JP6206920B2 - Ground injection board and ground injection method using the same - Google Patents

Description

  The present invention relates to a ground injection board that replaces a conventional injection pipe used when injecting an injection material such as a chemical solution into a gap in the ground, and a ground injection method using the same.

  For example, in the chemical solution injection method, an injection material such as a chemical solution is injected into the gap between the ground to physically and chemically stabilize the ground. The injection pipe to be used is usually drilled in the ground in advance by an excavator, and is filled with an outer pipe installed in the drilling hole by a double packer. In the multi-point injection method, multiple bundled capillaries are backfilled. In any case, since the ground is drilled by a boring machine, the construction period is long and the cost is high.

  As examples of conventional countermeasures, as disclosed in Patent Documents 1 and 2, there is a technique of penetrating the injection pipe directly into the ground without performing drilling by prior boring when the injection pipe is placed. That is, the injection tube of Patent Document 1 is equipped with a wire rod spirally attached to the periphery of the tube (spiral seal injection tube) and a protective material for the purpose of preventing cutting scraps and contact damage. And this injection | pouring pipe | tube is rotationally excavated and installed in the ground, and is collect | recovered after injection | pouring operation.

  On the other hand, in the injection tube of Patent Document 2, a diffusion layer is attached to the periphery of the tube, and a bit larger than the outer diameter of the tube is attached to the tip. And this injection | pouring pipe | tube is installed in the ground from the assembled segment, and it is buried after the injection operation.

JP 2004-316394 A JP 2007-16536 A

  Each of the injection pipes in Patent Documents 1 and 2 is installed in the ground by mechanical rotary excavation or press-fitting, and at least the pipe body portion is constituted by a rigid pipe. For this reason, in the injection tube of each document, for example, when the length is 10 meters or more, the handling property such as transportation is deteriorated, the installation structure at the time of installation is complicated, and in addition, the unit-length injection tube is connected. However, it must be the required length. As a result, it was difficult for the ground injection method using these injection pipes to shorten the construction period and reduce the construction cost.

  Accordingly, an object of the present invention is to provide a ground injection board which can replace the injection pipe used in the conventional chemical solution injection method and the like and which can omit the drilling work, and a ground injection method using the same. Other objects will be clarified in the following description.

In order to achieve the above object, the invention of claim 1 is used for transferring an injection material such as a chemical solution while being placed in the ground and discharging it into a gap in the ground, such as plastic It is made of a non-water-permeable material and consists of a flexible elongated plate that can be wound around and rewound on a reel.
A plurality of injection material transfer elongated holes extending in the longitudinal direction are formed in the plate thickness, and are provided at a plurality of locations on both side surfaces or one side surface and flow along the elongated holes through the elongated holes. An injection port for discharging the injection material coming outside, and a guide member disposed in the long hole from the injection port and guiding the injection material flowing along the long hole to the outside. When the injection material is transferred to the long hole in the state of being placed in the ground together with the pipe and left in the ground by pulling out the placement pipe, it can be discharged from the injection port to the ground side. It is a feature.

  The above ground injection board is the same as the plastic drain material disclosed in Japanese Patent No. 4363996 and the like in that it has a flexible elongated plate shape and has a long hole formed in the plate thickness. However, the basic configuration of the two is different depending on whether the side surface of the board is water-impermeable or not and whether the side surface has an inlet. That is, since the ground injection board of the present invention is formed of a water-impermeable material, water or the like does not enter the long holes from both side surfaces. On the other hand, the plastic drain material requires that both side surfaces are water permeable and does not function without water permeability. Moreover, the ground injection board of the present invention requires an injection port provided on both side surfaces or one side surface and leading to a long hole in the plate thickness. On the other hand, the plastic drain material does not have an injection port that communicates with the long hole in the plate thickness on the side surface, and if an injection port is provided, the rising water leaks out from there and does not function.

