METHOD FOR IMPROVING GROUND
20180112368 ยท 2018-04-26
Inventors
Cpc classification
E02D5/46
FIXED CONSTRUCTIONS
E02D3/12
FIXED CONSTRUCTIONS
International classification
Abstract
A method for improving ground is capable of preventing a clod whose representative size is large from remaining in the ground. The method for improving ground includes cutting a ground by injecting a cutting fluid (e.g. high-pressure water or high-pressure air: including a case where a solidification material is injected) from jet devices, feeding a solidification material, mixing the cut ground, the cutting fluid and the solidification material, and agitating a mixture thereof to form an underground consolidated body. A plurality of nozzles are located at an interval in a vertical direction in the jet devices, and when the cutting fluid is injected, a cutting fluid is injected from an upward nozzle in a downward skewed direction, and a cutting fluid is injected from a downward nozzle in an upward skewed direction.
Claims
1. A method for improving ground comprising the steps of: cutting a ground by injecting a cutting fluid from jet devices; feeding a solidification material; mixing a cut ground, the cutting fluid and the solidification material; and agitating a mixture thereof to form an underground consolidated body, wherein a plurality of nozzles are located at an interval in a vertical direction in the jet devices, and when the cutting fluid is injected, a cutting fluid jet is injected from an upward nozzle in a downward skewed direction, and a cutting fluid jet is injected from a downward nozzle in an upward skewed direction.
2. The method for improving ground according to claim 1, wherein the method for improving ground comprises a step of adjusting the angle of the nozzles.
3. The method for improving ground according to claim 1, wherein the method for improving ground comprises a step of adjusting the interval between the nozzles in a vertical direction.
4. The method for improving ground according to claim 2, wherein the method for improving ground comprises a step of adjusting the interval between the nozzles in a vertical direction.
Description
BRIEF DESCRIPTION OF DRAWINGS
[0028]
[0029]
[0030]
[0031]
[0032]
[0033]
[0034]
[0035]
[0036]
[0037]
[0038]
DESCRIPTION OF THE PREFERRED EMBODIMENTS
[0039] An embodiment of the present invention will be described hereinafter, with reference to drawings of
[0040] First, a first embodiment of the present invention will be described with reference to
[0041] In a prior art shown in
[0042] Meanwhile, according to an embodiment shown in
[0043] In
[0044] The jet device 1 is provided with nozzles N1 and N2 on a side face thereof, and cutting fluid jets J1, J2 are injected from the nozzles N1 and N2. In this description, the jets J1 and J2 are collectively referred to as a jet J.
[0045] The nozzles N1 and N2 are disposed at an interval V in a vertical direction (in upward and downward directions in
[0046] In
[0047] The cutting fluid jet J1 is injected from the upward nozzle N1 in a downward skewed direction relative to a horizontal direction, and a inject direction of the cutting fluid jet J1 is downward inclined by an angle with respect to a horizontal direction HO. The horizontal direction HO is a direction vertically extending with respect to a central axis CL of the jet device 1.
[0048] On the other hand, the cutting fluid jet J2 is injected from the downward nozzle N2 in an upward direction relative to the horizontal direction, and a inject direction of the cutting fluid jet J2 is upward inclined by an angle with respect to the horizontal direction HO.
[0049] In
[0050] It is possible to employ a known device for the jet device 1, and a cutting fluid is introduced from a feed device (not shown) provided above the ground to the jet device 1, and flows through a flow passage for a cutting fluid (not shown) in the jet device 1, and cutting fluid jets J1 and J2 are injected from the nozzles N1 and N2 in an outward radial direction (underground).
[0051] The jet device 1 injects the cutting fluid jets J1 and J2 to cut a ground G, and is rotated as shown in an arrowed direction R and pulled up toward a ground surface (upward in
[0052] The amount of pulling up the jet device 1 (the amount of moving jet device 1 in an arrowed U direction during one rotation) is represented by a symbol P.
[0053] The ground G is cut by the cutting fluid jets J1 and J2 to form the cutting hole HC. As the ground G is cut, a solidification material (e.g. cement fluid) is delivered from a discharge port (not shown) provided around a lower end portion of the jet device 1 via a solidification material flow passage (not shown) in the jet device 1. Accordingly, the solidification material is mixed with an in-situ cut soil and a cutting fluid (e.g. high-pressure water) and filled in the cutting hole HC and then solidified to form an underground consolidated body (not shown).
