JP2011127294A - Method of repairing tilted structure - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a method of repairing a tilted structure capable of solving a problem such that the inside of the distal end of a chemical filling tube is closed even if a chemical filling interval is set long and enabling the use of a chemical having a short gel time and high initial strength. <P>SOLUTION: A first chemical is injected from a first injection nozzle 8 attached to the distal end side surface of the filling tube 1, and a second chemical is injected from a second injection nozzle 9 installed around the first injection nozzle 8, and both chemicals are mixed at the distal end outer side of the filling tube 1 to harden instantaneously so as to primarily inject the mixture into a ground at the bottom of a foundation. Also, an instantaneously consolidating chemical is secondarily charged into a consolidated body formed by the primary filling to expand the ground at the bottom of the foundation so as to repair the structure horizontally. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

  The present invention relates to a method for repairing an inclined structure in which a structure inclined due to ground subsidence or uneven subsidence due to an earthquake is repaired horizontally by a chemical injection method.

  As a method for repairing this type of inclined structure, for example, a plurality of injection pipes are installed at a required interval so that the tip discharge portion is located on the ground below the foundation of the target structure, By sequentially switching and press-fitting medicinal solution into each medicinal solution injection point at a required interval, and repeatedly injecting the medicinal solution in a split state into the ground and the homogel part of the medicinal solution that were previously injected and strengthened at each medicinal solution injection point, Then, there is a construction method in which the structure is lifted together with the base by a chemical solution injection operation for gradually increasing the reaction force and restored to a normal state (for example, see Patent Document 1).

Japanese Patent No. 3126896

However, in the above construction method, two types of instantaneously setting chemical liquids (A liquid and B liquid) are fed into the chemical liquid injection pipe 20 having the structure shown in FIG. 7 and mixed in the tip mixing portion 21 of the chemical liquid injection pipe 20. A rod injection method is employed in which pressure is injected into the ground (see the description in the right column, page 49, line 50 to line 50 of Patent Document 1). According to this, since the chemical solution is injected into the ground only in one direction from the tip of the injection tube 20, there is an advantage of gradually increasing the reaction force at the injection portion, but there is still room for improvement in the following points. .
That is, a long interval could not be set for switching from one chemical injection site to the next chemical injection site and returning to the original chemical injection site. The reason is that the gelled chemical solution remains in the tip mixing portion 21 of the chemical solution injection tube 20, and therefore the tip mixing portion 21 is blocked when the initial strength is increased. In particular, a chemical solution having a short gel time and a high initial strength cannot be used because the gelled curable chemical solution in the tip mixing portion 21 causes a closed state during a required interval. Even if the chemical strength is not so high, a high pressure is required to discharge the gelled chemical solution in the tip mixing unit 21 to the outside of the tube, causing a rapid increase in the injection pressure and controlling the injection pressure. become unable. In this case, it is necessary to stop the injection immediately and there is a problem that the construction time is extended.
In addition, the chemical injection by the rod injection method employs split injection (pulse injection) in which the injection pressure breaks down and is pumped along the crack when the chemical is injected into the ground, so it is pumped along the crack. There is also a problem that the injected chemical solution escapes from the target ground, and the amount of injection required to complete the repair of the inclined structure increases, which increases the cost.
On the other hand, a chemical solution with a short gel time and a high initial strength is the best way to quickly repair the ground below the foundation of the structure with a small amount of chemical solution injection.

  The present invention has been made to solve such a problem, and the object of the present invention is to eliminate the problem that the tip of the chemical injection tube is blocked even if the chemical injection interval is set to be long. Another object of the present invention is to provide a method for repairing an inclined structure that can use a chemical solution having a short gel time and high initial strength.

  According to a first aspect of the present invention, there is provided a method for repairing an inclined structure, comprising: a monitoring mechanism having a first injection nozzle at a tip portion and a second injection nozzle provided around the first injection nozzle. Attach and prepare an injection tube assembled with a swivel having a first chemical liquid inlet and a second chemical liquid inlet at the top so that the first and second injection nozzles face the ground at the bottom of the base of the inclined structure The injection pipe is installed to inject the first chemical liquid from the first chemical liquid inlet, and to inject the second chemical liquid from the second chemical liquid inlet, and from the first injection nozzle to the first chemical liquid The second chemical solution is ejected from the second injection nozzle outward in the pipe radial direction, and both chemical solutions are mixed outside the monitor mechanism to be hardened instantaneously, whereby the ground below the foundation is To form a consolidated body, and By secondary injected Madokayui chemical solution to consolidated body which is formed by the injection inflating said base lower portion of the ground and is characterized in that the horizontally repair the structure.

