JP2012241386A - Rock mass reinforcement and injection method of grout material - Google Patents

Abstract

PROBLEM TO BE SOLVED: To surely pressurize and inject grout materials into all bags and to sufficiently expand the grout materials when serially arranging a plurality of bags in a pipe axis direction of a grout injection pipe.SOLUTION: A rock mass reinforcement 1 comprises bags 2a, 2b and 2c arranged in series in a pipe axis direction of a grout injection pipe 3 and the grout injection pipe 3 includes discharge ports 12a, 12b and 12c formed in the pipe axis direction, thereby pressurizing and injecting grout materials through the discharge ports into the bags 2a, 2b and 2c. The discharge ports 12b and 12c are provided with discharge control mechanisms 11b and 11c, respectively, and when a discharge pressure of the grout materials from the discharge ports 12b and 12c exceeds a predetermined threshold value, an opened/closed state of the discharge ports 12b and 12c can be shifted from the closed state to the opened state.

Description

  The present invention relates to a natural ground reinforcing material and a grout material injection method used when stabilizing a slope or a retaining wall.

  In the ground anchor method, a slope structure such as a slope frame arranged on a slope and an anchor fixed on a ground extending behind the slope are interconnected via a tension member and tension is applied to the tension member. The tension force introduced into the tensile material acts on the slope via the slope structure, increasing the shear resistance of the natural ground and preventing its collapse in advance. It becomes.

  On the other hand, the nailing method inserts a reinforcing bar as a core material into a natural ground and fills the grout material between the surrounding and the natural ground, and fixes the reinforcing bar to the natural ground over its entire length. The deformation when the natural ground is about to move is constrained by the shearing, bending or tensile rigidity of the reinforcing bars, and the slope can be prevented from falling and stabilized as in the case of the ground anchor method.

  On the other hand, the core material and the bag body arranged so as to surround the core material are inserted into the reinforcing material insertion hole formed in advance in the ground, and then the circumferential surface of the bag body contacts the inner surface of the reinforcing material insertion hole. A construction method is known in which a grout material is pressure-injected into the bag so as to come into contact with the bag (Patent Document 1).

  In such a construction method, the circumferential surface of the bag body comes into contact with the inner surface of the drilling hole so as to expand the reinforcing material insertion hole as the grout is inflated by injecting the grout. Integrate.

  In other words, this method constrains deformation of the natural ground in the form of fixing force to the natural ground over the entire length of the core material plus the fixing force due to the expansion of the bag body. As you can see from the name of), it is highly expected as a new construction method with much better fixing power than the conventional nailing method.

JP 2006-188845 A

  In the high spec nailing method, a plurality of bag bodies may be arranged in series along the material axis direction of the core material to ensure that the expansion of the bag body is reliably exhibited along the drilling axis direction. In that case, as a method of injecting the grout material, a case where a single grout injection pipe is installed so as to communicate in common with the internal space of each bag body, and an internal space of each bag body are individually communicated. However, in the latter case, since the pipe configuration is complicated and the diameter of the drilling hole needs to be increased, the workability tends to be lowered.

  On the other hand, in the case of a single pipe configuration, due to pressure loss along the pipeline during pumping, the grouting is preceded by the bag on the side close to the drilling hole, and accordingly, formed with a water-permeable material. Grout material exudes from the bag.

  Such exudation of the grout material is originally caused by the grout material that has exuded to the outside of the bag body penetrating from the inner surface of the drilling hole into the ground, and together with the grout material separately filled in the drilling hole, However, on the other hand, when the grout material exudes, more water is discharged, so the concentration of the grout material naturally increases in the bag.

  For this reason, the fluidity of the grout material decreases in the bag body close to the drilling hole and also in the grout injection pipe communicating with the hole, and as a result, the grout material is applied to the bag body far from the drilling hole with sufficient pressure. The problem was that it could not be injected.

  In addition, when the bag body on the side close to the hole opening expands in advance, when the bag body far from the hole opening expands, the grout material that exudes along with the expansion expands on the hole opening side. As a result, the pressure increases due to being sandwiched between the bag body, and as a result, there is a problem that the bag body on the side far from the drilling hole cannot be sufficiently expanded.

  The present invention has been made in consideration of the above-mentioned circumstances, and when placing a plurality of bags in series along the tube axis direction of the grout injection pipe, the grout material is surely pressure-injected into all the bags. An object of the present invention is to provide a ground reinforcement material and a grout material injection method that can be sufficiently expanded.