[0054] In
[0055] As described above, the nozzles N1, N2 are located at an interval V in a vertical direction. The cutting fluid jet J1 is injected from the upward nozzle N1 in a downward skewed direction, and the cutting fluid jet J2 is injected from the downward nozzle N2 in an upward skewed direction. For this purpose, when the jet device 11 is rotated on a cross section (an optional identical cross section) a plurality of times and pulled up, all flow lines of the cutting fluid jets J1, J2 are shown in
[0056] Specifically, according to the first embodiment, flow lines of the cutting fluid jets J1 and J2 shown in
[0057] Herein, the cross section (the optional identical cross section) refers to a plane containing a central axis CL (
[0058] The interval P (pitch) of a plurality of cutting fluid jets J1, J1 injected from upper left to lower right, or the interval P (pitch) of a plurality of jets J2, J2 injected from lower left to upper right on a plane on the right side of e.g. the jet device 1 in
[0059] In
[0060] In
[0061] An in-situ soil in a region not found on the flow lines of the cutting fluid jets J1, J2 or in a region surrounded by the flow lines of the cutting fluid jets J1, J2 is not cut by the cutting fluid jets J1, J2. In
[0062] Since the in-situ soil found in the region is not cut by the cutting fluid jets J1, J2, the soil may remain in the ground while a clod M found in the region is not cut.
[0063] However, on a cross section (an optional identical cross section) in
[0064] Since the clod M found in the region in
[0065] Herein, main factors for determining a cutting diameter D of the cutting hole HC include the injection pressure of the cutting fluid jet J and the injection flow of the cutting fluid jet J. The number of cutting and the rotational speed of the jet device 1 also affect the cutting diameter D.
[0066] Inventors of the present invention found that a clay ground has a cutting diameter D of 4 m or more, and a sand ground has a cutting diameter D of 5 m or more.
[0067] In
[0068] As another parameter in addition to the above described parameters, the injection pressure of the cutting fluid jet J is a uniaxial compressive strength of soil in the construction ground G or more, for example, 300 bar or more.
[0069] In addition, the injection flow Q of the cutting fluid jet J is expressed by an equation Q:
Q=300 (liter/min.)the number of nozzles.
[0070] In addition, the rotational speed of the jet device 1 is 5 rpm, and the number of cutting is 1 to 2. Specifically, each time the jet device 1 is rotated half to one time, the jet device 1 is pulled up (or stepped-up).
[0071] In the embodiment shown in the drawings, as described above, the cutting diameter D can be determined by adjusting the angle in the nozzles N1, N2 (the inject angle of jets J1, J2).
[0072] Consequently, in the embodiment shown in the drawings, the angle in the nozzles N1, N2 (the inject angle of jets J1, J2) can preferably be adjusted.
[0073]
[0074] First, the structure shown in
[0075]
[0076] In
[0077] The structure for adjusting the inject angle shown in
[0078] The cover plate for adjusting a inject angle 2 is a tabular body extending in upward and downward directions placed attached to the jet device 1 (only a casing of a pipe-shaped jet device 1 is shown in
[0079] The size of the space formed by the insertion portion 2A in an elevational direction (a radial direction: right and left directions in
[0080] The cover plate for adjusting a inject angle 2 is pivotably supported with respect to a support shaft 2D of the jet device 1 around an upper end portion thereof, and is always energized by an energizing device (e.g. a spring) (not shown) in an arrowed direction F or in a direction for pressing the cover plate for adjusting a inject angle 2 on the jet device 1.
[0081] The nozzle N1 is fixed on said cover plate for adjusting a inject angle 2 to be integrally pivoted with the cover plate 2. Thus, when the cover plate for adjusting a inject angle 2 is pivoted from an initial position (when the cover plate for adjusting a inject angle 2 is pressed on an outer wall surface of the jet device 1: a position shown in
[0082] The insertion plate for adjusting a inject angle 3 is overall a triangle pole body, comprising a bottom portion 3A which contacts with the outer wall surface of the jet device 1 and an upper surface portion 3B which gradually increases the thickness from an end portion toward a backward side (from upper to lower directions in
[0083] The insertion plate for adjusting a inject angle 3 can be inserted into the insertion portion 2A of the cover plate for adjusting a inject angle 2 (can be moved in an arrowed direction AE). By adjusting the amount of inserting the insertion plate for adjusting a inject angle 3 into the insertion portion 2A of the cover plate for adjusting a inject angle 2, the inject angle of the nozzle N1 can be adjusted when the cover plate for adjusting the inject angle 2 and the nozzle N1 are pivoted clockwise with respect to the support shaft 2D against an energizing force F.