  In addition to the chemical solution, the above injection material includes a nutrient solution, a solution containing other chemical components, a gas, and the like. That is, the injection material is roughly classified into a chemical system and a non-chemical system. Examples of the chemical system include water glass, polymer, and others (for example, a combination of cement and clay). Non-chemical solutions include cement-based, slag-based, clay-based, and others (for example, various solutions excluding chemical solutions and gases such as air).

The present invention as described above is more preferably embodied as described in claims 2-5.
(A) The injection port is configured to be scattered in the vertical direction or at a plurality of places having different heights in a state where the ground injection board is placed in the vertical direction of the ground (Claim 2) .

(A) Among the plurality of long holes, at least one or more long holes are provided near the other end opposite to the one end side where the injection material is introduced, and flow into a gap formed between the ground injection board and the ground. This has a discharge port for discharging the functional material (claim 3) .
(C) It is provided on both sides or one side of the ground injection board, and has an expansion member that expands with moisture and can fill or reduce a gap formed between the ground injection board and the ground. (Claim 4) . The expansion member is provided with a window portion that does not block the injection port.

Further, claims 6 to 7 are a ground injection method using the above ground injection board. That is,
(D) As a ground injection method using the ground injection board according to claim 1 or 2, the ground injection board is inserted into the placement pipe and the tip of the ground injection board is pulled out from the opening of the placement pipe tip. Then, after attaching an anchor for preventing the joint from rising to the lead-out end and placing it in the ground together with the placement pipe, the ground injection board is left in the ground by pulling out the placement pipe, and one end side is A placement step for exposing to the ground surface, an injection preparation step for connecting an injection material introduction part for introducing an injection material into the elongated hole on one end side of the ground injection board, and a predetermined value via the injection material introduction part the injection material among the plurality of long holes of a configuration that is pumped to one or more of the long holes passing through the injection step of ejecting said inlet than the ground clearance of the side surfaces or one side surface (claim 5 )

(E) As a ground injection construction method using the ground injection board according to claim 3, the ground injection board is inserted into the placement pipe and the tip of the ground injection board is drawn out from the opening of the placement pipe tip, Attach an anchor to prevent the joint from rising at the drawer end and place it in the ground together with the placement pipe. Then, with the ground injection board left in the ground by pulling out the placement pipe, one end side is the ground side Between the ground injection board and the ground, a casting step for exposing the ground injection board, an injection preparation step for connecting an injection material introduction part for introducing the injection material into the elongated hole on one end side of the ground injection board, The gap is filled or reduced with a flowable material discharged from a discharge port provided in the vicinity of the other end opposite to the one end side where the injection material is introduced among the plurality of long holes, and then, through the injection material introducing portion. A plurality of the predetermined length Of a structure which is pumped to one or more of the long holes passing through the injection step of ejecting said inlet than the ground clearance of the sides or one side (claim 6).
( F ) As a ground injection method using the ground injection board according to claim 4, the ground injection board is inserted into the placement pipe and the tip of the ground injection board is drawn out from the opening of the placement pipe tip, Attach an anchor to prevent the joint from rising at the drawer end and place it in the ground together with the placement pipe. Then, with the ground injection board left in the ground by pulling out the placement pipe, one end side is the ground side Between the ground injection board and the ground, a casting step for exposing the ground injection board, an injection preparation step for connecting an injection material introduction part for introducing the injection material into the elongated hole on one end side of the ground injection board, After the gap is filled or reduced by expansion of the expansion member, a predetermined injection material is pumped into one or more of the plurality of long holes through the injection material introduction portion, and the both side surfaces or one side surface From the injection port to the gap in the ground It is configured to go through the implantation step of (claim 7).

  In the invention of claim 1, as a ground injection board to replace a conventional injection pipe used for transferring an injection material such as a chemical solution from the ground surface side and discharging it to the ground gap in a state of being placed in the ground, Since it is made of a flexible elongated plate formed of a non-water-permeable material such as plastic, it can be inserted into the placement tube as in the embodiment and placed in the ground via the placement tube, that is, as in the past. A drilling device similar to the drain construction method using the plastic drain material described above can be performed quickly without the need for a drilling device for drilling, thereby injecting an injection material such as a chemical into the gap in the ground. As a ground injection method, the construction period can be shortened and the construction cost can be reduced.

