The present invention relates to a method of constructing a ground improvement body through use of a jet grouting method in which an improving material is injected at high pressure to mix it with in-situ soil, and a method of constructing a ground improvement structure formed of a plurality of ground improvement bodies. Further, the present invention relates to the ground improvement body and the ground improvement structure. In this application, a ground improvement body is referred to as “improvement body”. Further, a ground improvement structure is referred to as “improvement structure”.
Jet grouting is generally known as a method for ground improvement, anduses an injection rod (drill rod) having an injection nozzle arranged at a bottom end of the injection rod. In the jet grouting, a pressurized air and an improving material (self-hardening material) are injected from the injection nozzle of the injection rod in a horizontal direction. The improving material injected from the nozzle breaks up in-situ soil so that the injected material is mixed with the broken soil. Typically, the injection rod advanced to a design depth in the ground is rotated and is raised in a stepwise manner by several centimeters (specifically, the injection rod is pulled up stepwisely at certain time intervals), thereby constructing an improvement body having an approximately columnar shape (cylindrical shape) with a large diameter. An overview of steps of the jet grouting method is illustrated in
<Step a>
As illustrated in
<Step b>
After the injection rod 7 is advanced to the predetermined depth in the ground, a rotation speed (rpm) and raising speed (s/m) of the injection rod are set appropriately. Then, injection of the improving material (grout) is started. The improving material is injected at high pressure from the injection nozzle arranged at the bottom end of the injection rod 7. In-situ soil is broken up and loosened with high kinetic energy of a jet flow of the improving material.
<Step c>
Through rotation of the injection rod 7 at the set rotation speed, the in-situ soil is broken up and loosened by the jet flow of the improving material injected at high pressure, and the improving material is forcibly mixed with the broken in-situ soil. In this way, the improvement body is partially formed at the first stage. Then, the jet grouting machine 6 is actuated so that the injection rod 7 is lifted up in a stepwise manner to a second stage, a third stage, and so on. For example, a step length (length per step) is set to 25 mm. The number of steps per meter is set to forty. As described above, the improving material is injected from the injection nozzle of the injection rod at high pressure while the injection rod is rotated at the set speed in each stage. The injection rod is lifted up in the stepwise manner in accordance with the set raising speed, thereby being capable of constructing the improvement body having a substantially columnar shape.
<Step d>
After the improvement body with a predetermined dimension is constructed in the ground to be treated, the injection rod 7 is withdrawn above the ground. Then, the inside of the injection rod 7 is washed with water.
[PTL 1] JP 02-27015 A
In the jet grouting method, a slurry-like improving material (grout) is injected from the injection nozzle of the rotating rod. Thus, the jet grouting method is typically for use in construction of an improvement body having a round sectional shape. When the ground improvement has to be carried out at 100% as in a case of full improvement (for example, in a case of batholith improvement), a plurality of ground improvements with round sectional shapes are constructed in an overlapping arrangement (
However, when a wall-form arrangement (
In particular, as a diameter of an underground pipe is increased, a necessary diameter of the improvement body increases with respect to the effective wall thickness. As a result, area of the unnecessary portion is increased. When the unnecessary portion increases, material cost and sludge removal cost increase, which may cause a worse impact on the environment.
Further, along with the above-mentioned increases, a required construction time also increases.
Further, in the case of the protection of the soil retainer absent part, drilling is carried out so as to leave a wall-form part. At that time, the increase in unnecessary portion of each improvement body may cause not only degradation in drilling efficiency but also the necessity of high industrial waste disposal cost, which may result in increase in the construction cost and increase in the environmental load.
In order to solve the above-mentioned problems, consideration has been made on construction of a wall shape improvement body, a lattice shape improvement body, or a single-fan shape improvement body as illustrated in
However, in the case of constructing the wall shape, lattice shape, or single-fan shape improvement body as illustrated in
In view of this, consideration has been made on construction of an oval shape improvement body as illustrated in
When constructing the oval shape improvement body, a maximum diameter thereof is determined depending on ability of a jet grouting. In this case, a construction pitch (spacing) between improvement bodies to be constructed has to be narrowed (pitch L2<L1 in
When the construction pitch (i.e., spacing of improvement bodies) is narrowed as described above, the number of improvement bodies to be constructed is increased. Specifically, when the improvement body is formed into the oval sectional shape, the area of the unnecessary portion (volume of a redundant portion exceeding the effective wall thickness t) is reduced. However, the construction pitch is narrowed, and hence the number of improvement bodies to be constructed is increased. Therefore, total construction cost is not necessarily reduced, and is even increased in some cases.