[0084] Specifically, when the insertion plate for adjusting a inject angle 3 is inserted in a direction for pressing the same on the insertion portion 2A, the cover plate for adjusting a inject angle 2 and the nozzle N1 are pivoted clockwise to decrease the inject angle . Meanwhile, when the insertion plate for adjusting the inject angle 3 is moved in a direction so that it is removed from the insertion portion 2A, the cover plate for adjusting a inject angle 2 and the nozzle N1 are pivoted counterclockwise against the energizing force F to increase the inject angle .
[0085] While the method for adjusting the inject angle in the nozzle N1 is described above, the inject angle in the nozzle N2 can be adjusted according to the same structure.
[0086]
[0087] In
[0088] In
[0089] The structure for adjusting the inject angle in
[0090] In the embodiment shown in the drawings, the largest representative size of the clod M which is not cut by a cutting fluid jet J and instead is peeled off from a construction ground G is affected by the size of a pitch (a pitch for stepping up the jet device) represented by a symbol P in
[0091] The pitch P is a parameter which varies according to the interval V in a vertical direction between the nozzles N1, N2. In other words, when the interval V in a vertical direction between the nozzles N1, N2 is adjusted, the pitch P can be adjusted.
[0092]
[0093] First, the structure in
[0094]
[0095] Herein, an internal structure of the spacer 5 is the same as the jet devices 101 and 102, and fluid passages in the jet devices 101, 102 are connected by a fluid passage in the spacer 5 and connecting means (e.g. a swivel joint) (not shown). Thus, the jet devices 101, 102 and the spacer 5 serve as a jet device to inject or deliver a cutting fluid (and a solidification material).
[0096] The jet devices 101, 102 and the spacer 5 are connected by a known technology (e.g. bonding, fastening means, etc.).
[0097] The interval V in a vertical direction between the nozzles N1, N2 can be adjusted by placing the spacer 5 between the jet devices 101 and 102.
[0098] If the interval V in a vertical direction between the nozzles N1, N2 is set at the minimum interval between the nozzles N1, N2 (the interval in a vertical direction) when the spacer 5 is not placed between the jet devices 101, 102, for example, the interval in a vertical direction between the nozzles N1, N2, is V+T when the spacer 5 is placed between the jet devices 101, 102.
[0099] Further, a plurality of spacers 5 having a different thickness T are prepared, and the range of the interval in a vertical direction between the nozzles N1, N2 can be adjusted accordingly.
[0100]
[0101] In
[0102] In
[0103] In addition, in
[0104] According to the first embodiment shown in the drawings, the nozzles N1, N2 of the jet device 1 are located at an interval in a vertical direction, the cutting fluid jet J1 is injected from the upward nozzle N1 in a downward skewed direction, and the cutting fluid jet J2 is injected from the downward nozzle N2 in an upward skewed direction. Accordingly, if flow lines of the cutting fluid jets J1 and J2 are in a region on the right side of the jet device 1 in
[0105] Thus, as shown in
[0106] Specifically, even if a region which is not cut by a cutting fluid jet is found instantaneously, the region will thereafter be cut by intersecting any of the cutting fluid jets J1, J2. Accordingly, a larger representative size of a region which is not cut by the cutting fluid jet is prevented.
[0107] Consequently, according to the first embodiment shown in the drawings, the largest clod M which is not cut by the cutting fluid jet to remain in the ground has a smaller representative size than the large clods M shown in
[0108] In the embodiment shown in the drawings, since the angle in the nozzles N1, N2 (the inject angle of the cutting fluid jets J1, J2) can be adjusted, the cutting diameter D can efficiently be adjusted according to the type of soil in a construction ground G.
[0109] Additionally, in the embodiment shown in the drawings, since the interval V in a vertical direction between the nozzles N1, N2 can be adjusted, the pitch P of jet flow lines shown in
[0110] Next, a second embodiment of the present invention will be described with reference to
[0111] In
[0112] Although
[0113] For example, the partition forming material is a solution containing 5% by weight of a thickener (e.g. guar gum as a natural water-soluble polymer material) and 5% by weight of sodium silicate (water glass). The partition forming material is injected to the soil to be mixed with an in-situ soil to form a separation layer LD.