In order to achieve the above-mentioned object, the ground reinforcing material according to the present invention includes a grout injection pipe in which a plurality of discharge ports are formed along the tube axis direction and each of the discharge ports as described in claim 1. Reinforcement formed in a natural ground with a plurality of permeable bag bodies arranged in series along the tube axis direction of the grout injection pipe so that the internal space communicates with the grout injection pipe, respectively In the natural ground reinforcing material that is to be inserted into the material insertion hole,
Of the discharge ports, the discharge pressure of the grout material from the discharge port located i-th (i = 1, 2, 3... N) from the tip side of the grout injection pipe is the threshold value R _i (i = (1), (2), (3) (N) each provided with a discharge control mechanism capable of shifting the open / close state of the discharge port from a closed state to an open state, In the discharge control mechanism, the threshold value R _i (i = 1, 2, 3... N) is minimized on the distal end side of the grout injection pipe, and is increased along the proximal end side of the grout injection pipe. It is comprised as follows.

Further, the ground reinforcing material according to the present invention is configured such that each discharge control mechanism is configured by fitting a sleeve that is radially expandable into the grout injection pipe so that each discharge port is covered, and When the discharge pressure of the grout material at the i-th discharge port from the tip side of the grout injection pipe exceeds a threshold value R _i (i = 1, 2, 3... N), the sleeve of the discharge port is in the radial direction. The sleeve length, sleeve thickness, or material of the sleeve or the inner diameter of the discharge port is selected so as to be enlarged.

  Moreover, the natural ground reinforcement according to the present invention is obtained by omitting the discharge control mechanism located first from the tip side of the grout injection pipe among the discharge control mechanisms.

  In the ground reinforcing material according to the present invention, the grout injection pipe is constituted by a hollow bolt, and the hollow bolt is used as a core for stabilizing the ground.

Further, according to the method for injecting a grout material according to the present invention, as described in claim 5, the inner space is formed through the grout injection pipe in which a plurality of discharge ports are formed along the tube axis direction and the discharge ports. A natural ground reinforcing material comprising a plurality of water permeable bags arranged in series along the tube axis direction of the grout injection pipe so as to communicate with each other in the grout injection pipe is formed in the natural ground A grout material that is inserted into the reinforcing material insertion hole and pressure-injects the grout material into each bag body via the grout injection pipe by driving a grout pump that is connected to the base end side of the grout injection pipe. In the injection method,
Of the discharge ports, the discharge pressure at the discharge port located i-th (i = 1, 2, 3... N) from the tip side of the grout injection pipe is a threshold value R _i (i = 1, 2). , 3... N), each of the discharge ports is provided with a discharge control mechanism capable of shifting the open / close state of the discharge port from a closed state to an open state. Are set such that their threshold values R _i (i = 2,3... N) are minimized at the tip end side of the grout injection pipe and increase along the base end side of the grout injection pipe. The grout pump is driven so that the pump pressure increases with time.

Further, in the method for injecting a grout material according to the present invention, the discharge pressure at the discharge port located first from the tip end side of the grout injection pipe is set to the threshold value R ₁ of the discharge control mechanism provided at the discharge port. The discharge pressure at the second to Nth discharge ports exceeds the threshold value R _i (i = 2,3... N) of the discharge control mechanism provided at each discharge port. set the pump pressure P _1,
The discharge pressure at the discharge port located second from the tip side of the grout injection pipe exceeds the threshold value R ₂ of the discharge control mechanism provided at the discharge port, and the discharge ports located from the third to the Nth The pump pressure P ₂ is set so that the discharge pressure is lower than the threshold value R _i (i = 3... N) of the discharge control mechanism provided at each discharge port,
The pump pressure P _j (j = 1, 2, 3... N) is set by repeating the above pump pressure setting process up to the Nth discharge port,
The grout pressure pump, in which the pump pressure is driven so that over time the _{P 1, P 2, P 3} ··· P N.

  In the method of injecting the natural ground reinforcing material and the grout material according to the present invention, first, the natural ground is drilled to form the reinforcing material insertion hole, and the reinforcing material insertion hole is filled with the grout material.

  Next, the grout injection pipe is inserted into the reinforcing material insertion hole with a plurality of bags attached to the grout injection pipe.

  Next, a grouting pump is connected to the proximal end side of the grouting pipe, and the grouting pump is driven.

In this way, the grout material supplied to the base end side of the grout injection pipe by the grout pump is discharged from the discharge ports formed in the grout injection pipe to the respective bags through the grout injection pipe. However, each discharge port has a discharge control mechanism capable of shifting the open / closed state from the closed state to the open state when the discharge pressure of the grout material from the discharge port exceeds a predetermined threshold value. Each discharge control mechanism has a threshold value R _i (i = 1, 2, 3... N) which is minimized on the tip side of the grout injection pipe. It is comprised so that it may become large along an end side.

