KR101030686B1 - Simultaneous method using a simultaneous-injecting apparatus comprising packer and u-shape pipe - Google Patents

Abstract

The present invention is a simultaneous injection device consisting of a packer and a U-shaped injection tube to inject the injection material at different depths of the drilling hole when injecting the injection material into the drilled hole of the ground for the purpose of increasing the strength of the ground, order and ground stability It relates to a simultaneous injection method using.

Simultaneous injection method using a simultaneous injection device consisting of a packer and the U-shaped injection tube according to the present invention comprises the steps of: a) drilling the ground (G); B) when the drilling operation is completed, retracting the pilot bit 75 in the reverse direction of the drilling direction to separate the rod 70 and the pilot bit 75 from the injection shell 50; C) inserting the front end of the U-shaped injection inner tube 1 in which the plurality of packers 40 (40a, 40b, 40c, 40d) are mounted to be spaced apart from each other; D) sealing the inlet of the injection envelope 50 with a stopper 80 and a caulking material 81; E) connecting the first and second pumps 60 and 65 to the first and second injection tubes 10 and 20 of the U-shaped injection inner tube 1, respectively, By supplying the injection material into the injection holes 10 and 20, the injection pressure of the second injection pipe 20 acts as a back pressure of the injection pressure supplied to the first injection pipe 10, so that the injection material is formed in each of the compartments D1, D2, and D3. , D4) is ejected to the ground at the same pressure at the same time.

Description

Simultaneous injection method using simultaneous injection device consisting of packer and U-shaped injection tube {SIMULTANEOUS METHOD USING A SIMULTANEOUS-INJECTING APPARATUS COMPRISING PACKER AND U-SHAPE PIPE}

The present invention is a simultaneous injection device consisting of a packer and a U-shaped injection tube to inject the injection material at different depths of the drilling hole when injecting the injection material into the drilled hole of the ground for the purpose of increasing the strength of the ground, order and ground stability It relates to a simultaneous injection method using.

In general, the vertical (inclined) injection method and the tunnel advanced grouting method use a casing after drilling the ground to a predetermined depth, install an injection appearance, remove the casing (or hemmer bit), and then, between the circumferential surface of the drilling hole and the injection appearance. Sealing using a sealing agent (sealing agent) in the gap of a single packer or a double packer is a method of injecting the injection material several times by step.

As such, the vertical (inclined) injection method and the tunnel advanced grouting method are complicated by the construction process, and after 24 hours have elapsed, the packer is raised by 30 cm to 50 cm from the distal end of the injection tube. It takes a lot of construction time because it needs to install several times and inject the injection material.

The steel pipe multi-stage grouting method drills the ground to a predetermined depth with a casing (or hemmer bit), pushes the steel pipe assembled into the drilling hole, removes the casing (or hemmer bit), and caulks the entrance of the hole. In addition, the gap between the circumferential surface of the drilling hole and the steel pipe is sealed with a sealing agent, and a packer is inserted into the inside of the steel pipe to inject the injection material three to five times in multiple stages.

This construction method takes a lot of construction time due to the complicated construction process, and there is a risk of the ground becoming independence due to the difference between the diameter of the drilled hole and the diameter of the steel pipe, and the weakening of the ground due to the common phenomenon occurring at the tip of the drilled hole. This halved the effect of steel pipe reinforcement.

In addition, in the tunnel excavation work passing through the low toffee section or tunnel excavation work such as alluvial layer, weathering band (rock), crushing band, etc., the construction method to construct arch at the top of tunnel is Guilin Hitech Co., Ltd. Korean Patent No. 10- 0756536 (Registered on August 31, 2007, title of invention: Simultaneous injection device for steel pipe reinforced grout and simultaneous injection method for steel pipe reinforced grout using the same), Republic of Korea Patent No. 10-0643508 (2006) Registered on November 1, the title of the invention: Simultaneous multi-stage injection tube of grout material and multi-stage grouting method using the same), and Korea Patent No. 10-0605562 of Gwangsung GM Co., Ltd. registered on July 20, 2006, name of invention : Multi grouting injection device).

