JP2006348468A - Injection method - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To propose an injection method capable of efficient and inexpensive injection work, by minimizing quantity of grout for disposal. <P>SOLUTION: This injection method completes injection into an injection hole 50 by repeating a first process of generating an injection material of optional blending in a primary mixer 10, a second process of feeding the injection material generated by the primary mixer 10 to a secondary mixer 11, and a third process of forcibly sending the injection material fed to the secondary mixer 11 to the injection hole 50. The amount of injection material generated in the first process is almost same as that of an injection material passage 20 arranged between the injection hole 50 from the secondary mixer 11, and is also generated while injecting the injection material into the injection hole 50 by the third process. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

  The present invention relates to an injection method for grout injection, leak processing, hole filling, and the like.

  Conventionally, grout injection performed for the purpose of leak treatment, spring treatment, hole filling, etc. at a dam construction site or the like is, for example, a predetermined water cement ratio (W / C) generated in a central plant as shown in FIG. The cement milk CM is pumped in units of 100 liters (L) to a mixer 110 installed at each injection point, and the mixer 110 is adjusted to a predetermined concentration by adding a diluent (water, etc.) W to the cement milk. After that, the grouting pump 130 is pumped to the injection pipe 121.

  However, the grout injection may change the composition of the grout depending on the injection stage depending on the purpose of injection and the situation of the injection site. When performing such grouting while changing the blending of the grouting using the conventional injection device 101, the grouting is performed by adding the diluent W to the grouting in the mixer 110 according to each stage. The composition of was changed. However, for the grout in the mixer 110 whose concentration and amount change with time of the injection stage and time, it is very difficult to introduce a diluent at each injection stage and adjust it to a predetermined concentration. Also, when the concentration of grout becomes high according to the injection stage, the grout in the mixer 110 is temporarily discarded, and a new cement milk CM is newly produced in a unit of 100 liters (L) in the central plant to a predetermined composition. Therefore, there is a problem that the material cost increases and a large amount of industrial waste is discharged. Here, reference numeral 121 in FIG. 2 denotes an injection tube disposed at the injection location.

Therefore, as an injection method capable of changing the composition of grout according to the injection stage, Patent Document 1 discloses a high-concentration cement milk CM generated in a central plant as shown in FIG. According to the injection stage, the grout in the grout tank 210 and the diluent in the diluent tank 211 are individually pumped, adjusted to a predetermined concentration of grout in the line mixer 212, and then passed through the injection pipe 221. A method of injecting is disclosed. In addition, the code | symbol 240 in FIG. 3 is a pressure flow volume detection part, and the code | symbol 241 is a return valve.
Further, in Patent Document 2, as shown in FIG. 4, an injection line having the same number of agitators 310, 310,... A method is disclosed in which grout of a predetermined composition is selected and injected by pumping the cement milk CM to be produced and switching the agitator according to the injection stage. Reference numeral 322 in FIG. 4 is a first switching means for switching communication between the selected agitator 310 and the injection material path 320, and reference numeral 323 indicates a predetermined grout to be returned via the return valve 341. It is the 2nd switching means which switches the communication to the injection material path for returning to the agitator 310. Reference numeral 340 denotes a pressure flow rate detection unit that detects the pressure and flow rate of the grout flowing through the injection material path 320.
JP-A-2005-113523 ([0027]-[0059], FIGS. 1 to 3) JP 2001-31137 A ([0020]-[0030], FIGS. 1-2)

  However, since the grout injection method of Patent Document 1 uses a high concentration of grout produced in a large amount (100 L unit) in the central plant, the grout is cured in the grout tank 210 during the injection construction, so that the injection is performed. When the predetermined time has elapsed, it is necessary to discard the grout in the grout tank 210 and generate a new grout. For this reason, the material cost increases and a large amount of industrial waste is generated. In addition, a delayed solidifying material may be added to delay the hardening of the grout. However, there is a problem that the amount of grout injected increases due to a delay in the gelation of the grout, which increases the material cost. It was.

  On the other hand, the grout injection method of Patent Document 2 has a problem in that a plurality of agitators 310, 310,... Are arranged, so that when only a limited site can be secured, they cannot be arranged. It was. Moreover, since several hundred liters of grout is produced | generated for every mixing | blending, there existed a problem that a lot of industrial waste may generate | occur | produce in the small-scale injection | pouring construction.