  Further, the ground injection board of the present invention has a plurality of injection material transfer long holes extending in the longitudinal direction in the plate thickness, and is provided at a plurality of locations on both side surfaces or one side surface. Since it has an injection port that discharges the injection material flowing along the long hole to the outside, as shown in the embodiment, the injection material such as a chemical solution is simultaneously transferred from the one end of the board to a plurality of long holes. Thus, it is possible to efficiently inject into a wider area than each injection port.

Moreover, in this invention, since it has the guide member which is arrange | positioned in an elongate hole from an injection hole, and guides the injection material conveyed along the elongate hole outside, it is from a board one end side to an elongate hole. The introduced injection material is reliably injected from the injection port communicating with the elongated hole into the gap between the grounds by the action of the guide member, thereby eliminating the waste of flowing to the other end side of the elongated hole.

In the invention of claim 2 , since the injection ports are scattered in the vertical direction or at a plurality of places having different heights in a state where the ground injection board is driven in the vertical direction, the injection material is as shown in FIG. It becomes easy to discharge evenly on the ground.

In the invention of claim 3, as illustrated in FIG. 1B and FIG. 4B, at least one of the plurality of long holes is the other end opposite to the one end side where the injection material is introduced. The fluidity material is discharged from the discharge port provided in the vicinity into the gap formed between the ground injection board and the ground to reduce the gap, thereby improving the injection degree and efficiency in the ground injection method.

In the invention of claim 4 , as shown in FIG. 7 (b), an expansion member is provided on both sides or one side of the ground injection board and expands due to moisture so that a gap formed between the ground injection board and the ground is expanded. It is possible to improve the injection degree and efficiency in the ground injection method.

In the invention of claim 5, as the ground injection method using the ground injection board according to claim 1 or 2, when the ground injection board is placed in the ground, the conventional plastic drain material is used as described above. Immediate placement by a placement machine similar to the drain construction method, and injection work that efficiently pumps an injection material such as a chemical solution into a plurality of elongated holes and efficiently discharges it into the ground gap from each side or one side inlet As a result, the construction cost can be reduced and the construction period can be shortened.

In each invention of Claims 6 and 7, the gap formed between the ground injection board and the ground is made by a fluid material that discharges through the discharge port provided in the vicinity of the other end of Claim 3 , or Claim 4 It is possible to improve the injection degree and efficiency in the ground injection method by filling or reducing the expansion member by expansion.

BRIEF DESCRIPTION OF THE DRAWINGS It is a schematic diagram at the time of applying the ground injection construction method of invention form, (a) is a side view of the ground injection board laid in the ground, (b) is a front view seen from the A direction of (a), (c ) Is a cross-sectional view taken along line B-B in (b). (A) is the CC sectional view taken on the line of FIG.1 (b), (b) is a schematic external view of a guide member, (c) is the DD sectional schematic sectional view of (a) enlarged view. The construction order of the ground injection construction method is schematically shown, wherein (a) shows a placement machine positioning step, (b) shows a ground injection board placement step, and (c) shows a board cutting step. 3 schematically shows the construction sequence following FIG. 3, (a) shows an injection preparation process, (b) shows a discharge process of a fluid material for filling the gap, and (c) shows an injection process of an injection material such as a chemical solution. ing. (A) And (b) is the schematic cross section which showed the modification 1 and 2 of the said ground injection board corresponding to Fig.2 (a). (A), (b), and (c) are schematic external views showing modifications 1 to 3 of the guide member corresponding to FIG. 2 (b). 4 schematically shows a modification example of the construction order, in which (a) shows an injection preparation step, (b) shows an expansion confirmation step of the expansion member, and (c) shows an injection step of an injection material such as a chemical solution.