The prior art introduced above is to install a steel pipe at the same time as the ground perforation, caulking the entrance of the drilling hole, inserting a plurality of injection inner tube and packer into the interior of the steel pipe, by simultaneously injecting grout in each section partitioned by the packer Although the construction period is shortened compared to the existing steel pipe multi-stage grouting method, the steel pipe tip connected with the direct drilling bit is open, so that the injection material is not injected into the ground through the injection opening / closing valve from the start of injection, and the injection material is injected through the steel pipe tip. The injection material flows back into the adjacent hole or steel pipe out of the range or it is not only difficult to inject the injection work, but also the loss of the injection material, and the use of a plurality of injection pipes (3 to 5) as consumables, and the number of injection hoses to be inserted Injection pump quantity was required, which was ineffective for economy and quality.

Accordingly, an object of the present invention is to insert the injection appearance is formed with a plurality of ejection openings and the non-return valve is installed in each of the ejection openings in the ground drilling hole, injecting the U-shaped injection inner tube is installed with a plurality of packers spaced apart from each other By inserting the injection material into all sections of the drilling hole to be injected at the same time by inserting into the exterior and irrespective of the injection appearance length, only the first and second injection pumps can be operated, thereby reducing the construction cost and shortening the construction period and ensuring excellent grouting quality. It is to provide a simultaneous injection method using a simultaneous injection device consisting of a packer and a U-shaped injection tube.

An example of a simultaneous injection method using a simultaneous injection device made of a packer and the U-shaped injection tube according to the present invention for achieving the above object is

A) A plurality of injection holes are formed and a ring bit is connected to an injection exterior equipped with a non-return valve in each injection hole, and a rod connected with a pilot bit is inserted into the injection exterior, and the ground is formed by a pilot bit and a ring bit. Perforating;

B) when the drilling operation is completed, retracting the pilot bit in the reverse direction of the drilling direction to separate the rod and the pilot bit from the injection appearance;

C) inserting the front end of the U-shaped injection inner tube mounted with the plurality of packers spaced apart from each other to the front end of the injection exterior;

D) sealing the inlet of the injection envelope with a stopper and caulking material;

E) the first and second pumps are connected to the first and second injection pipes of the U-shaped injection pipe, and the injection material is supplied to the first and second injection pipes so that the injection material supplied to the second injection pipes is As the waterproof cloth of the packer is expanded through the second ejection hole of the second injection tube and the waterproof cloth of the packer is expanded, the interior of the injection exterior is partitioned into a plurality of compartments by the expanded waterproof packer, and the injection material is second At the same time as the pump is supplied to the second injection pipe, the injection material is supplied to the first injection pipe by the first pump, and the injection pressure supplied through the second injection pipe acts as a back pressure of the injection pressure supplied to the first injection pipe. Thus, the injection material is supplied at the same pressure to the plurality of compartments formed in the injection exterior by the packer through the first ejection hole, respectively, and each injection material filled in the compartments has the same pressure. At the same time characterized in that it is ejected into the ground perforation hole.

In the above method, c) in the step of inserting the front end of the U-shaped injection tube in which the plurality of packers are spaced apart from each other up to the tip of the injection tube, the U-shaped injection tube is one end of the first injection tube and the second One end of the injection tube is connected by a connecting member so that the first injection tube and the second injection tube communicate with each other, and the first injection holes punctured in the first injection tube are disposed between the packers, and the second injection tube is drilled in the second injection tube. It is characterized in that the second ejection holes are arranged inside the packer.

The injection material may be any one of ordinary cement system, micro cement system, micro inorganic grade filler system, silicate system (sodium silicate No. 3, modified silicate, active silicate), urethane system, and silica sol system, depending on the constituent layer, relative density, and groundwater level of the ground. It is characterized by selecting.

Another example of the simultaneous injection method using a simultaneous injection device made of a packer and the U-shaped injection tube according to the present invention

A) perforating the ground using a ground perforator,

B) inserting an injection appearance into the drilling hole;

C) inserting the U-shaped injection tube mounted with the plurality of packers spaced apart from each other into the injection shell;

D) sealing the inlet of the injection envelope with a stopper and caulking material;

E) the first and second pumps are connected to the first and second injection pipes of the U-shaped injection pipe, and the injection material is supplied to the first and second injection pipes so that the injection material supplied to the second injection pipes is As the waterproof cloth of the packer is expanded through the second ejection hole of the second injection tube and the waterproof cloth of the packer is expanded, the interior of the injection exterior is partitioned into a plurality of compartments by the expanded waterproof packer, and the injection material is second At the same time as the pump is supplied to the second injection pipe, the injection material is supplied to the first injection pipe by the first pump, and the injection pressure supplied through the second injection pipe acts as a back pressure of the injection pressure supplied to the first injection pipe. Thus, the injection material is supplied at the same pressure to the plurality of compartments formed in the injection exterior by the packer through the first ejection hole, respectively, and each injection material filled in the compartments has the same pressure. At the same time characterized in that it is ejected into the ground perforation hole.