According to such a configuration, by firstly injecting the first and second chemicals into the ground below the foundation of the structure, the fine voids of the soil constituting the ground are instantly injected. Then, it is buried roughly by a chemical solution, and then a second-time injection of a quick-setting chemical solution makes it compact as a whole, expands the ground, lifts the inclined structure, and can be restored horizontally. That is, the primary injectable drug solution with a quick setting fills the gap in the ground to be injected, consolidates the portion by secondary injection using the filled improved region as a reaction wall of the bulge, and lifts the ground. Since a large ascending force can be obtained on an object, a structure that has been settling down and inclined can be repaired easily and quickly horizontally. In addition, since the first and second chemicals are mixed and cured outside the monitoring mechanism, there is no problem that the inside of the tip of the chemical injection tube is blocked as in the conventional rod injection method described above, and the injection pressure Can be used, and a gel solution with a short gel time and a high initial strength can be used. Further, if necessary, a longer interval can be set.
Since the secondary injection of the first and second chemicals is performed in a spot-like manner within a limited range of the primary injected solid body, it passes through a split that is split like a split injection (pulse injection). There is no problem that the injected chemical solution escapes over a wide range, so that the injection amount of the curable chemical solution is small, and the limited range of the target ground can be lifted while being surely strengthened.
Note that the same chemical solution may be used for the primary injection and the secondary injection, but different chemical solutions may be used.

In the method for repairing an inclined structure according to claim 1, as described in claim 2, in the secondary injection, the insertion depth of the injection tube is set within the depth of the consolidated body formed by the primary injection. It is possible to adopt a configuration in which the steps are sequentially changed. According to this, the secondary injection chemical solution can be uniformly injected into the solid body formed by the primary injection, and a homogeneous solid body by the secondary injection can be more reliably formed.
The depth position at which the secondary injection is performed may be changed so that the insertion depth of the injection tube is gradually reduced within the depth range of the consolidated body formed by the primary injection. The position may be changed to a position deeper than the position where the implantation is performed. Further, a position deeper than the position where the primary implantation is performed and a shallow position (or a shallow position and a deep position) may be alternately changed.

  According to the present invention, it is advantageous in that a curable chemical solution having a short gel time and high initial strength can be used, and the ground below the foundation of the inclined structure can be repaired spot-wise and quickly with a small amount of chemical solution injected.

It is sectional drawing which represents typically the installation location of the injection pipe with respect to the structure inclined by the uneven settlement, and the foundation lower part of this structure. It is a top view which represents typically the installation location of the injection pipe with respect to the foundation lower part of the structure of FIG. It is sectional drawing which represents typically the state which repaired the structure horizontally by the restoration method of the inclined structure of this invention. It is sectional drawing of the monitoring mechanism part of the injection tube used for the repair method of the inclination structure of this invention. It is sectional drawing of the swivel of the injection tube used for the repair method of the inclined structure of this invention. It is a figure which represents typically the injection | pouring condition into the ground of a sclerosing | hardenable chemical | medical solution, (a) is the state which installed the injection pipe in the base lower part of a structure, (b) is the state which is injecting the chemical | medical solution primary. , (C) shows a state where the injection tube is slightly pulled up and the chemical solution is secondarily injected, and (d) shows a state where the secondary operation is repeated and the repair work is completed. It is sectional drawing of the monitoring mechanism part of the injection tube used for the restoration method of the conventional inclined structure.

  Hereinafter, an embodiment of a method for repairing an inclined structure according to the present invention will be described with reference to the drawings.

  First, an injection tube 1 as shown in FIGS. 4 and 5 is prepared. The injection tube 1 is a double tube (or triple tube), and a swivel 4 having a first chemical liquid inlet 2 and a second chemical liquid inlet 3 as shown in FIG. The monitor mechanism 5 as shown in FIG. 4 is attached. A high pressure pump (not shown) is piped to the swivel 4 as will be described later.