  The present invention has been made to solve the above-mentioned problems, and is an efficient and inexpensive injection work (for example, general grout injection) in which the amount of grout to be disposed of as a waste is minimized. It is another object of the present invention to propose an injection method that enables leak processing, hole filling, and the like.

  In order to solve the above problems, the present invention provides a first step of generating an injection material in a primary mixer, a second step of charging the injection material generated by the primary mixer into a secondary mixer, and the secondary mixer. And a third step of pumping the injection material charged into the injection location to the injection location, wherein the injection material generated in the first step is disposed between the injection locations from the secondary mixer. The volume of the injection material is the same as the volume of the injection material path, and is generated while the injection material is injected into the injection site in the third step.

  Since this injection method is performed from the generation of the injection material to the injection on an individual injection line with respect to the injection site, the operation is simply performed without requiring a work such as introducing a diluent to adjust the composition. be able to. In addition, since the amount of injection material that is generated corresponds to the amount injected into the injection site, it is possible to minimize the amount of injection material that is discarded due to changes in formulation and the passage of time. Yes. In other words, one primary mixer is arranged for one injection point, and an arbitrary amount of injection material is generated in an amount necessary for injection, thereby eliminating waste and enabling efficient and inexpensive injection work. .

  In addition, the amount of the injection material generated in the first step is approximately the same as the volume of the injection material path disposed between the injection locations from the secondary mixer, and the production of the injection material by the first step is performed, Since the injection material is injected during the third step, the injection material can be transported without containing air in the injection line, and the injection material is cured in the injection material path. This is preferable in order to prevent this. In other words, if the injection material is continuously generated in an amount corresponding to the injection material path, generation of excess injection material that becomes industrial waste is minimized, and air may be contained in the injection material path. The operation can be continuously performed in a state where a predetermined injection environment is maintained.

  Further, if the volume of the injection material path is in the range of 10 liters to 50 liters, the injection can be completed before the grout produced in a small amount starts to be cured. This is preferable because the road is not blocked and the amount of waste can be minimized.

  By the injection method of the present invention and the injection device used therefor, for example, in the general grout injection, leakage treatment, and filling work such as hole filling, the amount of grout to be disposed of as a waste is minimized. Efficient and inexpensive construction has become possible.

Preferred embodiments of the present invention will be described with reference to the drawings. In the description, the same reference numerals are used for the same elements, and duplicate descriptions are omitted.
Here, FIG. 1 is a flowchart showing an outline of the injection apparatus of the present embodiment.

  As shown in FIG. 1, the injection device 1 includes a primary mixer 10 that generates an arbitrary amount of grout (injection material) in an arbitrary composition, a secondary mixer 11 that stores the grout generated by the primary mixer 10, and a secondary An injection material path 20 having a feed pipe 20a and a return pipe 20b disposed so that the grout pumped by the injection pump 30 can be circulated between the mixer 11 and the injection hole (injection location) 50; ing. The injection material path 20 has an injection tube (injection part) formed at the tip (lower end in FIG. 1) with an injection port inserted into the injection hole 50 to inject a part of the injection material into the injection hole 50. ) 21.

  The inside of the injection pipe 21 includes a feeding unit 24 that guides the pumped grout to the injection port (check valve 22), and a return unit 25 that returns an unnecessary grout out of the grout guided to the injection port. It is composed of

  Further, the injection device 1 detects a flow rate and pressure of the grout returned to the feed unit 24 and a return side detection unit 42 for detecting the flow rate and pressure of the grout sent to the feed unit 24. Injection management comprising a return side detection unit 44, and an injection management unit 41 that controls the flow rate and pressure of the grout in the injection tube 21 in accordance with the detection results of the feed side detection unit 42 and the return side detection unit 44. A device 40 is provided.

  The primary mixer 10 is a mixer that is disposed immediately above the secondary mixer 11 and generates a predetermined amount (10 to 50 L / min in this embodiment) of grout with a predetermined composition on a line for injecting grout. The primary mixer 10 includes a mixer meter 10a for managing the amounts of cement C, water W, and admixture M, a stirring blade 10b for stirring and mixing the cement C, water W, and admixture M, and the primary mixer 10 And a valve 10c that opens and closes a charging port for charging the grout generated by the above method to the secondary mixer 11.

  The cement C, water W, and admixture M charged in the primary mixer 10 are stirred by the shearing force generated by rotating the stirring blade 10b and the vortex generated by the rotation of the stirring blade 10b, and are grouted in about 30 seconds. Generated. The generated grout is introduced into the secondary mixer 11 in about 30 seconds by opening the valve 10c.