  Embodiments to which the present invention is applied will be described below with reference to the drawings. In this description, the ground injection board, the ground injection method, the modified examples 1 and 2 of the ground injection board, the modified examples 1 to 3 of the guide member, and the modified example 1 of the ground injection method will be described in this order. In the description of each modification, a new reference numeral is attached only to the changed member or part, and redundant description is omitted as much as possible. In the drawings, details are omitted or modeled.

(Ground injection board) A ground injection board 1A (1) shown in FIGS. 1 and 2 is made of a plastic core material 10 and a plastic core material sandwiching the core material 10 from both sides or from above and below as a water-impermeable material. The sheet material 11, 11 is formed into a flexible elongated plate shape, and has a plurality of injection material transfer long holes 12 extending in the plate-like longitudinal direction within the plate thickness. The width L of the ground injection board 1 is about 3 to 15 cm, more preferably about 5 to 10 cm in relation to the placement pipe. The thickness is preferably about 0.5 to 2 cm. The material of the core material 10 and the sheet material 11 may be thermoplastic, rubber, or similar materials, more preferably than plastic.

  Here, each of the long holes 12 is formed by dividing the core material 10 into a concavo-convex shape in the plate width direction and joining the sheet material 11 to both sides or upper and lower surfaces of the concavo-convex core material 10. . In other words, the core member 10 includes two parallel outer walls 10a and 10a and a connecting wall 10b that connects the outer wall 10a and the outer wall 10a. Each sheet material 11 is joined and integrated to two parallel outer walls 10a and 10a.

  The above ground injection board 1A is an example of a molding method. After the core material 10 and each sheet material 11 are both produced by extrusion molding using a thermoplastic resin material, each sheet material 11 is formed on both sides of the core material 10. Affixed to walls or top and bottom walls. Further, since the ground injection board 1A is flexible, it can be handled while being wound around the supply reel 7 as shown in FIG. 3, and is unwound from the supply reel 7 and cut at an arbitrary length.

  Further, the ground injection board 1 </ b> A flows along the plurality of injection holes 13 through which the injection material flowing along the long holes 12 through the long holes 12 is discharged and the one or more long holes 12. A discharge port 13a for discharging the coming fluid material is provided.

  Among these, each injection port 13 is provided with a window 11 a communicating with the long hole 12 in each sheet material 11, disposed in the long hole 12 from the window 11 a, and an injection material transferred along the long hole 12. It is divided by the guide member 2 which guides the outside. The guide member 2 may be omitted, and the window 11a itself may be used as the injection port 13. In that case, as shown in FIG. 1A, a hole closing cap 29 is attached to the other end 1b of the ground injection board 1, or the long hole is closed by partial melting or the like.

  In addition, each injection port 13 is provided so as to be scattered in the vertical direction or at different heights with the ground injection board 1 placed in the vertical direction as shown in FIG. Between the one end side 1a for introducing the injection material into the long hole 12 in a state of being driven in the direction and the opposite other end side 1b, the distance from the one end side 1a is provided so as to be scattered. Moreover, it is preferable to provide each injection port 13 in the plate width direction so as to have a stepped shape from the left and right sides to the other side at substantially equal intervals.

  Each guide member 2 is substantially U-shaped as shown in FIG. 2C, that is, has a bottom wall 20 and both side walls 21, and as shown in the right enlarged view of FIG. 2A, one window 11a. It is attached by pushing into the long hole 12 and the other window 11a. In this case, each guide member 2 has both side walls 21 attached to the connecting walls 10b, 10b of the core member 10 facing each other through an adhesive or the like in order to prevent inadvertent detachment or misalignment. Is preferred. In the mounted state, the injection material transferred along the long hole 12 enters the inside 23 of the guide member 2 and is discharged out of the front and rear or left and right openings. The material of the guide member 2 is the same as that of the core material 10, more preferably plastic, rubber, or the like than plastic.