  As shown in FIG. 4, the monitor mechanism 5 has a double tube structure having a first chemical liquid passage 6 and a second chemical liquid passage 7, and the upper end portion of the first chemical liquid passage 6 is the first chemical liquid inlet of the swivel 4. 2 and the upper end portion of the second chemical liquid passage 7 are in communication with the second chemical liquid inlet 3 of the swivel 4, and the first injection nozzle 8 is provided at the lower end portion of the first chemical liquid passage 6. The second injection nozzle 9 is provided at the lower end portion of 7. One or two or more first injection nozzles 8 are opened on the side surface of the monitor mechanism 5 so as to eject the first chemical liquid (A liquid) from the first chemical liquid passage 6 outward in the radial direction of the tube. The injection nozzles 9 are provided around the respective first injection nozzles 8 so as to eject the second chemical liquid (the B liquid) from the second chemical liquid passage 7 outwardly from the periphery of the first injection nozzles 8 in the pipe radial direction. It is. Note that the first injection nozzle 8 and the second injection nozzle 9 are provided separately on the side surface of the monitor mechanism 5 in the vertical direction instead of being provided concentrically on the side surface of the monitor mechanism 5 as in the illustrated example. May be.

  Therefore, in repairing a structure 10 such as a house tilted as shown in FIG. 1 using the injection tube 1, first, the first and second injection nozzles 8 are formed below the foundation 11 of the structure 10. , 9 is placed so that the injection tube 1 faces. In this case, the injection tube 1 in consideration of the state of the target structure 10, the construction state of the ground 12 and the foundation 11 supported by the structure 10, the estimated weight of the structure 10 and the foundation 11, the rigidity of the foundation 11, and the like. Set the installation location, the number of installations, and the arrangement interval.

  FIG. 2 is a plan view of the structure 10 such as a tilted house shown in FIG. 1, and shows an example of an installation location of the injection tube 1 with respect to the entire structure 10. In FIG. 2, a plurality of injection pipes 1 are inserted into the ground 12 below the foundation 11 through a hole formed in the foundation 11 of the structure 10 at a required interval. In this case, the first and second injection nozzles 8 and 9 of the injection tube 1 are inserted so as to protrude into the ground 12 below the foundation 11.

  In FIG. 2, (1) to (13) indicate installation locations of the injection tube 1. If the injection pipes 1 are installed at a plurality of positions at required intervals, supply pipes (not shown) for the first chemical liquid (A liquid) and the second chemical liquid (B liquid) are respectively supplied to the injection pipes 1 from high-pressure pumps not shown. Are piped.

Examples of infusion solutions with a short gel time and high initial strength handled here include, for example, the product name “Entite GSP-100” manufactured by Ryojo Co., Ltd., and the product name “Sun Salt JET” manufactured by Sanyo Chemical Industries, Ltd. Can be used. In addition, other instantaneous glass solutions such as water glass can be used.
In the present embodiment, the case where the same chemical solution is used for the chemical solution used for the primary injection and the chemical solution used for the secondary injection will be described.

  In injecting the chemical solution, first, the injection tube 1 is inserted into a hole drilled from the upper surface of the foundation 11 toward the ground 12 below the foundation 11 to a required depth and installed. Usually, the injection tube 1 is installed so as to have a protrusion length (approach depth) of about 0.3 m to 1.0 m from the bottom surface of the foundation 11. When the injection tube 1 is installed, the first and second chemical liquids (A liquid and B liquid) having the above-mentioned instantaneous connection are connected to the first and second chemical liquid inlets 2 and 3 of the injection pipe 1 in advance. The pressure is fed through a supply pipe (not shown), and both chemicals are mixed outside the monitor mechanism 5 of the injection pipe 1 to inject pressure into the ground 12 below the foundation 11. During this injection, the injection tube 1 is rotated around the tube axis at the required depth position.

  In the embodiment shown in FIG. 2, the structure 10 and the foundation 11 are adjusted to be gradually raised by simultaneously injecting pressure from a plurality of places where the subsidence amount of the structure 10 and the foundation 11 is large. In this case, three locations (1) to (3), two locations (4), (5), three locations (6) to (8), two locations (9), (10), and three locations (11) in a column. Inject in the order of (13).

  In this way, when the instantaneously setting chemical solution is primarily injected, as shown in FIG. 6B, the range until the injected instantaneously setting chemical solution (A solution, B solution) is gelled. Then, a fine gap in the soil around the monitor mechanism 5 is filled to roughly fill the soil. At this time, the curable chemical liquids (A liquid and B liquid) are ejected horizontally from the first and second spray nozzles 8 and 9 of the monitoring mechanism 5 of the injection tube 1 outward in the radial direction of the tube, and the gel time thereof Is short (for example, about 3 seconds), the condensation starts instantly when ejected. Thus, the chemical | medical solution and soil are condensed for every injection | pouring location on the target ground 12 of the foundation 11 lower part, and the solidified body 13 will be formed.