  Here, when the threshold value of the discharge control mechanism is uniform, the discharge pressure at the discharge port located on the proximal end side of the grout injection pipe is maximized due to the pressure loss, and the discharge pressure is increased toward the distal end side. Since the discharge pressure decreases sequentially, it is not possible to perform pressure injection from the bag located on the tip side.

  However, as described above, when the threshold values are increased from the distal end side to the proximal end side of the grout injection pipe, the values are increased sufficiently larger than the gradient of the pressure loss to increase the grout. By driving the pump so that the pump pressure increases with time, the discharge control mechanism can be operated sequentially from the tip side.

As a specific example, first, the discharge pressure at the discharge port located first from the front end side of the grout injection pipe exceeds the threshold value R ₁ of the discharge control mechanism provided at the discharge port, and the second to N The pump pressure P ₁ is set so that the discharge pressure at the second discharge port is lower than the threshold value R _i (i = 2, 3... N) of the discharge control mechanism provided at each discharge port. Set.

Further, the discharge pressure at the discharge port located second from the front end side of the grout injection pipe exceeds the threshold value R ₂ of the discharge control mechanism provided at the discharge port, and is positioned third to Nth. The pump pressure P ₂ is set so that the discharge pressure at the discharge port falls below the threshold value R _i (i = 3... N) of the discharge control mechanism provided at each discharge port.

Subsequently, the pump pressure P _j (j = 1, 2, 3... N) is set by repeating the pump pressure setting process up to the Nth discharge port.

With this setting, the pump pressure immediately after the start of the P _1, since, with time, the goal of increasing the P _2, P ₃ ··· and the pump pressure, when the pump pressure is P _1, the top In this state, only the first discharge port is opened, and the second and subsequent discharge ports are closed, so that the grout material is injected only into the top bag.

  Therefore, of the grout material that oozes out from the top bag body, the excess remaining in the reinforcing material insertion hole without penetrating the ground is smoothly pushed out to the drilling hole side, and the top bag body is also smooth. Continue to expand.

Also, when the pump pressure of the grout pump is increased to P ₂ at an appropriate timing, the top discharge port and the second discharge port are opened, and the third and subsequent discharge ports are closed. Is injected into the first bag and the second bag and is not injected into the third and subsequent bags.

  Therefore, the top bag continues to expand when there is room for expansion, and the second bag starts to expand.

  Here, out of the grout material oozed from the second bag body, the surplus remaining in the reinforcing material insertion hole without penetrating into the ground is not yet inflated by the third and subsequent bag bodies, It is pushed out smoothly to the hole opening side.

  In addition, since the second bag body expands with a delay, the grout material exuded from the top bag body passes through the gap between the second bag body and the inner surface of the drilling hole of the reinforcing material insertion hole to the drilling hole. It moves easily and thus the top bag continues to inflate smoothly if there is room for expansion.

  Note that the second bag body expands with a delay, so that the grout material filled before inserting the grout injection pipe is not confined between the first bag body and the second bag body.

Furthermore, when the pump pressure of the grouting pump is increased to P ₃ at an appropriate timing, the state from the top discharge port to the third discharge port is open, and the fourth and subsequent discharge ports are closed. The material is injected from the top bag body to the third bag body and is not injected into the fourth and subsequent bag bodies.

  For this reason, the second bag body continues to expand when there is room for expansion, and the third bag body starts to expand newly.

  Here, of the grout material oozed from the third bag body, the surplus remaining in the reinforcing material insertion hole without penetrating into the natural ground has not yet started the expansion of the fourth and subsequent bag bodies, It is pushed out smoothly to the hole opening side.

  Further, since the third bag body expands with a delay, the grout material oozed out from the second bag body passes through the gap between the third bag body and the inner surface of the drilling hole of the reinforcing material insertion hole to the drilling hole. Thus, the second bag continues to inflate smoothly if there is room for expansion.

  It should be noted that the grouting material filled before the insertion of the grouting pipe is not confined between the second and third bag bodies because the third bag body expands with a delay.

Hereinafter, in the same manner, while gradually increasing P ₄ ,..., P _N and the pump pressure, the grout material is attached to each bag body along the direction toward the proximal end of the grout injection pipe, that is, the direction toward the drilling hole. Are injected one after another.

  As described above, according to the present invention, it is possible to perform pressure injection of the grout material in order from the bag body located on the tip side of the grout injection pipe, and thus reliably inject the grout material into all the bag bodies. In addition, the grout material exuded from the bag body moves smoothly to the hole opening, so that it is confined between the bag body and the inner surface of the hole to inhibit the expansion of the bag body. There is no concern.