As a result, the simultaneous injection method using the simultaneous injection device consisting of the packer and the U-shaped injection tube according to the present invention by injecting the injection material at the same pressure in all sections of the drilling hole at the same time, reducing the construction cost and shorten the construction period, injection material It is injected within the injection purpose range without departing from the injection purpose range to secure the grouting quality excellent in the strength increase of the ground and the order effect, and the process of filling the sealing material between the drilling hole and the injection appearance before the injection material is omitted. It is possible to prevent backflow of injection material into adjacent drilling holes, and to achieve optimal ground strength increase and order by freely selecting the appropriate injection material according to the ground component of the ground, relative density, groundwater level, etc. There is.

Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the drawings.

1 to 4, the simultaneous injection method using a simultaneous injection device consisting of the packer and the U-shaped injection tube according to the first embodiment of the present invention is applied to the direct drilling method is made in the following order.

A) Perforate the ground (G) to reinforce the tunnel or slope (see Figure 1). At this time, the rod 70 connected to the pilot bit 75 is disposed in the injection shell 50 in which the ring bit 55 is mounted, and a hole is formed in the ground by the pilot bit and the ring bit.

The injection appearance 50 has a plurality of injection holes 51 are formed, each of the injection holes 51 is equipped with a non-return valve 52.

B) When the drilling operation is completed, the pilot bit 75 is retracted in the reverse direction of the drilling direction to separate the rod 70 and the pilot bit 75 from the injection appearance 50 (see FIG. 2).

3) Then, as shown in Figure 3, a plurality of packers (40; 40a, 40b, 40c, 40d) is mounted on the tip of the U-shaped injection inner tube (1) spaced apart from each other of the injection appearance 50 Insert to the tip (see Figure 3).

5 and 6, at this time, the U-shaped injection inner tube 1 is connected to one end of the first injection tube 10 and one end of the second injection tube 20 by the connecting member 30, The first injection tube 10 and the second injection tube 20 communicate with each other, and the first injection holes 11 drilled in the first injection tube 10 are disposed between the packers 40, and the second injection tube Second blow holes 21 bored in 20 are disposed in the packer 40.

The connecting member 30 is a "U" -shaped curved tube or, as shown in Figure 5, a "U" -shaped through-hole 31 is formed in the rectangular parallelepiped, the first injection pipe at both ends of the through-hole 31 10 and the end of the second injection tube 20 may be equipped with a connector (32, 33) that can be connected.

The packer 40 has a cylindrical packing 41 in which a first mounting hole 41a into which the first injection tube 10 is fitted and a second mounting hole 41b into which the second injection tube 20 is fitted are formed. ) And a cylindrical second packing 42 having a first mounting hole 42a into which the first injection tube 10 is fitted and a second mounting hole 42b into which the second injection tube 20 is fitted. and; Both ends surrounding the circumference of the first packing 41 and the second packing 42 in a rounded state are composed of a waterproof cloth 43 fixed by a tie band 44.

The first packing 41 has a first cutout 41c cut out from the outer circumferential surface to the first mounting hole 41a and a second cutout 41d cut out from the outer circumferential surface to the second mounting hole 41b. do.

As a result, the first injection pipe 10 can be inserted into the first mounting hole 41a through the first cutout 41c, and the second injection pipe 20 can be inserted through the second cutout 41d. It can be fitted into the second mounting hole 41b, so that the first packing 41 can be easily attached to the first injection pipe 10 and the second injection pipe 20. In addition, when the one end of the waterproof cloth 43 is tied with the tie band 44 only around the first packing 41, the first packing 41 is connected to the first injection pipe 10 by the tie band 44. ) And the second injection tube 20.

The second packing 42 also has the same configuration as the first packing, and is fixed to the first injection pipe 10 and the second injection pipe 20 by the tie band 44 like the first packing.

The waterproof cloth 43 should have a waterproof function so as to withstand the pressure of the injection material supplied through the second injection hole 21 of the second injection tube 20 so that the internal pressure does not easily leak to the outside. . The waterproof cloth was found to have a rubber-coated cloth or a fabric called "falling cloth" satisfying the above properties.