Further, when an oblateness of the oval shape is increased, an overlapping width between adjacent improvement bodies has to be increased. In this case, because the jet flow of the improving material reaches a center (position of jetting) of the adjacent improvement body, a risk of causing a so-called column-in-column state is increased. In the column-in-column state, the in-situ soil cannot be broken up even with injecting of the improving material. As a result, there is a possibility of causing construction failures such as disabled construction of an adjacent improvement body and reduction in diameter of an improvement body.
Further, as shown in
In view of the above-mentioned problems of the prior art, an object of the present invention is to provide a jet grouting method, an improvement body, and an improvement structure, which are capable of reducing an unnecessary portion (redundant portion) exceeding an effective wall thickness without narrowing a construction pitch (spacing) between improvement bodies, and capable of allowing easy mechanical control at the time of construction of the improvement body.
In order to achieve the above object, the present invention is directed to a jet grouting method for improving a ground to be treated, the method including:
forming an improvement body by injecting an improving material into the ground via an injection rod while rotating the injection rod in the ground, the improvement body having a sectional shape which is a combination of different kinds of fan shapes having different radiuses, the ground improvement body being formed so as to have an effective wall thickness that is required in design thereof,
in which the sectional shape of the improvement body is a combination of at least two kinds of fan shapes, one of the two kinds corresponding to a fan shape having a smaller radius, and the other corresponding to a fan shape having a larger radius, and
in which the at least two kinds of fan shapes are arranged in order by radius size in a longitudinal direction of the effective wall thickness (i.e., in a direction perpendicular to the thickness direction of the effective wall thickness) while fan shapes having the smallest radius are arranged in the thickness direction of the effective wall thickness.
In the jet grouting method, the improvement body is constructed so as to satisfy the condition that an effective wall thickness is 0.7 times a maximum diameter of the improvement body or smaller.
Further, in the jet grouting method, the improvement body is constructed so as to satisfy the condition that the minimum diameter of the improvement body is 0.2 times to 0.8 times the maximum diameter thereof.
Further, in the jet grouting method, the improvement body is constructed so as to satisfy the condition that a/b is 0.9 or smaller. In this condition, a is a wall thickness coefficient that is obtained by dividing the effective wall thickness by the maximum diameter of the improvement body, and b is a small-diameter coefficient that is obtained by dividing the minimum diameter of the improvement body by the maximum diameter.
Further, in the jet grouting method, it is preferred that, when designing the improvement body to be constructed, a central angle of the fan shape having the smallest radius is determined with respect to (on the basis of) the effective wall thickness. In addition, it is also preferred that central angles of the fan shapes are determined in ascending order by radius size from the fan shape having the smallest radius.
The term “effective wall thickness” represents a dimension on a short side of a maximum rectangular sectional region that can be included in the improvement body. The rectangular sectional region has a maximum size that can be included in the improvement body. The section herein represents a section in a horizontal direction.
Further, in the jet grouting method, it is preferred that, when forming the improvement body, a rotation speed of the injection rod injecting the improving material is changed stepwisely to control a diameter of the improvement body to be constructed.
Further, in the jet grouting method, it is preferred that the sectional shape of the improvement body is a combination of two to five kinds of fan shapes having different radiuses.
Further, in the jet grouting method, it is preferred that the improving material injected via the injection rod in the ground breaks up and loosens in-situ soil, and a state of the in-situ soil is monitored when breaking up and loosening the in-situ soil by injecting the improving material.
Further, in the jet grouting method, a plurality of improvement bodies are formed to construct an improvement structure formed of the plurality of improvement bodies.
