JP4615841B2 - Synthetic pile construction method and synthetic pile - Google Patents

Description

  The present invention relates to a synthetic pile construction method and a synthetic pile in which foundations such as ground improvement and steel pipe piles are simultaneously constructed.

  As a method for constructing this type of synthetic pile, there is one shown in FIGS. 12 and 13 (see, for example, Patent Document 1).

  In this synthetic pile construction method, as shown in FIG. 12, a hollow steel pipe 1 is used in which a plurality of protruding stirring blades 2 are provided on the outer periphery of the lower end. One or more discharge ports 4 are provided in the vicinity of the excavation blade 3 at the lower end of the hollow steel pipe 1 to form a pile body. Further, a spiral wing-like or hook-like projection 5 is formed on the intermediate outer peripheral surface of the hollow steel pipe 1. Further, a rotary drive device 6 is provided on the upper portion of the hollow steel pipe 1 and a solidified slurry pumping pipe 8 is connected via a swivel 7 above the rotary drive apparatus 6.

In construction, the rotary drive device 6 is operated to rotate the hollow steel pipe 1 serving as the pile body, and the solid liquid such as cement milk is pushed into the ground 9 while being discharged from the discharge port 4. At this time, the hollow steel pipe 1 provided with the discharge port 4 is used as a flow path, and the hollow steel pipe 1 is sequentially added while being infused into the ground 9 to be rotationally embedded. The hollow steel pipe 1 sinks while excavating the earth and sand of the ground 9 with the excavating blades 3. At that time, the excavated earth and sand and the solidified liquid are stirred and mixed by the stirring blade 2, and the solidified liquid is cured inside and outside the hollow steel pipe 1. As shown in FIG. 13, a soil cement column S is formed around the hollow steel pipe 1.
JP 2001-140251 A

  However, since the conventional synthetic pile construction method uses the hollow steel pipe 1 provided with the excavating blade 3, the stirring blade 2 and the like, if there is a hard layer or a boulder or the like in the ground 9, the stirring blade 2 or the like. However, it is difficult to penetrate the hollow steel pipe 1 by hitting them, and there is a problem that it takes time for construction or the construction machine is damaged. Moreover, since the setting position of the hollow steel pipe 1 is easily shifted, it was not possible to construct an accurate foundation. Furthermore, since the high-cost hollow steel pipe 1 provided with the agitating blade 2, the excavating blade 3 and the like is embedded in the ground 9 and used as a pile as it is, the construction cost is increased accordingly.

  Therefore, the present invention has been made to solve the above-described problems, and can position and penetrate the pile body smoothly and accurately in the ground, while shortening the construction time and reducing the construction cost. It aims at providing the construction method of a synthetic pile and synthetic pile which can aim at cost reduction.

The invention according to claim 1, while penetrating the pile main body into the ground, discharging a hardening improving material from the discharge port of the pile main body to form a synthetic pile made of the pile main body and the hardening improving material in the ground. In the construction method of the synthetic pile, the pile body is rotated when penetrating the pile body having no stirring blade in the ground and the tip is closed conically, and the hardening is improved from the discharge port of the pile body. It is formed by injecting a jet jet of material and injecting the hardening improving material into the ground, and by rotating diffused air from an air pressure feed pipe provided in the pile body and an air vent plate provided in the pile body The air around the pile body in the ground is collected by the gap, and the pile body is penetrated to a predetermined depth of the ground and the hardening improving material is injected, and then the pile body is left in the ground as it is. Leave the pile body in the ground to leave Characterized by construct a synthetic pile consisting of hardened ground by the cured improving material surrounding the 該杭 body.

Invention of Claim 2 is the construction method of the synthetic pile of Claim 1, Comprising: The hardening improvement material from the 1 or more nozzle as a discharge port provided in this pile main body at the time of penetration of the pile main body without the said stirring blade It is characterized by ejecting a jet jet.