  Further, in the bag body immediately after the start of expansion, the grout material exudes in a state of containing a lot of moisture, so that the bag body becomes dehydrated and the concentration of the grout material increases, so that the grout injection pipes in and around the bag body The fluidity of the grout material is reduced inside, but the bag body located on the back side of the bag body has already expanded to a sufficient size as it goes back, so even if the fluidity is reduced, Almost no problem.

  Therefore, expansion of the bag body and the expansion of the reinforcing material insertion hole thereby are performed reliably, and as a result, against the tensile force and pulling force through the core material separately arranged so as to be integrated with the bag body. Sufficient resistance is ensured.

The pump pressure P _j (j = 1,2,3... N) of the grout pump is a momentary value when continuously increasing and a step value when increasing stepwise. However, the threshold R _i (i = 1, 2, 3... N) may be any of them.

The threshold value R _i (i = 1,2,3... N) is a pressure exceeding the threshold value i.e., the discharge pressure to the i-th bag body. When the pump pressure gradually increases, for example, the discharge pressure when the i-th bag body abuts against the inner surface of the drilling hole of the reinforcing material insertion hole is used. The value _Ri (i = 1, 2, 3... N) can be determined, and when the pump pressure continuously increases, for example, the i-th bag body is the inner surface of the drilling hole of the reinforcing material insertion hole. The discharge pressure at the time of abutting to the threshold value R _{i + 1} (i = 1, 2, 3... N) related to the (i + 1) th discharge control mechanism can be set.

  In this way, it is possible to advance the expansion more reliably than using the discharge pressure immediately after the start of expansion or the discharge pressure in the middle of expansion as a guideline, and insufficient injection due to fluidity deterioration in the grout injection pipe The problem is almost completely resolved.

  As long as the discharge control mechanism can shift the open / close state of the discharge port when the discharge pressure of the grout material exceeds a predetermined threshold value, it can be configured arbitrarily, but the pressure control valve Unlike the case, it is not necessary to shift to the closed state again when the discharge pressure returns.

The discharge control mechanism includes, for example, a sleeve that can be expanded in the radial direction and fitted into a grout injection pipe so that each discharge port is covered, and the grouting material at the i-th discharge port from the tip side of the grout injection pipe. When the discharge pressure exceeds a threshold value R _i (i = 1, 2, 3... N), the sleeve length, sleeve thickness or material of the sleeve or The inner diameter of the discharge port can be selected and configured.

  In addition, as above-mentioned, since such a sleeve does not need to return to an original after expansion, it can also be comprised with a plastic material other than an elastic material.

  Since the bag body located at the head of the grout injection pipe is the first injection of the grout material in the entire injection process, it is not necessary to limit the discharge of the grout material to the bag body. Therefore, this can be omitted for the discharge control mechanism at the head position.

  The natural ground reinforcing material according to the present invention is intended to stabilize the natural ground by being connected to a slope structure such as a slope frame and a retaining wall through a core for stabilizing natural ground. However, it is possible to stabilize the natural ground using the bending, tensile or shear rigidity of the core material described above without providing these slope structures and retaining walls. It can be widely applied to high spec nailing method and other ground reinforcement methods, and of the core material, the total length of the bag body integrated with the core material and the filling depth of the grout material into the reinforcing material insertion hole If the free length for introducing tension can be ensured in the range excluding (fixing length), it can also be used as an anchor for the ground anchor method.

  Here, a reinforcing material such as a reinforcing bar may be used as a core material for stabilizing the natural ground, and the core material may be configured to be integrated with a plurality of bags after the grout material is cured. When the hollow bolt is used as a core material for stabilizing natural ground, the grout injection pipe can also be used as the core material, so that the construction cost can be reduced and the construction period can be shortened.

The whole perspective view of the natural ground reinforcing material which concerns on this embodiment. It is detail drawing of the natural ground reinforcement material which concerns on this embodiment, (a) is a longitudinal cross-sectional view, (b) is a detailed perspective view of a discharge outlet and the discharge control mechanism which covers it, (c) is a cross-sectional view. Explanatory drawing which showed the implementation procedure of the injection method of the grout material which concerns on this embodiment. The figure which showed the implementation procedure continuously. The figure which showed the implementation procedure continuously. Explanatory view showing a relationship between the discharge pressure p _ij and the threshold R _{i (i} = 1,2,3).

  DESCRIPTION OF EMBODIMENTS Hereinafter, embodiments of a method for injecting a ground reinforcement material and a grout material according to the present invention will be described with reference to the accompanying drawings.