Further, in order to achieve the above object, the present invention is also directed to an improvement body which is constructed through use of a jet grouting method. In the jet grouting method, an improving material is injected into the ground via an injection rod while rotating the injection rod in the ground. The improvement body has a sectional shape which is a combination of different kinds of fan shapes having different radiuses.
Still further, in order to achieve the above object, the present invention is also directed to an improvement structure including a plurality of improvement bodies. Each of the improvement bodies is constructed through use of a jet grouting method, and is constructed so as to satisfy an effective wall thickness that is required in design thereof. In the jet grouting method, an improving material is injected into the ground via an injection rod while rotating the injection rod in the ground. Each of the improvement bodies has a sectional shape which is a combination of different kinds of fan shapes having different radiuses. Further, the improvement bodies forming the improvement structure are arranged in an overlapping manner.
In each of the improvement bodies forming the improvement structure, the sectional shape of the improvement body is a combination of at least two kinds of fan shapes, in which one of the two kinds corresponds to a fan shape having a smaller radius, and the other corresponds to a fan shape having a larger radius. Further, the at least two kinds of fan shapes are arranged in order by radius size in a longitudinal direction of the effective wall thickness (i.e., in a direction perpendicular to the thickness direction of the effective wall thickness) while fan shapes having the smallest radius are arranged in a direction of the effective wall thickness.
In the improvement body, the effective wall thickness is preferably 0.7 times a maximum diameter of the improvement body or smaller.
Further, the minimum diameter of the improvement body is preferably set to be 0.2 times to 0.8 times the maximum diameter thereof.
Still further, a/b is preferably 0.9 or smaller, where a is a wall thickness coefficient that is obtained by dividing the effective wall thickness by the maximum diameter of the improvement body, and where b is a small-diameter coefficient that is obtained by dividing the minimum diameter of the improvement body by the maximum diameter.
The maximum diameter of the improvement body to be constructed by the jet grouting method depends on ability of the jet grouting, such as an injection pressure/amount of the improving material, and a raising/rotation speed of the injection rod. Therefore, by normalizing the minimum diameter and the effective wall thickness by the maximum diameter of the improvement body, various combinations of thicknesses and diameters for an improvement body can be evaluated. Further, a construction pitch (spacing) between improvement bodies depends on the maximum diameter of each improvement body to be constructed and the effective wall thickness thereof. Therefore, by normalizing the pitch by the maximum diameter of each improvement body to be constructed, a risk of causing the column-in-column can also be evaluated.
According to the jet grouting method of the present invention, an improvement body is formed by injecting an improving material (grout) into a ground via an injection rod while rotating the injection rod in the ground. The improvement body is formed so as to have a sectional shape (MultiFan shape) which is a combination of different kinds of fan shapes (sector shapes) having different radiuses.
Through formation of the improvement body having the MultiFan shape, an area of an unnecessary portion (volume of a redundant portion exceeding the effective wall thickness t) is reduced. Specifically, a redundant ratio (i.e., a ratio of area/volume of the unnecessary portion to the effective area/volume of the improvement body) becomes smaller than those in the cases of the round shape and the oval shape. Therefore, the amount of use of the improving material as well as the amount of sludge removal is significantly reduced. That is, the amount of material for the improvement body to be constructed is reduced as compared to the cases of constructing the round shape improvement body and the oval shape improvement body. Thus, as a result, material cost as well as sludge removal cost (i.e., cost for the disposal of industrial waste) is significantly reduced.
Further, the construction pitch (spacing) between the MultiFan shape improvement bodies having the effective wall thickness is equal to that for round shape improvement bodies of the prior art (pitch L3=L1 in
As described above, according to the present invention, the area of the unnecessary portion (volume of the redundant portion exceeding the effective wall thickness t) of the improvement body is reduced, while the construction pitch (i.e., spacing between improvement bodies) equal to that in the case of the construction of the round shape improvement body is kept. Therefore, the present invention has both an advantage obtained in the case of constructing the round shape improvement body (which is constructed with a wide pitch) and an advantage obtained in the case of constructing the oval shape improvement body (which reduces the area of the unnecessary portion).