D) Then, the inlet of the injection appearance 50 is sealed with a stopper 80 and a caulking material 81 (see Fig. 3).

E) connecting the first and second pumps 60 and 65 to the first and second injection tubes 10 and 20 of the U-shaped injection inner tube 1, respectively, 10, 20) to supply the injection material (see Fig. 4).

As a result, when the injection material is supplied to the second injection pipe 20 by the second pump 65, a part of the injection material passes through the second ejection hole 21 of the second injection pipe 20. Since the waterproof cloth 43 of the packer 40 is supplied to the inside of the packer 40, the interior of the injection shell 50 is expanded into a plurality of compartments D1 and D2 by the waterproof cloth 43 of the expanded packer 40. , D3 and D4, while the rest is supplied to the first injection pipe 10 through the connecting member 30. (This is the injection pressure supplied through the second supply pipe 20 to the first injection pipe 10. Acts as a back pressure of the injection pressure supplied). When the injection material is supplied to the second injection pipe 20 by the second pump 65 and the injection material is supplied to the first injection pipe 10 by the first pump 60, the second injection pipe ( The injection pressure of 20 acts as a back pressure of the injection pressure supplied to the first injection pipe 10 so that the injection material supplied to the first injection pipe 10 is driven by the packer 40 through the first jetting hole 11. Each injection material filled in the compartments D1, D2, D3, and D4 is supplied at the same pressure to the plurality of compartments D1, D2, D3, and D4 formed in the injection envelope 50, respectively. Through the non-return valve 52 of the injection appearance 50 is simultaneously ejected to the drilling hole of the ground.

In this way, the backing material not only simultaneously ejects the injection material into the ground at the same pressure in each of the compartments D1, D2, D3, and D4, but also packers 40a, 40b, 40c, and 40d are not pushed to either side. Since the packer 40a seals the inner circumferential surface of the distal end of the injection outer shell 50, the injection material of the compartment D1 is ejected to the outside through the distal end opening of the injection outer shell 50 on which the ring bit 55 is mounted. By preventing, outflow of the tip portion such that the injection material flows back to the neighboring injection appearance can be prevented.

The injection material may be any one of ordinary cement system, micro cement system, micro inorganic grade filler system, silicate system (sodium silicate 3, modified silicate, active silicate), urethane system, and silica sol system according to the constituent layer, relative density, and groundwater level of the ground. You can choose.

Simultaneous injection method using a simultaneous injection device consisting of a packer and the U-shaped injection tube according to the first embodiment of the present invention as shown in Figure 7 as well as when the ground is vertically drilled and the injection appearance is inserted vertically As such, in order to grout the tunnel or the slope, etc., the injection appearance 50 has been inserted into the ground G inclined upwardly at a predetermined angle a with respect to the horizontal line H (for example, a = 10 ° to 20 °). When, or as shown in Fig. 8, the injection appearance 50 has been inserted of the ground G inclined downward at a predetermined angle a with respect to the horizontal line H (e.g., a = 10 ° -20 °). At this time, the discharge pressure ejected through the non-return valve of the injection envelope 50 in the partition space D1 between the first packer means 40a and the second packer means 40b, and the second packer means 40b. The discharge pressure ejected from the partition space D2 between the third packer means 40c, and the third packer means 40c and the fourth packer. Means (40d) compartment, and the discharge pressure is ejected in the liver (D3) hole, the fourth discharge ejected from the compartment space (D4) between the packer means (40d) and the caulking member 81 is shown between the pressure of each other.

This is because when the injection material is injected into the first injection pipe 10, at the same time the injection material is injected into the second injection pipe 20, the injection pressure injected into the second injection pipe 20 is transferred to the first injection pipe 10. By acting as a back pressure to the injection pressure to be injected, the pressure in each of the compartments (D1, D2, D3, D4) becomes equal, and the first compartment (D1) and the second compartment (D2) Blocked by the second packer means 40b, the second compartment D2 and the third compartment D3 are blocked by the third packer means 40c, and the third compartment D3 and the fourth The compartment space D4 is blocked by the fourth packer means 40d so that the pressure in each compartment does not affect the pressure in the neighboring compartment, even if the injection appearance 50 is inclined upwardly or downwardly. Because.

In addition, only two injection tubes are used, and the structure of the packer means 40 and the connecting means 30 is simple, so that the manufacturing cost is low, the transportation of the injection tubes is convenient, and as described above, an incision is made in the packing of the packer means. It is formed, it is possible to easily mount the packing of the packer means at any position of the injection tube through the cut-out, it is possible to prevent the connection operation of the injection tube by the packer means at the source.