  FIG. 1 is an overall perspective view showing a natural ground reinforcing material according to this embodiment, and FIG. 2 is a detailed view. As can be seen from these drawings, the ground reinforcing material 1 according to the present embodiment is formed by arranging bags 2 a, 2 b, 2 c in series along the tube axis direction of the grout injection pipe 3.

  The grout injection pipe 3 is formed with discharge ports 12a, 12b, 12c along the tube axis direction, and the internal spaces of the bags 2a, 2b, 2c are formed in the grout injection pipe 3 through the discharge ports. The grout material is sacked through the discharge ports 12a, 12b, and 12c by driving a grout pump (not shown) connected to the base end side of the grout injection pipe 3 respectively. The body 2a, 2b, 2c can be pressurized and injected. In addition, the grout injection | pouring pipe 3 is comprised with the hollow volt | bolt, and also serves as a core material for natural ground stabilization.

  The bag bodies 2a, 2b and 2c are formed by inserting the grout injection pipe 3 into a tube material made of a woven cloth which is a water permeable material and then binding both ends of the tube material to the grout injection pipe 3 with restraining bands 4 and 4. A bag-like internal space into which grout material is injected under pressure is formed.

  Out of the discharge ports 12a, 12b, and 12c of the grout injection pipe 3, the discharge ports 12b and 12c other than the discharge port 12a located at the head are provided with discharge control mechanisms 11b and 11c, respectively.

  As can be clearly seen in FIGS. 2B and 2C, the discharge control mechanisms 11b and 11c are fitted into the grout injection pipe 3 with sleeves 13 that are radially expandable so that the discharge ports 12b and 12c are covered. When the discharge pressure of the grout material from the discharge ports 12b and 12c exceeds a predetermined threshold value, the sleeve 3 expands in the radial direction, and the inner surface of the sleeve and the peripheral surface of the grout injection pipe 3 By forming a gap between them, the open / close state of the discharge ports 12b, 12c can be shifted from the closed state to the open state.

The threshold value R _i (i = 2, 3) of the discharge control mechanisms 11b and 11c is minimized at the distal end side of the grout injection pipe 3, and is increased along the proximal end side of the grout injection pipe. In the embodiment, R ₃ is configured to be larger than R ₂ .

  These threshold values can be adjusted by appropriately changing the sleeve length, sleeve thickness or material of the sleeve 3, or the inner diameters of the discharge ports 12b and 12c. If the threshold value is increased, the sleeve length or The sleeve can be made difficult to expand in the radial direction by increasing the sleeve thickness, using a material with high strength, or by reducing the inner diameter of the discharge ports 12b, 12c. What is necessary is just to make it easy to expand in a radial direction by reducing the length and sleeve thickness, using a material with low strength, or increasing the inner diameter of the discharge ports 12b and 12c. The sleeve 3 can be composed of, for example, a heat shrinkable tube.

  FIGS. 3 to 5 are explanatory views showing the procedure for injecting the grout material into the bags 2a, 2b, 2c constituting the natural ground reinforcing material 1. FIG. As can be seen from these figures, in order to inject the grout material into each bag 2a, 2b, 2c when reinforcing the natural ground using the natural ground reinforcing material 1, first, the natural ground 31 is drilled. A reinforcing material insertion hole 32 having an inner diameter of about 100 mm is formed (FIG. 3A), and then the reinforcing material insertion hole 32 is filled with a grout material 33 (FIG. 3B).

  Next, as shown in FIG. 4, the ground reinforcing material 1 is inserted into the reinforcing material insertion hole 32, and the grout pumping pump 41 is connected to the proximal end side of the grout injection pipe 3 constituting the ground reinforcing material, Thereafter, the grout pump 41 is driven so that the pump pressure gradually increases with time.

In driving the grout pressure feed pump 41, first, the discharge pressure at the discharge port 12a located at the head of the grout injection pipe 3 sufficiently expands the bag body 2a, for example, contacts the reinforcing material insertion hole 32. The pump is such that the discharge pressure at the discharge ports 12b and 12c located at the second and third positions is lower than the threshold values R ₂ and R ₃ of the discharge control mechanisms 11b and 11c provided at the respective discharge ports. to set the pressure P _1.

The discharge pressure at the discharge port 12b located second from the distal end side of the grouting pipe 3, together with above the threshold R ₂ ejection control mechanism 11b provided in the discharge port, located on the third discharge pressure in the discharge port 12c sets the pump pressure P ₂ to be below the threshold R ₃ of the discharge control mechanism 11c provided in the discharge port. The threshold value R ₂ is set as a pressure enough to sufficiently inflate the bag 2b, for example, to abut against the reinforcing material insertion hole 32.