Further, the MultiFan sectional shape of the improvement body reduces a time period of injecting the improving material for each improvement body. Thus, a construction speed becomes higher than that in the prior art, thereby achieving an exceptional effect that the construction time for each improvement body is reduced. That is, the construction period of the j et grouting is reduced. Therefore, according to the present invention, the improvement body having the necessary wall thickness is efficiently constructed. Further, the improvement structure formed of the plurality of improvement bodies is efficiently constructed.
Further, in the present invention, the sectional shape of the MultiFan shape improvement body is formed by a combination of at least two kinds of fan shapes. One of the two kinds of fan shapes corresponds to the small fan shape having the small radius, and the other corresponds to the large fan shape having the large radius.
When constructing the MultiFan shape improvement body as described above, it is preferred that a central angle of the fan shape having the smallest radius is determined based on the effective wall thickness. In addition, it is also preferred that central angles of the fan shapes are determined in ascending order by radius size from the fan shape having the smallest radius. In this manner, the MultiFan shape improvement body having the effective wall thickness can be securely constructed.
Still further, according to the present invention, the rotation speed of the injection rod is stepwisely changed to control the diameter of the MultiFan shape improvement body to be constructed. Through the intermittent change of the rotation speed as described above, control and an apparatus configuration become simpler than those in a case where the rotation speed is continuously changed (specifically, in a case where the oval shape improvement body is constructed). Therefore, increase in size and weight of the jet grouting machine and the equipment therefor can be suppressed to prevent degradation of the construction efficiency. Further, the control and the apparatus configuration are simpler, and hence an existing jet grouting machine can be used for this invention with a simple modification.
Further, according to the present invention, preferably, the improvement body is formed so as to satisfy the condition that its effective wall thickness is 0.7 times the maximum diameter of the improvement body or smaller.
Still further, more preferably, the improvement body is formed so as to satisfy the condition that the minimum diameter of the improvement body is 0.2 times to 0.8 times the maximum diameter.
Still further, more preferably, the improvement body is formed so as to satisfy the condition that a/b is 0.9 or smaller. In this condition, a is a wall thickness coefficient that is obtained by dividing the effective wall thickness by the maximum diameter of the improvement body, and b is a small-diameter coefficient that is obtained by dividing the minimum diameter of the improvement body by the maximum diameter.
Still further, when constructing the improvement body, the small-diameter coefficient b thereof is preferably set so as to satisfy the condition of a≈b2.
When the improvement body is constructed so as to satisfy the conditions described above, an efficient shape (which has a small unnecessary area/volume with respect to the efficient wall thickness t) is obtained.
Further, according to the present invention, it is preferred that the MultiFan shape improvement body has a shape formed by a combination of two to five kinds of fan shapes having different radiuses. Through construction of the improvement body employing the MultiFan shape described above, the area of the unnecessary portion (volume of the redundant portion exceeding the efficient wall thickness t) is reduced without complication in control of the rotation speed of the injection rod.
Preferably, the MultiFan shape is formed by a combination of three or more kinds of fan shapes having different radiuses. In this manner, an unnecessary area/volume is further reduced.
Further, more preferably, the MultiFan shape is formed by a combination of three to five kinds of fan shapes. The combination of three to five kinds of fan shapes is practically useful and achieves a significant reduction in redundant ratio. Therefore, the most efficient shape (with a small unnecessary area/volume) is achieved.
Further, according to the present invention, the soil breaking state achieved with the improving material injected at high pressure is monitored at the time of forming the improvement body. For example, the monitoring is carried out for each soil layer or each depth. In this manner, at the time of construction of the improvement body, the radiuses of the fan shapes (sectors) forming the sectional shape of the improvement body can be checked, and the effective wall thickness of the improvement body can be checked. As a result, the improvement body and the improvement structure as designed can be constructed.
Further, according to the improvement body and the improvement structure of the present invention, the amount of use of the improving material and the amount of sludge removal can be significantly reduced. Specifically, the amount of injecting the improving material is reduced as compared to the case of constructing the round shape improvement body or the oval shape improvement body. As a result, the material cost and the sludge removal cost (i.e., cost for the disposal of industrial waste) can be significantly reduced.
In this application, a ground improvement body (column) having a columnar shape constructed by a jet grouting method is referred to as “improvement body”. Further, a ground improvement structure formed of a plurality of improvement bodies constructed in an overlapping arrangement is referred to as “improvement structure”.