  On the other hand, the discharge port 13a is provided in the vicinity of the lower end of the long hole 12 when the ground injection board 1 is driven in the ground vertical direction as shown in FIG. In this configuration, a fluid material such as soil cement is sent along the long hole 12 so as to be discharged from the discharge port 13a so that a gap formed between the ground injection board 1 and the ground can be filled or reduced.

(Ground injection method) Next, an example of the ground injection method using the above-described ground injection board 1 will be described. In this ground injection method, the positioning process of the driving machine 4 in FIG. 3A, the board driving process in FIG. 3B, the board cutting process in FIG. 3C, and the board cutting process in FIG. The injection preparation process, the fluid property material discharging process of FIG. 4B, and the injection material injection process of FIG. 4C are performed. However, the discharging step in FIG. 4B may be omitted depending on the soil properties of the target ground.

  Here, the ground injection boat 1 is transported to the target construction area as an injection board raw material 10 of several tens of meters wound on the supply reel 7, unwound from the supply reel 7 of the placement machine 4, and placed on the ground. In this state, it is cut into a predetermined length. The injection board raw material 10 is provided with the above-described injection holes 13 at intervals determined by using the ground injection boat 1 as a unit. The driving machine 4 is the same as or similar to that used in the conventional drain construction method using a plastic drain material, and is provided with a lifting guide reader 6 installed on a moving body 5, the supply reel 7, The illustrated control device is provided. In the construction area, the first storage tank containing an injection material such as a chemical solution, the second storage tank containing a fluid material such as soil cement, and the injection material and the fluid material are pumped from the respective storage tanks in a switchable manner. A pump and supply hose 28 are prepared.

  The leader 6 is provided with a guide means 6a for guiding the injection board raw material 10 provided on the upper side and drawn from the supply reel 7 downward along the leader 6 from above, and a pair provided on the lower side for raising and lowering the placing tube 3. Elevating means 8 having a roller 8a or the like is provided. The placement tube 3 has a cylindrical shape, the tip 3a of which is narrowed into a substantially conical shape, and forms a slit-shaped opening. Then, the injection board raw material 10 is inserted into the tube from directly above the placement tube 3 and drawn out from the opening of the tip 3a. An anchor 17 is attached to the drawing end, and the discharge port 13a for the fluid material described above is formed.

  As shown in FIG. 3B, the anchor 17 draws the casting board 3 placed in the ground as shown in FIG. 3B, and the injection board raw material 10 (ground injection board 1) in the casting pipe is taken out. It is a member that prevents so-called co-up. The anchor 17 has a substantially rectangular plate shape as shown in FIG. 1C, and has through-holes 19 and 19 that are opened in parallel with an arm portion 18 interposed therebetween. The anchor 17 is inserted with the other end, which is the drawing end of the injection board raw material 10 (ground injection board 1), downward into one through hole 19 and turned back at the arm portion 18 so as to face the other through hole 19 upward. Is attached to the other end 1b on the injection board side. Of course, the shape of the anchor 17 is not limited to this.

  In the positioning step of FIG. 3A, the movable body 5 is arranged at the first ground injection board placement position in the construction area in the state where the initial preparation of the placement machine 4 is completed. In the ground injection method, in the target construction area, in general, the ground injection boards 1 are generally placed in a row and a column on the ground side in order at substantially equal intervals, but the order of placement is also determined in advance. .

  In the board placing process of FIG. 3 (b), after the placement tube 3 is driven to a predetermined depth, the portion of the injection board raw material 10 (ground injection board 1) inserted into the placement tube is left in the ground. Then, the placement tube 3 is pulled out to expose one end side 1a which becomes the ground injection board 1 to the ground surface side. In this process, the presence or absence of the above-mentioned rise is monitored by a control device (not shown) or the like.

  In the board cutting process of FIG. 3C, the one end side 1 a exposed to the ground surface side is cut by a dedicated cutter 9. Thereby, the placement of the first ground injection board 1 is completed. The anchor 17 described above is attached to the cut end portion of the injection board raw material 10, and a discharge port 13a is formed when the gap formed between the ground injection board 1 and the ground is filled with a fluid material.