[0114] Meanwhile, jets J3, J4 injected from downward nozzles N3, N4 are jet flows of a solidification material.
[0115] By injecting the jets J3, J4, a solidification material is mixed with a mixture of the partition forming material and the cut in-situ soil.
[0116] In order to inject the solidification material by injecting the jets J3, J4 from the jet device 10 which is pulled up by rotating the same, even if the in-situ soil is e.g. a clay, a mixture of the in-situ soil (clay) and the partition forming material are favorably mixed with the solidification material.
[0117] Herein, a mixture of the in-situ soil (clay) and the partition forming material passes a circular space S between the jet device 10 and an inner wall surface of a drilling hole HD as shown in an arrowed direction AD as slime to be discharged above the ground. Nevertheless, since the mixture of the in-situ soil (clay) and the partition forming material contains no solidification material, it is not necessary for the mixture to be treated as an industrial waste, thereby no deterioration of working conditions.
[0118] As shown in
[0119] By injecting a solidification material in a downward region of the space IJ cut by the jets J1, J2 by injecting the jets J3, J4, a layer LC of a rich-mixed solidification material (having a low W/C, the ratio of water to a solidification material) is formed in a downward region of the space IJ.
[0120] Herein, the downward jets J3, J4 collide with a cut wall W (an inner wall surface of a diameter-expanded cutting hole cut by the jets J1, J2). Then, if they are rolled up as shown in an arrowed direction AN, a solidification material might be mixed with the separation layer LD (comprising a mixture of the partition forming material and the cut soil). When the solidification material is mixed with the separation layer LD, the solidification material might be discharged above the ground as slime.
[0121] In order to prevent from the solidification material from being discharged above the ground, it is necessary for the downward jets J3, J4 to roll down downward as shown in an arrowed direction AG when they collide with the cut wall W. Thus, as shown in
[0122] Inventors of the present invention experimentally found that when the injection pressure of the downward jets J3, J4 is 100 bar, said inclined angle is preferably 15, and when the injection pressure of the jets J3, J4 is 200 bar, the inclined angle is preferably 30. Also, mixture of a solidification material with a separation layer LD was prevented.
[0123] According to the second embodiment in
[0124] To provide a separation layer LD composed of a partition forming material, a mixture of the partition forming material and soil is discharged above the ground as slime (a mixture of the partition forming material and the cut soil). But, a rich-mixed solidification material in the layer LC of the solidification material is hardly discharged above the ground. Since the solidification material is not discharged above the ground, waste of the solidification material is reduced, and the amount of slime to be treated as an industrial waste in a dedicated plant is reduced.
[0125] In addition, the solidification material is injected by the jets J3, J4 from the downward nozzles N3, N4 of the jet device 10, and the jet device 10 is pulled up by rotating the same. Consequently, even if the viscosity of an in-situ soil (e.g. clay) is high, a mixture of the in-situ soil (clay) and the partition forming material is favorably mixed with the solidification material.
[0126] Other constructions and effects of the second embodiment shown in
[0127] It should be note that the explanations relating to the embodiments shown in the drawings are merely examples and that the technical scope covered by the present invention is not restricted by such the explanations of the embodiments shown in the drawings. The embodiments composed of substantially the same technical concept as disclosed in the claims of the present invention and expressing a similar effect are included in the technical scope of the present invention.
[0128] In the embodiment shown in the drawings, for example, two nozzles are provided, but if nozzles are symmetrically disposed about a point with respect to a central axis CL of a jet device, 3 or more nozzles can be provided.
[0129] In addition, in the embodiment shown in the drawings, a solidification material is delivered from a discharge port provided in a downward direction of the jet device and delivered to a mixture of a cut in-situ soil and a cut fluid. However, like a cutting fluid jet J or together therewith, the solidification material may be injected in an outward radial direction.
EXPLANATION OF LETTERS OR NUMERALS
[0130] 1, 10, 11 . . . Jet device [0131] HC . . . Cutting hole [0132] HD . . . Drilling hole [0133] IJ . . . Cut space [0134] J, J1, J2 . . . Cutting fluid jet [0135] LC . . . Layer of solidification material [0136] LD . . . Layer of partition forming material (separation layer) [0137] N, N1, N2, N3, N4 . . . Nozzle (inject nozzle) [0138] S . . . Circular space [0139] W . . . Cut wall (inner wall surface of cutting hole)