According to the jet grouting method of the present invention, an improving material (self-hardening material) is injected at high pressure from a nozzle of an injection rod (drill rod), while the injection rod is rotated, to construct the improvement body having a predetermined shape. This construction process is repeated for a plurality of times at different points where improvement bodies have to be constructed, thereby constructing an improvement structure formed of the plurality of improvement bodies. Specific examples of the improvement structure include a wall-form structure described later, a planar structure, a lattice-form structure, and the like.
Further, a sectional shape of each of the improvement bodies that form the improvement structure according to the present invention is a combination of different kinds of fan shapes (sector shapes) having different radiuses. The improvement structure is constructed by the overlapping arrangement of the plurality of improvement bodies described above. The overlapping arrangement is an arrangement in which the adjacent improvement bodies partially overlap with each other as shown in the plan views of
When constructing improvement bodies forming the improvement structure of the present invention, each improvement body is constructed so as to have a predetermined sectional shape (a predetermined contour shape). The sectional shape (contour shape) of each improvement body is formed by a combination of two or more kinds of fan shapes (sector shapes) having different radiuses, and is formed by combining the fan shapes (sector shapes) at respective central angle portions (central portions) thereof, as shown in
The sectional shape of the improvement body (entire contour shape formed by a combination of fan shapes having different radiuses) is referred to as “MultiFan shape” in this application. The MultiFan shape represents a shape (contour shape) formed by a combination of two or more kinds of fan shapes (sector shapes) having different radiuses. In this application, the improvement body with the MultiFan sectional shape is referred to as “MultiFan shape improvement body”. In the same manner, an improvement body with a round sectional shape is referred to as “round shape improvement body” in this application. Further, an improvement body with an oval sectional shape is referred to as “oval shape improvement body” in this application.
Now, a specific embodiment of the present invention is described with a case where the wall-form improvement structure is constructed through use of the jet grouting method as a specific example.
(Description of Embodiment Illustrated in the Drawings)
In
The reference symbols described in
t: an effective wall thickness which is a minimum thickness required in design of the improvement body
D1: a diameter of a round shape improvement body shown in
D2: a short diameter of the oval shape improvement body shown in
L1: a construction pitch (spacing) between round shape improvement bodies of the prior art
L2: a construction pitch (spacing) between oval shape improvement bodies of the prior art
L3: a construction pitch (spacing) between MultiFan shape improvement bodies of this embodiment.
The embodiment and the prior arts illustrated in
As shown in
Further, specifications of a jet grouting machine to be used are common to this embodiment and the prior arts illustrated in
With regard to the prior art illustrated in
The center part of
The right part of
With regard to the prior art illustrated in
The center part of
The right part of
With regard to the embodiment of the present invention illustrated in
The center part of
The right part of
Further, the MultiFan improvement body constructed in this embodiment is illustrated in
As described above, the MultiFan shape improvement body illustrated in
In
Next, description is made on advantages of this embodiment which are found through comparison between the round shape improvement body illustrated in
The round shape improvement body illustrated in
Meanwhile, the multiple-fan shape improvement body illustrated in
When the round shape improvement body illustrated in
Next, description is made on advantages of this embodiment, which are found through comparison between the oval shape improvement body illustrated in
The oval shape improvement body illustrated in
Meanwhile, the MultiFan shape improvement body illustrated in
As illustrated in
Therefore, from the above-mentioned results of comparison, it is understood that an advantage (wide construction pitch) obtained in the case of the construction of the round shape improvement body and an advantage (reduction in area (volume) of the unnecessary portion) obtained in the case of the construction of the oval shape improvement body can be both achieved according to the present invention.
