fine aggregate fine particles in the outlet is 0.1 mm,
Since the inner circumference of the outlet with an inner diameter D of 42 mm is 2 × π × (D / 2) and the film thickness is 0.1 mm, the required additional water amount (cc) per 1 mm of the outlet is
2 × 3.14 × 21 mm × 0.1 mm × 1 mm = 13.188 mm 3 / mm → about 0.01 cc / mm
Therefore, the required additional water volume per 1.0 m of outlet extension is
1,000 mm × 0.01 cc / mm≈10 cc → 0.01 L (liter).
That is, 0.01 L (liter) of additional water sufficient to avoid adhesion of fine aggregate particles in the outlet between 1.0 m from the water injection section 26 to the outlet taper portion T, which is the adhesion site of the fine aggregate particles. If it is continuously supplied into the outlet every second, every second, it becomes possible to avoid clogging due to fine aggregate particles adhering to the outlet according to the boundary layer theory, and the water cement ratio (W / C) of the SS method is 55 % To 45%, and it becomes possible to establish a high quality mortar production pumping system with a water-cement ratio (W / C) of 45%. Of course, the amount of additional water required varies depending on the distance H from the water injection section 26 to the downstream end of the outlet (the end of the outlet taper T where the fine aggregate particles are attached) and the inner diameter D of the outlet. It is necessary to adjust as necessary. Further, the above is an example, and it is only necessary to add additional water that does not allow fine aggregate fine particles to adhere to the outlet, and it goes without saying that the present invention is not limited to the numerical values of this example.

  That is, in order to continuously feed the SS mortar in 3 minutes per batch, 1.8 L (liter) per batch, that is, (0.01 liter / second) × 180 seconds = 1.8 liter / If about 2.0 liters of additional water is continuously supplied into the outlet 22 every second, every second for 3 minutes, it becomes possible to avoid clogging due to adhesion of fine aggregate fine particles in the outlet according to the boundary layer theory, It is possible to reduce the water cement ratio (W / C) of the SS method from 55% to 45%, and it is possible to establish a high quality mortar production pumping system with a water cement ratio (W / C) of 45%. Can be. In addition, in order to further reduce the 1.8 liters of additional water per batch used when this system is used, it is of course possible to add a lubricant to the additional water.

  In the above-described embodiment, a part of the water (additional water) 12a constituting the mortar material 1 is placed in the air 21 upstream of the portion S where the fine aggregate 8 and the air 21 for feeding aggregate are merged. As a configuration to be added, a cylindrical body 30 in which a hose 31 for pouring additional water 12a is connected between the upstream side of the outlet 22 and the air hose (pressurized pipe) 10a is connected to the upstream end of the outlet 22 by a joint B. However, the present invention is not limited to this. For example, a donut-shaped hollow body that forms an annular flow path is used, and a hose for additional water injection is connected to the hollow body, and the inner peripheral surface of the hollow body is circular from the hose for additional water injection A plurality of water discharge holes for discharging water flowing through the flow path are formed in the circumferential direction, and the additional water discharged from these water discharge holes is made into a mist (mist) by the air 21 for feeding aggregate pressure. If it is a thing, since the film | membrane by additional water can be formed uniformly on an outlet inner wall, it is preferable. The hollow body having such a configuration is installed between the upstream side of the outlet 22 and the air hose (pressurized pipe) 10a in place of the water injection section 26.

  In the present invention, the inner diameter D1 of the outlet and the inner diameter d1 of the conveying hose, and the inner diameter d2 of the outlet inner diameter D and the air hose (pressurized pipe) may be the same.

1 Mortar material 1a Spray nozzle 8 Aggregate 9 Aggregate pump 12a Part of water (additional water)
13 Cement Milk 14 Cement Milk Supply Means 17 Mixing Means 21 Air for Aggregate Feeding F Mortar Spraying Equipment S Where to Join

Claims (3)

In the mortar or concrete spraying method of performing a blowing aggregate and cement milk and the mixed combined and resulting mortar material or concrete materials, a portion of water constituting the mortar material or a concrete material, wherein A method for spraying mortar or concrete, characterized in that the mortar or concrete is sprayed into the air on the upstream side of the location where the aggregate and the air for pumping the aggregate meet. And mixing means for mixing the aggregate and cement milk, the mortar or concrete spraying device comprising a spray nozzle for spraying the mortar material or a concrete material obtained by mixing, the mortar material or a concrete material A mortar or concrete spraying device configured to add a part of the water to be formed into the air upstream of a portion where the aggregate and the air for feeding the aggregate are merged . Consists of a cylindrical body or a tubular body, and has an outlet to which a transport hose is connected to one end and an air hose is connected to the other end, and additional water added to the air from the air hose is in a mist shape. It is comprised so that it may flow along the said inner wall of an outlet, The direct injection apparatus in an additional water outlet characterized by the above-mentioned.