Further, the pump pressure P ₃ is set so that the discharge pressure at the discharge port 12c located third from the tip side of the grout injection pipe 3 exceeds the threshold value R ₃ of the discharge control mechanism 11c provided at the discharge port. Set. The threshold value R ₃ is set as a pressure that sufficiently inflates the bag body 2 c, for example, a pressure that contacts the reinforcing material insertion hole 32.

FIG. 6 shows the discharge pressures p _ij (i = 1, 2, 3) at the discharge ports 12a, 12b, 12c as the pump pressure sequentially increases as P _j (j = 1, 2, 3). , j = 1,2,3) and the relationship between the discharge pressure p _ij and the threshold value R _i (i = 2,3). The subscript i is a parameter related to the position of the discharge port. The subscript j represents a parameter relating to the magnitude of the pump pressure that increases with time. In the drawing, the discharge pressure is expressed as a pump pressure linearly decreasing due to a pressure loss along the pipe length.

Here, those drawing the upper part, where the pump pressure P ₁ that is applied to the base end of the grouting pipe 3 shows a state in which under pressure injected into the bag 2a grout through the discharge port 12a The discharge pressures generated at the discharge ports 12a, 12b, and 12c are p ₁₁ , p ₂₁ , and p ₃₁ , and the threshold values of the discharge control mechanisms 11b and 11c provided at the discharge ports 12b and 12c are Since it exceeds these, it has shown that the discharge outlets 12b and 12c are still closed. The discharge port 12a is not provided with a discharge control mechanism and is always open.

Further, FIG middle part, the pump pressure P ₂ that is applied to the base end of the grouting pipe 3, shows the state in which under pressure injected into the bag body 2b grout through the discharge port 12b In addition, the discharge pressures generated at the discharge ports 12a, 12b, and 12c are p ₁₂ , p ₂₂ , and p ₃₂ , and p ₂₂ is the threshold value R ₂ of the discharge control mechanism 11b provided at the discharge port 12b. Since the discharge control mechanism is exceeded, the discharge control mechanism is activated and the discharge port 12b is opened, indicating that the discharge port 12c is still closed.

Further, FIG lower part, the pump pressure P ₃ that is applied to the base end of the grouting pipe 3, shows the state in which under pressure injected into the bag 2c grout through the discharge port 12c In addition, the discharge pressures generated at the discharge ports 12a, 12b, and 12c are p ₁₃ , p ₂₃ , and p ₃₃ , respectively, and p ₃₃ is the threshold value R ₃ of the discharge control mechanism 11c provided at the discharge port 12c. This indicates that the discharge control mechanism has been activated and the discharge port 12c has been opened.

As an example, when the pump pressure P ₁ immediately after the start is 0.2 MPa, the discharge pressure p _{11 is set} to 0.1 MPa, the discharge pressure p ₂₁ is set to 0.12 MPa, and the discharge pressure p ₃₁ is set to 0.14 MPa. _{When 2} is 0.4 MPa, the discharge pressure p _{12 is set} to 0.3 MPa, the discharge pressure p ₂₂ is set to 0.32 MPa, the discharge pressure p ₃₂ is set to 0.34 MPa, and the discharge pressure when the pump pressure P ₃ is 0.6 MPa. 0.5MPa and p _13, the discharge pressure p ₂₃ 0.52 MPa, on the discharge pressure p ₃₃ was defined as 0.54MPa, slightly smaller than 0.32MPa threshold R ₂ ejection control mechanism 11b them assuming 0.31 MPa, the threshold value R ₃ of the discharge control mechanism 11c can be set slightly smaller 0.53MPa than 0.54MPa.

When the grout pumping pump 41 is driven in accordance with the pump pressure P _j (j = 1, 2, 3) set in this way, when the pump pressure is P ₁ , only the top discharge port 12a is open, the second Since the subsequent discharge ports are closed, the grout material is injected only into the top bag 2a as shown in FIG. 4 (a).

  Therefore, of the grout material that oozes out from the top bag body 2a, the surplus remaining in the reinforcing material insertion hole 32 without penetrating into the natural ground 31 is smoothly pushed out to the hole opening side, and the top bag The body 2a also continues to expand smoothly.

After the grouting is carried out for a certain time at the pump pressure P ₁ described above, when the pump pressure of the grouting pump 41 is raised to P ₂ at an appropriate timing, the top discharge port 12a and the second discharge port 12b are opened. Since the third discharge port 12c is closed, the grout material is injected into the top bag body 2a and the second bag body 2b as shown in FIG. 4B, and the third bag body 2c. Is not injected.

  Therefore, the top bag 2a continues to expand when there is room for expansion, and the second bag 2b starts to expand newly.