In the above-mentioned embodiment, the sectional shape of the improvement body of the present invention is formed by the combination of two kinds of fan shapes, in which one of the kinds of the fan shapes corresponds to the large fan shape having the large radius, and the other kind corresponds to the small fan shape having the small radius. However, the MultiFan shape improvement body according to the present invention is not limited thereto, and another embodiments of the MultiFan improvement body are illustrated in
As illustrated in
As illustrated in
As illustrated in
In
Further, the MultiFan shape improvement bodies according to the present invention are shown in
(Construction of Improvement Body)
A construction process with the jet grouting method that has hitherto been carried out is as described above with reference to
Meanwhile, when the MultiFan shape improvement body according to this embodiment is to be constructed, the rotation speed (rotation number) of the injection rod is changed intermittently. More specifically, the rotation speed is changed stepwisely so as to draw a square wave as shown in
For example, when constructing the MultiFan shape improvement body whose sectional shape is the combination of two kinds of fan shapes (i.e., large and small fan shapes) as shown in
When the MultiFan shape improvement body is constructed according to the present invention, the improving material is injected at high pressure from an injection nozzle mounted at a bottom end of the injection rod while the injection rod is being rotated. Specifically, under a state in which the injection rod is rotated continuously (however, the rotation speed of the injection rod changes stepwisely), the improving material is injected at high pressure. Therefore, when the improving material is injected at high pressure, the injection rod is continuously rotated. As described above, through injecting of the improving material at high pressure while the injection rod is rotated, the improving material is mixed three-dimensionally with the in-situ soil within a reachable range of the injected improving material. As a result, there is achieved a remarkable effect in that a uniform improvement body formed of a mixture of the in-situ soil and the improving material is efficiently constructed.
Through construction of the plurality of MultiFan shape improvement bodies in the overlapping arrangement so as to be linearly continuous in plan view by the above-mentioned method, the wall-form structure formed of the plurality of MultiFan shape improvement bodies as shown in plan views of
(Monitoring of Jet Flow of Improving Material)
In the jet grouting method according to the present invention, a soil breaking is made by a jet flow of the improving material injected from the nozzle of the injection rod in the ground. It is preferred to check a state (length) of the soil breaking achieved by the jet flow of the improving material in real time so as to control the improvement diameter (i.e., the diameter of the improvement body to be constructed). For example, a monitoring apparatus 1 as illustrated in
In the test construction, the in-situ soil is broken up and loosened by the improving material injected at high pressure from the injection rod, while monitoring the jet flow of the improving material that breaks up the in-situ soil. Depending on the jet flow of the improving material monitored by the monitoring apparatus 1, the rotation speed (rotation number) of the injection rod injecting the improving material is adjusted in real time to be set to an optimal value, thereby securing a desired improvement diameter.
In order to monitor the jet flow described above in real time when constructing the improving body, the monitoring apparatus 1 illustrated in
As illustrated in
a lower-limit detection tube 24 for detecting lower limit of a diameter of the in-situ soil broken by the jet flow of the injected improving material, which is inserted into a drilled hole and in which a lower-limit detection sensor 21 is provided;
an upper-limit detection tube 34 for detecting upper limit of a diameter of the in-situ soil broken by the jet flow of the injected improving material, which is inserted into a drilled hole and in which an upper-limit detection sensor 31 is provided;
suspension cables 22 and 32 configured to suspend the detection sensors 21 and 31 inside the detection tubes 24 and 34, respectively;
hoisting machines 25 and 35 configured to raise and lower the detection sensors 21 and 31 through the suspension cables 22 and 32; and
a processing unit 4 configured to record data obtained by the detection sensors 21 and 31 and to perform information processing through use of the data.
The suspension cables 22 and 32 serve to suspend the detection sensors 21 and 31 provided inside the detection tubes 24 and 34, respectively. The suspension cables 22 and 32 are mounted to the hoisting machines 25 and 35 installed on a ground surface side so as to be able to be reeled up and out. Through actuation of the hoisting machines 25 and 35 along with lowering and raising of the injection rod 7, the detection sensors 21 and 31 in the detection tubes 24 and 34 can be raised and lowered so as to follow the injection rod 7.
In the test construction process through use of the monitoring apparatus 1, two vertical holes are drilled at points corresponding to a lower limit value (minimum allowable diameter) and an upper limit value (maximum allowable diameter) in the allowable range of designed improvement diameter. That is, the vertical holes are drilled at points corresponding to a lower limit and an upper limit of a designed improvement diameter. In the embodiment illustrated in
Subsequently, the test construction is started. In the course of the test construction, the jet flow of the improving material breaking up the in-situ soil is monitored using a set of the detection sensors 21 and 31 for each soil layer or each depth. Then, as a specification for each soil layer or each depth, the rotation speed (rotation number) of the injection rod 7 is adjusted so that the jet flow of the improving material is detectable by the lower-limit detection sensor 21 and so that the jet flow is undetectable by the upper-limit detection sensor 31.