  The configuration and function of the primary mixer 10 are not limited to those described above, and can be changed as appropriate. For example, the grout from the primary mixer 10 to the secondary mixer 11 is preferably fed directly from the primary mixer 10 disposed immediately above the secondary mixer 11, but is configured to be fed through a pump or the like. Also good. Furthermore, it goes without saying that the amount of grout produced by the primary mixer 10 is not limited to 10 to 50 L / min.

  As shown in FIG. 1, the secondary mixer 11 stores the grout generated in the primary mixer 10 while stirring using the stirring pump 14.

  The secondary mixer 11 includes a liquid level gauge 12 that measures the amount of grout in the secondary mixer 11 and a pipe line 13 that is stirred by circulating the grout in the secondary mixer 11. For the purpose of circulating the grout, the pipe line 13 discharges the grout pressure-fed from the secondary mixer 11 by the stirring pump 14 to the secondary mixer 11 and discharges unnecessary grout (indicated by the sign in FIG. 1). (See D). A valve 15 is provided in the vicinity of a branch point between the return route and the discharge route of the conduit 13, and a valve 16 is provided at the discharge port.

  A feed pipe 20a for pumping the grout to the injection pipe 21 is connected to the lower part of the secondary mixer 11, and the feed pipe 20a has an injection pump 30 on the line. Further, a return pipe 20 b for pumping the grout returned from the injection pipe 21 is connected to the upper part of the secondary mixer 11.

The injection device 1 according to this embodiment includes an injection management device 40 between the injection tube 21 and the secondary mixer 11.
The injection management device 40 includes a feed-side detector 42 that measures the flow rate and pressure of the grout pumped by the feed tube 20a, a valve 43 for controlling the flow rate and pressure of the grout in the feed tube 20a, and a return pipe. A return side detector 44 for measuring the flow rate and pressure of the grout pumped by 20b, a valve 45 for controlling the flow rate and pressure of the grout in the return pipe 20b, a feed side detector 42 and a return side detector The injection management unit 41 adjusts the opening degree of the valves 43 and 45 based on the measurement result of 44.

The injection tube 21 is a cylindrical tube body, and a check valve 22 is attached to the injection port at the distal end side.
The check valve 22 according to the present embodiment is made of a rubber member, and an inner cross section is formed in a slit shape in a state where the tip is crushed in a cross shape in plan view. Then, the tip of the squeezed is expanded by the pressure of the injected grout, and the grout is injected into the injection hole 50 (see symbol P in FIG. 1). Then, when the pressure of the grout is reduced or pressure is applied to the check valve 22 from the outside, the tip of the check valve 22 is squeezed and the backflow of the grout material is prevented. The material and configuration of the check valve 22 are not limited as long as it is possible to prevent the grout injected into the injection hole 50 during the injection of grout from flowing back into the injection pipe 21. .

  A packer 23 is attached to the outer periphery of the injection tube 21. The packer 23 is made of rubber and expands by inserting air, and is formed into a circular shape in a plan view and a substantially octagonal shape in a side view. The packer 23 contracts and sticks to the side surface of the injection tube 21 when air is not inserted. Here, the configuration of the packer 23 is not limited to that described above, and a known one may be selected and used as appropriate. Further, the packer 23 may be appropriately attached as necessary, and is not necessarily attached to the injection tube 21.

  The inside of the injection tube 21 is divided into two by an inner wall, and a feed portion 24 and a return portion 25 are formed. A feed pipe 20 a is connected to the feed section 24, and a return pipe 20 b is connected to the return section 25. Further, the inner wall extends to one end of the injection tube 21, and the feeding portion 24 and the returning portion 25 are configured to merge inside the check valve 22.

The configuration of the injection tube 21 is not limited to the above-described one, and a known injection means may be selected and used as appropriate.
Moreover, in this embodiment, it was set as the structure which returns an excess grout at the front-end | tip of the injection pipe 21 by using the injection pipe 21 which has the sending part 24 and the return part 25, However It is good also as a structure which provides a return valve and returns grout, and the structure of the injection material path 20 and the injection pipe | tube 21 is not limited. In this case, the flow rate pressure detecting means of the injection management device need only be installed at one location, and the configuration of the injection management device 40 is not limited.