  Here, of the grout material that oozes out from the second bag 2b, the surplus remaining in the reinforcing material insertion hole 32 without penetrating into the natural ground 31 has yet to start the expansion of the third bag 2c. Because there is no, it is pushed out smoothly to the hole opening side.

  In addition, since the second bag body 2b expands with a delay, the grout material exuded from the top bag body 2a is cut through the gap between the second bag body 2b and the inner surface of the reinforcing material insertion hole 32. It easily moves to the hole, and thus the top bag 2a also continues to inflate smoothly when there is room for expansion.

  The second bag body 2b expands with a delay, so that the grout material filled before the insertion of the grout injection pipe 3 is not confined between the top bag body 2a and the second bag body 2b. .

After injecting grout at the above-described pump pressure P ₂ for a certain period of time, when the pump pressure of the grout pump is raised to P ₃ at an appropriate timing, all the discharge ports 12a, 12b, 12c are opened. As shown in FIG. 5, the material is injected into the bags 2a, 2b, 2c.

  Therefore, the bags 2a and 2b continue to expand when there is room for expansion, and the third bag 2c starts to expand newly.

  Here, of the grout material oozed from the bag body 2c, the surplus remaining in the reinforcing material insertion hole 32 without penetrating into the natural ground 31 is smoothly pushed out toward the hole opening side.

  Further, since the bag body 2c expands with a delay, the grout material exuded from the bag body 2b easily moves to the drilling hole through the gap between the bag body 2b and the inner surface of the drilling hole of the reinforcing material insertion hole 32. Thus, the bag body 2b also continues to expand smoothly when there is room for expansion.

  It should be noted that the grouting material filled before the insertion of the grout injection pipe 3 is confined between the second bag body 2b and the third bag body 2c by the third bag body 2c expanding with a delay. Absent.

  When the grout injection into the bags 2a, 2b, 2c is completed, the grout pumping pump 41 is removed and the head processing is performed on the grout injection pipe 3 as a core material for stabilizing the ground. As for the head treatment of the grout injection pipe 3, it is assumed that a nut is screwed on the base end side to prevent the grout material from flowing out of the reinforcing material insertion hole 32 or connected to a retaining wall. However, detailed description is omitted here.

  As explained above, according to the natural ground reinforcing material 1 and the grout material injection method according to the present embodiment, the pressure injection of the grout material into the bags 2a, 2b, 2c is performed at the tip side of the grout injection pipe 3. Since the grouting material exuded from the bag bodies 2a, 2b, 2c smoothly moves to the drilling hole, the inner surface of the drilling holes of the bag bodies 2a, 2b, 2c and the reinforcing material insertion hole 32. It is not confined between.

  Further, in the bag bodies 2a, 2b, 2c immediately after the start of expansion, the grout material exudes in a state of containing a lot of moisture, so that the inside of the bag bodies 2a, 2b, 2c becomes dehydrated and the concentration of the grout material increases. The fluidity of the grout material decreases in the bag body and in the grout injection pipe 3 in the vicinity of the bag body, but the bag body located on the back side of the bag body has already expanded to a sufficient size as it goes back. Therefore, the above-described decrease in fluidity is hardly a problem.

  Therefore, the expansion of the bags 2a, 2b, 2c and the resulting expansion of the reinforcing material insertion hole 32 are ensured, and as a result, the tensile force via the grout injection pipe 3 which is a core material for stabilizing the natural ground. Sufficient resistance is secured against the pulling force. Incidentally, while the inner diameter of the reinforcing material insertion hole 32 is about 100 mm, the outer diameter of the bag bodies 2a, 2b, 2c is about 150 mm.

    Moreover, according to the natural ground reinforcement 1 which concerns on this embodiment, since the grout injection pipe 3 was comprised with the hollow bolt and this hollow bolt was made into the core material for natural ground stabilization, the grout injection pipe 3 was used as the core material. Thus, the construction cost can be reduced and the construction period can be shortened.

  In this embodiment, the discharge control mechanism is omitted for the discharge port 12a located at the head, but a discharge control mechanism similar to the discharge control mechanisms 11b and 11c may be provided in the discharge port 12a. .

  Moreover, although this embodiment demonstrated the example which comprised the some bag body by the three bag bodies 2a, 2b, 2c, it cannot be overemphasized that there is no restriction | limiting in number.

  In the present embodiment, the grout injection pipe 3 is configured with a hollow bolt so that it is also used as a core material for stabilizing the natural ground. Instead, a core material such as a reinforcing bar is used for stabilizing the natural ground. It may be provided separately as a core material.

  In this case, after tying the grout injection pipe and the core material, like the bag bodies 2a, 2b, 2c, the grout injection pipe and the core material are inserted into a tube material made of a water-permeable material such as a nonwoven fabric, What is necessary is just to bind the both ends of this tube material with the restraint bands 4 and 4.