Further, the first and second chemical liquids (A liquid and B liquid) are secondarily injected from the respective injection tubes 1 into the solidified body 13 at each injection position where the primary injection is performed.
In the present embodiment, the secondary injection is performed by sequentially changing the insertion depth of the injection tube 1 within the depth H of the solidified body 13 formed by the primary injection. Specifically, the two-liquid mixed type chemical used for the primary injection is secondarily injected at a depth position raised by 10 to 20 cm from the depth position of the primary injection.
However, the secondary injection may be performed at a certain depth in the solidified body 13 formed by the primary injection, or the position may be changed to a position deeper than the position where the primary injection is performed. A position deeper than the position where the implantation is performed and a shallow position (or a shallow position and a deep position) may be alternately changed. Optimal conditions can be selected according to the ground conditions and settlement conditions.
Further, as described above, the chemical solution used for the secondary injection may be a chemical solution different from that used for the primary injection.

By the secondary injection, the first and second chemical liquids (A liquid and B liquid) are injected between the first and second injection nozzles 8 and 9 of the injection tube 1 between the injection nozzles 8 and 9 and the solidified body 13. ) Is filled. At that time, since the improved region in which the void portion has already been filled by the primary injection becomes the reaction wall of the bulge, a consolidated body 14 as shown in FIG. The inclined structure 10 and the foundation 11 are pushed up and restored horizontally according to the height at which the ground 12 is raised by expansion (see FIG. 3). In addition, the secondary injection | pouring operation | work of the said sclerosing | hardenable chemical | medical solution (A liquid, B liquid) is performed until it returns to a normal horizontal state by measuring the level of the floor surface of the structure 10, etc.
As the pressure at the primary injection and the secondary injection (pump discharge pressure) and the injection amount, the pressure and the injection amount at the primary injection are 0.1 to 3.0 MPa and 8 to 20 L / min, respectively. Examples of the pressure and the injection amount during injection are 0.5 to 5.0 MPa and 3 to 15 L / min, respectively. In addition, although the injection time depends on conditions such as the ground, the injection time of the primary injection is within 10 minutes, and the injection time of the secondary injection is within 5 minutes. However, it is not restricted to these.

If necessary, fine adjustment and repair are performed when finishing. The fine adjustment of pressure injection is performed at each place where the injection pipe 1 is installed.
When the repair is completed, each injection tube 1 is pulled out and filled.

  By performing the construction as described above, as shown in FIG. 3, the ground 12 on which the foundation 11 of the structure 10 restored horizontally from the inclined state is supported is the injection site by the bulging of the ground 12 by the curable chemical injection. Each will be supported stably.

DESCRIPTION OF SYMBOLS 1 Injection pipe 2 1st chemical | medical solution inlet 3 2nd chemical | medical solution inlet 4 Swivel 5 Monitor mechanism 8 1st injection nozzle 9 2nd injection nozzle 10 Structure 11 Foundation 12 Ground 13 Solidified body formed by primary injection 14 Consolidation formed by secondary injection

Claims (2)

  A monitor mechanism having a first spray nozzle and a second spray nozzle provided around the first spray nozzle is attached to the tip, and a swivel having a first chemical liquid inlet and a second chemical liquid inlet is assembled to the top. The injection pipe is prepared so that the first and second injection nozzles face the ground below the foundation of the inclined structure, and the first chemical liquid is supplied from the first chemical liquid inlet. In addition to injecting the second chemical liquid from the second chemical liquid inlet, the first chemical liquid from the first injection nozzle and the second chemical liquid from the second injection nozzle respectively outward in the radial direction of the pipe. The two chemicals are jetted toward the outside and mixed outside the monitor mechanism to cure by quick setting, thereby forming a solid body by primary injection into the ground below the foundation, and further by primary injection Second injection of instantaneously setting liquid into the solidified body The basis of the lower of the ground is inflated, characterized in that horizontally repair the structure, the method of repairing the inclined structure by.   The method for repairing an inclined structure according to claim 1, wherein the secondary injection is performed by sequentially changing the insertion depth of the injection tube within the depth of the solidified body formed by the primary injection.

Images