In this embodiment, the jet flow of the improving material is monitored for one monitoring point each time the injection rod 7 injecting the improving material makes one rotation. In order to monitor the jet flow for one monitoring point, a set of the detection tubes 24 and 34 having the detection sensors 21 and 31 is arranged at the predetermined monitoring point. Specifically, the lower-limit detection tube 24 having the detection sensors 21 is arranged at a detection point at the distance rA from the center of the improvement body to be constructed, and the upper-limit detection tube 34 having the detection sensors 31 are arranged at a detection point at the distance rB from the center thereof. The number of points where the monitoring is to be carried out is not limited to one. The monitoring may be carried out for a plurality of monitoring points each time the injection rod 7 injecting the improving material makes one rotation. When the monitoring is carried out for the plurality of monitoring points, a plurality of sets of the detection tubes each having a detection sensor are respectively arranged at monitoring points where the monitoring is required.
Next, a specific example of the present invention is described.
With assumption that the same jet grouting machine was used on the same field, simulations for constructing different types of improvement bodies having different sectional shape and a wall-form improvement structure were carried out. In the simulations, effects were examined for Comparative Examples and Example shown in Table 1.
Detailed condition settings and results of the simulations are as shown in
In
In the simulations for the round shape improvement body (Comparative Example 1), a variety of conditions were set for the effective wall thickness t, while the value of the diameter D1 was fixed to 1. Further, a redundant ratio, a pitch ratio, and an improvement body number ratio derived from the simulation were obtained as the results of simulations.
In
In the simulations for the oval shape improvement body (Comparative Example 2), a variety of conditions were set for the short diameter D2 and the effective wall thickness t, while the value of the long diameter D1 was fixed to 1. Further, a redundant ratio, a pitch ratio, and an improvement body number ratio derived from the simulations were obtained as the results of simulations.
In
In the simulations for the MultiFan shape improvement body (Example), a variety of conditions were set for the short diameter D2 and the effective wall thickness t, while the value of the large diameter D1 was fixed to 1. Further, a redundant ratio, a redundant ratio rate, a pitch ratio, and an improvement body number ratio derived from the simulation were obtained as the results of simulations.
(Results of Simulations)
In the results of simulations shown in
(Observation Based on
According to the results of simulations shown in
In particular, it was verified that the lower redundant ratio was successfully achieved by constructing the MultiFan shape improvement body so that the effective wall thickness t of the wall-form improvement structure was 0.7 times the maximum diameter D1 of each MultiFan shape improvement body or smaller. In addition, it was also verified that the MultiFan shape improvement body was efficiently constructed.
According to the results of simulations shown in
Therefore, it was found that, with the MultiFan shape improvement body according to the present invention, the redundant ratio lower than that of the round shape improvement body was successfully achieved, and that the same construction pitch as that of the round shape improvement body was successfully kept (i.e., the number of constructed improvement bodies was unchanged).
According to the results of simulations shown in
According to the results of simulations shown in
a: wall thickness coefficient (which is obtained by dividing the effective wall thickness by the maximum diameter of the improvement body.)
b: small-diameter coefficient (which is obtained by dividing the minimum diameter of the improvement body by the maximum diameter.)
According to the results of simulations shown in
b: small-diameter coefficient (which is obtained by dividing the minimum diameter of the improvement body by the maximum diameter.)
Number | Date | Country | Kind |
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2015-156519 | Aug 2015 | JP | national |
2016-042809 | Mar 2016 | JP | national |
Filing Document | Filing Date | Country | Kind |
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PCT/JP2016/072568 | 8/1/2016 | WO | 00 |
Publishing Document | Publishing Date | Country | Kind |
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WO2017/022732 | 2/9/2017 | WO | A |
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20180238011 A1 | Aug 2018 | US |