  Further, in the present embodiment, the number of bags and the number of discharge ports are matched, but a configuration in which a plurality of discharge ports are provided for one bag can be employed.

  Further, in this embodiment, the bag is made of a tube material made of a woven cloth that is a water-permeable material. However, a non-woven cloth may be used instead of the woven cloth, or the bag is placed in a grout injection pipe. As long as it is, it can replace with a tube material and can comprise using arbitrary members.

1 Natural ground reinforcement 2a, 2b, 2c Bag 3 Grout injection pipe (core material)
11a, 11b, 11c Discharge control mechanism 12a, 12b, 12c Discharge port 13 Sleeve 31 Ground mountain 32 Reinforcement material insertion hole 41 Grout pressure feed pump

Claims (6)

A grout injection pipe in which a plurality of discharge ports are formed along the tube axis direction and a tube axis direction of the grout injection pipe so that an internal space communicates with the grout injection pipe via each discharge port. In the natural ground reinforcing material provided with a plurality of bags having water permeability arranged in series and being inserted into the reinforcing material insertion hole formed in the natural ground,
Of the discharge ports, the discharge pressure of the grout material from the discharge port located i-th (i = 1, 2, 3... N) from the tip side of the grout injection pipe is the threshold value R _i (i = (1), (2), (3) (N) each provided with a discharge control mechanism capable of shifting the open / close state of the discharge port from a closed state to an open state, In the discharge control mechanism, the threshold value R _i (i = 1, 2, 3... N) is minimized on the distal end side of the grout injection pipe, and is increased along the proximal end side of the grout injection pipe. A natural ground reinforcing material characterized by being configured as described above. Each discharge control mechanism is configured by fitting a radially expandable sleeve into the grout injection pipe so that each discharge port is covered, and the i-th discharge port from the front end side of the grout injection pipe When the discharge pressure of the grout material at the pressure exceeds a threshold value R _i (i = 1, 2, 3... N), the sleeve length of the sleeve and the sleeve so that the sleeve of the discharge port expands in the radial direction. 2. The natural ground reinforcement according to claim 1, wherein a thickness or material or an inner diameter of the discharge port is selected. The ground reinforcing material according to claim 1 or 2, wherein a discharge control mechanism positioned first from a tip end side of the grout injection pipe among the discharge control mechanisms is omitted. The ground reinforcing material according to any one of claims 1 to 3, wherein the grout injection pipe is formed of a hollow bolt, and the hollow bolt is used as a core material for ground stabilization. A grout injection pipe in which a plurality of discharge ports are formed along the tube axis direction and a tube axis direction of the grout injection pipe so that an internal space communicates with the grout injection pipe via each discharge port. A grout connected to the base end side of the grout injection pipe is inserted into a reinforcing material insertion hole formed in the natural ground, and a ground reinforcing material provided with a plurality of water-permeable bags arranged in series. In the grout material injection method of injecting the grout material under pressure into each bag body via the grout injection pipe by driving a pressure pump,
Of the discharge ports, the discharge pressure at the discharge port located i-th (i = 1, 2, 3... N) from the tip side of the grout injection pipe is a threshold value R _i (i = 1, 2). , 3... N), each of the discharge ports is provided with a discharge control mechanism capable of shifting the open / close state of the discharge port from a closed state to an open state. Are set such that their threshold values R _i (i = 2,3... N) are minimized at the tip end side of the grout injection pipe and increase along the base end side of the grout injection pipe. A method for injecting a grout material, wherein the grout pump is driven such that the pump pressure increases with time. The discharge pressure at the discharge port located first from the front end side of the grout injection pipe exceeds the threshold value R ₁ of the discharge control mechanism provided at the discharge port, and the discharge ports located at the second to Nth discharge ports. The pump pressure P ₁ is set so that the discharge pressure is lower than the threshold value R _i (i = 2,3... N) of the discharge control mechanism provided at each discharge port,
The discharge pressure at the discharge port located second from the tip side of the grout injection pipe exceeds the threshold value R ₂ of the discharge control mechanism provided at the discharge port, and the discharge ports located from the third to the Nth The pump pressure P ₂ is set so that the discharge pressure is lower than the threshold value R _i (i = 3... N) of the discharge control mechanism provided at each discharge port,
The pump pressure P _j (j = 1, 2, 3... N) is set by repeating the above pump pressure setting process up to the Nth discharge port,
The grout pressure pump, injection method of grout according to claim 5, wherein the pump pressure is driven so that the _{P 1, P 2, P 3} ··· P N over time.

Images