Next, an injection method by the injection apparatus 1 of the present embodiment will be described with reference to the drawings.
The injection method according to the present embodiment includes a first step of generating an arbitrarily mixed injection material in the primary mixer 10, a second step of charging the injection material generated by the primary mixer 10 into the secondary mixer 11, and a secondary mixer. The grout injection into the injection hole 50 is completed by repeating the third step of pumping the injection material injected into the injection hole 50 into the injection hole 50. And the quantity of the injection material produced | generated in a 1st process respond | corresponds to the quantity of the injection material pumped in a 3rd process, is in the range of 10-50 L / min, and is the secondary mixer 11. To the volume of the injection material path 20 disposed between the injection holes 50.
Here, since the amount of grout generated in the first step and the amount of grout injected in the third step are adjusted to substantially the same amount, a series of operations from the first step to the third step is performed. The injection is continuously repeated until the injection into the injection hole 50 is completed, and the grouting by the first step and the grouting by the third step are performed at the same time.

<First step>
First, cement C, water W, and admixture M are added to the primary mixer 10 to produce a grout of a predetermined composition. At this time, the amount of grout generated at one time by the primary mixer 10 is the volume of the injection material path 20 from the discharge port of the secondary mixer 11 to the injection port (check valve 22) of the injection tube 21, that is, the feed The volume is set to 20 L, which is equivalent to the volume of the pipe 20a and the feeding section 24. The amount of grout generated in the primary mixer 10 is not limited and may be set according to the situation as appropriate.

<Second step>
When the production of the grout by the primary mixer 10 is completed, the valve 10c is opened and the grout is put into the secondary mixer 11. In the secondary mixer 11, the grout is circulated using the stirring pump 14, thereby preventing the grout from being separated in the secondary mixer 11.

<Third step>
The grout charged into the secondary mixer 11 is pumped by the injection pump 30 to the injection pipe 21 provided in the injection hole 50 through the feed pipe 20a. At this time, the maximum amount of grout pumped by the infusion pump 30 is 20 L / min. Then, a predetermined amount of grout is discharged from the check valve 22 at the tip of the injection tube 21 and injected into the injection hole 50. Furthermore, out of the grout fed by the feed pipe 20a, excess grout that is not injected into the injection hole 50 is returned to the secondary mixer 11 through the return portion 25 and the return pipe 20b. Here, the pumping amount of the grout by the infusion pump 30 is not limited to a maximum of 20 L / min, and it goes without saying that it is set as appropriate.
That is, in the injection device 1 of the present embodiment, a constant amount of grout is always pumped from the secondary mixer 11 by the injection pump, a predetermined amount of grout is injected, and excess grout is returned to the secondary mixer 11. It has a configuration. Therefore, the grout is constantly circulated inside the feed pipe 20a, the injection pipe 21 and the return pipe 20b, and the grout does not harden and block in these piping systems (injection material paths 20).

  Here, the injection of the grout into the injection hole 50 by the injection pipe 21 prevents the grout from flowing out because the gap between the injection pipe 21 and the injection hole 50 is closed by the packer 23.

  The amount of grout injected into the injection hole 50 and the adjustment of the injection pressure are adjusted by adjusting the opening degree of the valve 43 provided in the feed pipe 20a and the valve 45 provided in the return pipe 20b. Is called.

Further, the opening degree of the valves 43 and 45 is determined based on the flow rate and pressure of the feed pipe 20 a measured by the feed side detection unit 42 and the flow rate and pressure of the return pipe 20 b measured by the return side detection unit 44. 41 is set. Further, the timing of generating the grout by the primary mixer 10 is determined according to the injection amount calculated from the detection result of the injection management device 40.
That is, when the amount of grout injected into the injection hole 50 is large, the grout is continuously generated by the primary mixer 10, and when the amount of injection is small, the grout generation by the primary mixer 10 is performed at intervals. .

Moreover, when changing the mixing | blending of grout according to an injection | pouring step, it carries out by producing the grout of a new mixing | blending with the primary mixer 10 according to the timing of a mixing | blending change.
That is, as a result of measurement by the sending side detection unit 42 and the return side detection unit 44 of the injection management device 40, it becomes necessary to change the composition of the grout. The control panel automatically controls the input of cement C, water W, and admixture M to the primary mixer 10. Here, the change in the composition of the grout is not limited to the above-described method. For example, an instruction to change the composition transmitted from the injection management unit 41 is displayed on a monitor or the like disposed in the vicinity of the primary mixer 10. Thus, a configuration may be adopted in which the worker changes the blending amount in accordance with the instruction.