  In the injection preparation step of FIG. 4A, the injection material introduction part 27 is attached to the one end side 1 a of the ground injection board 1, and the supply hose 28 is connected to the connecting part protruding from the upper surface of the injection material introduction part 27. Is connected. The injection material introduction section 27 has a plurality (five in this example) of injection material insertion pipes for introducing the injection material pumped from the hose 28 through a switching section (not shown) into the target long hole 12. And one or more (two in this example) flow material plug-in pipe portions for introducing the flowable material pumped through the switch portion and the switching portion into the target slot 12. Yes. The supply hose 28 pumps an injection material, such as a chemical solution, stored in the first storage tank to the injection material plug-in portion of the injection material introduction section 27 via a pump, or is stored in the second storage tank. The flowing fluid material is pumped to the fluid material plug-in portion of the injection material introducing portion 27 through a pump.

  In the fluid physical material discharge step of FIG. 4B, a fluid material such as soil cement is introduced into the two long holes 12 from the supply hose 28 and the fluid material plug-in portion of the injection material introducing portion 27, It is discharged out from the lower discharge port 13a communicating with the long hole 12. Then, the discharged flowable material rises along the arrow in the figure, that is, the gap formed between the ground injection board 1A and the ground (this is a gap formed due to the anchor 17 in particular). While filling or reducing gaps. This is to make it easier for the injection material to be injected in the next injection step to be injected into the ground gap when discharged from the injection port 13.

  4C, an injection material such as a chemical solution is introduced into the five long holes 12 from the supply hose 28 and the injection material plug-in portion of the injection material introducing portion 27. It is discharged outside from the injection ports 13 at five locations on one side and 10 locations on both sides. Then, the discharged injection material is efficiently injected into the ground gap.

  The above steps are repeated from the first to the nth in the first column. Thereafter, when the second row is performed, the second row of local board injection boards 1 are separated from the first row of ground injection boards 1 as indicated by the alternate long and short dash line in FIG. ) And is preferably placed in the opposite direction. In this configuration, the injection holes 13 at the same height between the ground injection boards 1 facing each other are arranged on the left and right, and accordingly, the injection material is uniform in the ground gap existing between the boards 1. To be injected.

 (Modification 1 of the ground injection board) The ground injection board 1B (1) in FIG. 5A has a configuration in which the expansion member 16 is attached to the outer surfaces of the sheet materials 11 and 11 with respect to the ground injection board 1A. The expansion member 16 is obtained by integrating an expansion material 15 whose volume is expanded by water on one side of the double-sided adhesive tape 14. As the expansion material 15, a material having rapid expansion due to water absorption and a high expansion rate is preferable. Further, the expansion member 16 is provided with a window portion 16a that does not block the injection port 13 described above.

 (Modification 2 of the ground injection board) The ground injection board 1C (1) in FIG. 5B is different from the ground injection board 1A in that the plastic core 10 itself has a plurality of long holes 12 within the plate thickness. It is the structure which forms. Therefore, the ground injection board 1C is simple because the sheet material 11 is not required, and the manufacturing cost can be reduced.

 (Modification 1 of the guide member) The guide member 2A (2) shown in FIG. 6A is composed of a rectangular container defined by the bottom wall 20, the side walls 21, and the front and rear walls 22, and has a predetermined size on the front and rear walls 22. The water injection hole 24a is formed. The guide member 2A is attached by being pushed into the one window 11a, the long hole 12, and the other window 11a as described above so that the water injection holes 24a are arranged on both sides of the ground injection board 1. In the attached state, the injection material transferred along the long hole 12 enters the inside 23 of the guide member 2 and is discharged outside the water injection holes 24 a of the front and rear walls 22.