9 and 10, the simultaneous injection method using a simultaneous injection device consisting of a packer and the U-shaped injection tube according to the second embodiment of the present invention is applied to the expansion (long) method, except those listed below And the same as the simultaneous injection method using a simultaneous injection device consisting of a packer and the U-shaped injection tube according to the first embodiment of the present invention.

A) Drill the ground (G) using a ground drilling machine (not shown). In this case, the ground boring machine may be a rotary drilling device for fixing the bit at the end of the steel pipe (called "casing") called a drop-type drilling device such as a hemmer bit or a tube (掘 管) and rotates the bit. Since such a device is already known, a detailed description thereof will be omitted.

B) Insert the injection appearance 120 into the drilling hole 110 (see Fig. 9). In this case, when the drilling hole is a freestanding hole, the casing of the ground boring machine is removed from the drilling hole, and then the injection exterior is inserted. When the drilling hole is a non-autonomous hole, the casing is removed after the injection exterior is inserted.

Thereafter, as shown in FIG. 10, the process of inserting the U-shaped injection inner tube 130 in which the plurality of packers 140 are mounted at predetermined intervals in the injection appearance 120 and injecting the injection material is the first of the present invention. It is the same as the simultaneous injection method using the simultaneous injection device consisting of the packer and the U-shaped injection tube according to the embodiment.

1 to 4 are process charts showing a process of a simultaneous injection method using a simultaneous injection device consisting of a packer and a U-shaped injection tube according to a first embodiment of the present invention.

5 is a cross-sectional view and a partially enlarged detail view showing the U-shaped injection tube.

6 is a perspective view illustrating a state in which packer means are mounted in first and second injection pipes.

7 and 8 are cross-sectional views schematically showing an example in which the simultaneous injection method using the packer and the U-shaped injection tube according to the present invention is inclined upward and downward on the ground.

9 and 10 are process charts showing a process of a simultaneous injection method using a simultaneous injection device consisting of a packer and a U-shaped injection tube according to a second embodiment of the present invention.

Claims (4)

A) A plurality of injection holes 51 are formed and a ring bit 55 is connected to an injection appearance 50 having a check valve 52 mounted on each injection hole 51, and the injection appearance 50 Inserting a rod (70) connected to the pilot bit (75) inside the hole, and drilling the ground (G) with the pilot bit and the ring bit; B) when the drilling operation is completed, retracting the pilot bit 75 in the reverse direction of the drilling direction to separate the rod 70 and the pilot bit 75 from the injection shell 50; C) inserting the front end of the U-shaped injection inner tube 1 mounted with the plurality of packers 40 (40a, 40b, 40c, 40d) spaced apart from each other to the front end of the injection outer tube 50; D) sealing the inlet of the injection envelope 50 with a stopper 80 and a caulking material 81; E) connecting the first and second pumps 60 and 65 to the first and second injection tubes 10 and 20 of the U-shaped injection inner tube 1, respectively, By supplying the injection material to the 10 and 20, the injection material supplied to the second injection pipe 20 is supplied into the packer 40 through the second jetting hole 21 of the second injection pipe 20 to packer ( The waterproof cloth 43 of the 40 is expanded, and the interior of the injection envelope 50 is divided into a plurality of compartments D1, D2, D3, and D4 by the waterproof cloth 43 of the expanded packer 40. The injection material is supplied to the second injection pipe 20 by the second pump 65, and the injection material is supplied to the first injection pipe 10 by the first pump 60, and the second injection pipe 20 is supplied. ), The injection pressure acts as the back pressure of the injection pressure supplied to the first injection pipe 10, so that the injection material is formed in the injection envelope 50 by the packer 40 through the first injection hole 11, (D1, D2, D3, D4) each the same It is supplied at a pressure, and each injection material filled in the compartments (D1, D2, D3, D4) is ejected into the ground hole at the same time at the same pressure The injection material may be any one of ordinary cement system, micro cement system, micro inorganic grade filler system, silicate system (sodium silicate 3, modified silicate, active silicate), urethane system, and silica sol system according to the constituent layer, relative density, and groundwater level of the ground. Simultaneous injection method using a simultaneous injection device consisting of a packer and the U-shaped injection tube, characterized in that the selection. delete delete delete

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