  Further, when changing the composition of the grout, it is generated by the primary mixer 10 according to the remaining amount and composition of the grout retained in the secondary mixer 11 according to the measurement result by the liquid level gauge 12 of the secondary mixer 11. The combination of grout to be set is set.

  According to the injection method using the injection apparatus 1 of the present embodiment, the amount of grout generated by the primary mixer 10 is set within a range of 10 to 50 L / min according to the injection amount, and therefore an extra amount. Since it does not generate grout and does not generate a large amount of industrial waste, it is excellent in terms of economy and environment.

  Moreover, since the injection amount per time of the grout and the generation amount are adjusted to be approximately the same, the generated grout is injected almost at the same time as the generation, so that the composition of the grout is changed according to the injection stage. Even in such a case, the grout generated in the previous stage does not stay in the secondary mixer 11, and the grout composition can be changed smoothly.

  Moreover, since the grout of a predetermined composition is directly generated by the primary mixer 10, it is possible to inject grout with a high-concentration composition such as a water cement ratio W / C of 0.8: 1 or 0.5: 1. In other words, conventionally, since a diluent (water W) was manually added to cement milk produced in a central plant or the like and adjusted to a predetermined composition, it was difficult to produce an accurate composition. However, since the injection device 1 according to the present embodiment directly generates a grout with a predetermined composition, it is possible to easily generate a grout with a predetermined composition.

  Further, according to the injection device 1 of the present embodiment, since the injection material (grout) is circulated at the tip of the injection tube 21, the injection material is cured and blocked in the piping system by always circulating it. Therefore, it is not necessary to clean the piping system, and it is possible to perform the construction more easily than in the past.

  In addition, since the injection amount and the injection pressure are automatically managed by the injection management device 40, the construction can be easily performed.

  Since the management of the blending (mixer meter, liquid level gauge, etc.) to the management of the injection (injection management device) is performed mechanically, it is possible to greatly reduce human errors.

The preferred embodiments of the present invention have been described above. However, the present invention is not limited to the above-described embodiments, and it goes without saying that the above-described constituent elements can be appropriately changed in design without departing from the spirit of the present invention.
For example, in the said embodiment, although the injection apparatus of this invention shall be used regarding grout injection | pouring, it can utilize also for a leak process, a spring treatment, a hole filling, etc., and construction object is not limited.

  Further, the injection material is not limited to grout, and a known injection material can be appropriately selected and used.

  In the above embodiment, the injection management unit automatically adjusts the valve opening to control the grout injection amount and the injection pressure. However, depending on the calculation result of the injection management unit, Needless to say, the valve may be adjusted.

  Moreover, although it was set as the structure which stirs the grout stored by a stirring pump as a secondary mixer (injection material tank), it is good also as a structure stirred, for example with a stirring blade, and the structure of a secondary mixer is not limited. .

In the above embodiment, the cylindrical injection tube is used as the injection portion. For example, the flexible tube material is folded in half so that the injection material can be circulated, and the bending point is formed. A structure in which an injection port is formed may be inserted into the injection hole, and the structure of the injection part is not limited.
In the above embodiment, the injection tube has a feeding portion and a return portion, and the grout can be returned at the tip of the injection tube, but the configuration of the injection tube is not limited, What is necessary is just to select suitably from a well-known injection | pouring means and to employ | adopt.

It is a flowchart which shows the outline of the injection apparatus of this invention. It is a flowchart which shows the outline of the conventional injection | pouring apparatus. It is a flowchart which shows the outline of the conventional injection | pouring apparatus. It is a flowchart which shows the outline of the conventional injection | pouring apparatus.

Explanation of symbols

DESCRIPTION OF SYMBOLS 1 Injection apparatus 10 Primary mixer 11 Secondary mixer 20 Injection material path 21 Injection pipe 30 Injection pump 50 Injection hole (injection location)

Claims (2)

A first step of producing an injection material in a primary mixer;
A second step of charging the injection material generated by the primary mixer into a secondary mixer;
A third step of pumping the injection material charged into the secondary mixer to the injection site, and an injection method that repeats,
The injection material generated in the first step is the same amount as the volume of the injection material path disposed between the injection locations from the secondary mixer, and the injection material of the third step An injection method, characterized in that the injection method is generated while an injection to an injection site is performed.   The injection method according to claim 1, wherein the volume of the injection material path is 10 liters to 50 liters.

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