 (Modification 2 of the guide member) The guide member 2B (2) in FIG. 6B is an example in which the injection material is discharged from only one side of the ground injection board 1, and the bottom wall 20 and both side walls 21 are provided. Moreover, it is divided by one front wall 22. The guide member 2B is also attached by being pushed into the one window 11a, the long hole 12, and the other window 11a as described above so that the front wall 22 is disposed on the corresponding side surface side of the ground injection board 1. In the mounted state, the injection material transferred along the long hole 12 enters the inside 23 of the guide member 2 and is discharged out of the opening facing the front wall 22.

 (Modification 3 of the guide member) The guide member 2C (2) in FIG. 6C is an example in which the guide member 2C (2) is attached to the ground injection board 1 by an engagement structure, and includes the bottom wall 20, the side walls 21, and the side walls. The upper connection part 25 which connects the upper side of 22 is divided, and front and back or right and left are opened in the shape of a rectangular window. Further, on each end face of the bottom wall 20 and each end face of the upper connecting portion 25, a restriction piece portion 26 for preventing detachment protrudes upward or downward. In this guide member 2C, the upper connecting portions 25 are arranged on the corresponding side surfaces of the ground injection board 1 and are pushed into the one window 11a, the long hole 12, and the other window 11a, and The ground injection board 1 is sandwiched from both sides by the right and left restricting pieces 26. Thereby, in this structure, once the guide member 25C is incorporated into the ground injection board 1, it cannot be removed carelessly without using an adhesive.

 (Modification 1 of the ground injection method) FIGS. 7 (a) to (c) correspond to FIGS. 4 (a) to (c) as the ground injection method using the above-described ground injection board 1B (1). Show. That is, when the ground injection board 1B is used, the expansion state of the expansion member 16 (the expansion material 15 thereof) is confirmed as shown in FIG. 7B instead of the fluid physical material discharge step of FIG. 4B. Will be. In this configuration, as shown in FIG. 7 (b), a gap formed between the ground injection board 1B and the ground by the expansion body 15a of the expansion material 15 provided on both surfaces or one surface of the ground injection board 1B and expanding by moisture. Fill. This is to make it easier for the injection material to be injected in the next injection step to be injected into the ground gap when discharged from the injection port 13.

  Note that the above embodiments and modifications do not limit the present invention. The present invention only needs to include technical elements specified in each claim, and the details can be variously changed and developed as necessary. For example, the following configuration can be given as a development example.

  As a first development example, the ground injection boat and the guide member are formed of a non-water-permeable and degradable material (for example, a material structure disclosed in Japanese Patent Application Laid-Open No. 2004-100443), and bacteria in the ground after use. To be disassembled by. This is because the above ground injection board and guide member are assumed not to be collected but buried.

  As an example 2 of deployment, when the ground injection board is placed with a placement pipe as in the embodiment, the ground injection board is likely to be raised together with the placement pipe being pulled, It is to monitor such co-up by the configuration described in Japanese Patent No. 2768879.

  As a third development example, in addition to placing the ground injection board in the vertical direction as in the form example, it is placing in the horizontal direction by the configuration described in JP-A-2002-30646. The present invention also includes such an expanded configuration.

1A to 1C (1) ... ground injection board (1a is one end side, 1b is the other end side)
2A to 2C (2) ... guide member (21 is a side wall, 20 is a bottom wall, 24a is an injection hole)
3 ... Pipe (3a is the tip)
4 ... Driving machine 5 ... Moving body 6 ... Leader (6a is guide means)
7: Supply reel 8 ... Lifting means (8a is a roller)
DESCRIPTION OF SYMBOLS 9 ... Cutter 10 ... Core material 11 ... Sheet material 11a ... Window (injection port)
13 ... Injection port 13a ... Discharge port 16 ... Expansion member (14 is a sheet, 15 is an expansion material, 15a is an expansion body)
17 ... Anchor 27 ... Injection material introduction part 28 ... Supply hose 29 ... Cap for closing holes

Claims (7)

It is used to transfer an injection material such as a chemical solution in the state of being placed in the ground and discharge it into the gap between the ground,
It is made of a non-water-permeable material such as plastic and consists of a flexible elongated plate that can be wound around and rewound on a reel.
A plurality of injection material transfer elongated holes extending in the longitudinal direction are formed in the plate thickness, and are provided at a plurality of locations on both side surfaces or one side surface and flow along the elongated holes through the elongated holes. An injection port for discharging the coming injection material to the outside ;
A guide member that is disposed in the elongated hole from the inlet and guides the injecting material flowing along the elongated hole to the outside ;
When the injection material is transferred to the long hole in the state of being placed in the ground together with the placement pipe and left in the ground by pulling out the placement pipe, it can be discharged to the ground side from the injection hole. A ground injection board characterized by that. 2. The ground injection board according to claim 1, wherein the injection ports are scattered in a plurality of locations having different vertical directions or heights in a state where the ground injection board is placed in a vertical direction of the ground. . Among the plurality of long holes, at least one of the long holes is provided near the other end opposite to the one end side where the injection material is introduced, and a fluid material is formed in a gap formed between the ground injection board and the ground. ground injection board according to claim 1 or 2, characterized in that it has a discharge port for discharging. An expansion member is provided on both sides or one side of the ground injection board and expands by moisture so as to fill or reduce a gap formed between the ground injection board and the ground. Item 3. The ground injection board according to Item 1 or 2 . Using the ground injection board according to claim 1 or 2 ,
The ground injection board is inserted into the placement pipe and the tip of the ground injection board is pulled out from the opening at the tip of the placement pipe, and an anchor for preventing the joint from rising is attached to the withdrawal end, and the ground injection board is inserted into the ground together with the placement pipe. After placing, in a state where the ground injection board is left in the ground by pulling out the placement tube, a placing step of exposing one end side to the ground surface side;
An injection preparation step of connecting an injection material introduction part for introducing an injection material into the elongated hole on one end side of the ground injection board,
An injection step of pumping a predetermined injection material into one or more of the plurality of long holes through the injection material introducing portion and discharging the predetermined injection material from the injection ports on the both side surfaces or one side surface into the ground gap; A ground injection method characterized by passing through. Using the ground injection board according to claim 3 ,
The ground injection board is inserted into the placement pipe and the tip of the ground injection board is pulled out from the opening at the tip of the placement pipe, and an anchor for preventing the joint from rising is attached to the withdrawal end, and the ground injection board is inserted into the ground together with the placement pipe. After placing, in a state where the ground injection board is left in the ground by pulling out the placement tube, a placing step of exposing one end side to the ground surface side;
An injection preparation step of connecting an injection material introduction part for introducing an injection material into the elongated hole on one end side of the ground injection board,
The gap formed between the ground injection board and the ground is filled or reduced by a fluid material discharged from a discharge port provided near the other end opposite to the one end side where the injection material is introduced among the plurality of long holes. After that, a predetermined injection material is pumped to one or more of the plurality of long holes through the injection material introducing portion, and is discharged from the injection ports on both side surfaces or one side surface into the ground gap. A ground injection method characterized by going through an injection process. Using ground injection board mounting serial to claim 4,
The ground injection board is inserted into the placement pipe and the tip of the ground injection board is pulled out from the opening at the tip of the placement pipe, and an anchor for preventing the joint from rising is attached to the withdrawal end, and the ground injection board is inserted into the ground together with the placement pipe. After placing, in a state where the ground injection board is left in the ground by pulling out the placement tube, a placing step of exposing one end side to the ground surface side;
An injection preparation step of connecting an injection material introduction part for introducing an injection material into the elongated hole on one end side of the ground injection board,
After the gap formed between the ground injection board and the ground is filled or reduced by expansion of the expansion member, a predetermined injection material is inserted into the plurality of elongated holes through the injection material introduction part. A ground injection method characterized by passing through an injection step of pumping into a hole and discharging into the gap between the both side surfaces or one side surface through the injection port.

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