Invention of Claim 3 is the construction method of the synthetic pile of Claim 2, Comprising: Jet of hardening improvement material from a pair of nozzle as a discharge port provided in this pile main body at the time of penetration of the pile main body without the said stirring blade The jet is jetted so as to intersect.

The invention according to claim 4 includes a pile main body provided with a discharge port that penetrates into the ground and discharges the hardening improvement material, and a hardening improvement material that is discharged and injected into the ground from the discharge port of the pile main body. In the synthetic pile, the stiffening blade is not provided and the tip is conically closed, and the hardening improving material is jetted from the outlet of the pile main body to inject the hardening improving material into the ground, and the pile main body is injected. The air around the pile body in the ground is collected by the diffusion air from the provided air pressure feed pipe and the air gap formed by the rotation of the air release plate provided in the pile body, and up to a predetermined depth of the ground It is characterized by comprising the pile main body that is penetrated while being rotated and is left in the ground as it is, and the ground hardened by the hardening improving material around the pile main body.

As described above, according to the synthetic pile construction method of the invention of claim 1, the pile body is rotated when penetrating the pile body having no stirring blade in the ground and having a conical end closed. (For example, rotating or swinging), and jetting a jet of hardening improving material from the outlet of the pile body to inject the hardening improving material into the ground, penetrating the pile body to a predetermined depth of the ground and improving hardening Since the pile body was left in the ground as it was after that, the composite pile consisting of the pile body and the ground hardened by the hardening improvement material around the pile body was created in the ground. The pile body can be positioned and penetrated smoothly and accurately, and the construction time of the synthetic pile can be shortened and the construction cost can be reduced. In particular, the air around the pile body in the ground can be recovered by the diffusion air from the air pressure feed pipe provided in the pile body and the gap formed by the rotation of the air release plate provided in the pile body, The adhesion of the improved soil to the pile body in the ground can be further improved.

According to the construction method of the synthetic pile of the invention of claim 2, the jet jet of the hardening improving material is jetted from one or more nozzles as discharge ports provided in the pile body when the pile body without the stirring blade is penetrated. Therefore, it is possible to create a highly accurate synthetic pile with high resistance by uniformly injecting the hardening improving material into the ground all around the pile body.

According to the synthetic pile construction method of the invention of claim 3, when the pile main body without a stirring blade is penetrated, the jet of the hardening improving material is injected so as to intersect from a pair of nozzles as discharge ports provided in the pile main body. As a result, it is possible to reliably and uniformly inject the hardening improving material into the ground around the entire circumference of the pile body, thereby creating a highly accurate synthetic pile with high resistance.

According to the composite pile of the invention of claim 4, the composite pile is jetted with a hardening improving material from the discharge port of the pile main body having no stirring blade and closed at the tip, and the hardening improving material is injected into the ground. , And a pile body that penetrates while rotating (for example, rotating or swinging) to a predetermined depth of the ground and is left as it is in the ground, and a ground hardened by a hardening improving material for the entire circumference of the pile body Therefore, it is possible to build a high-precision composite pile at a low cost. In particular, the air around the pile body in the ground can be recovered by the diffusion air from the air pressure feed pipe provided in the pile body and the gap formed by the rotation of the air release plate provided in the pile body, The adhesion of the improved soil to the pile body in the ground can be further improved.

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

  FIG. 1 is an explanatory view showing an outline of a construction machine for constructing a composite pile according to an embodiment of the present invention, FIG. 2 is a cross-sectional view of a main part of a steel pipe pile used in the construction machine, and FIG. 3 is a main part of the steel pipe pile. A partial front view and FIG. 4 are sectional views of a synthetic pile constructed by the construction machine.

  As shown in FIG. 1, the construction machine 10 for constructing the synthetic pile 31 attaches and detaches a base end portion 22 of a cylindrical steel pipe pile (pile main body) 20 with a distal end portion 21 closed conically through a joint 12. A rotary drive device 11 that freely rotates is provided. An improvement material pumping pipe 13 for feeding the liquid hardening improving material K into the steel pipe pile 20 at a high pressure is connected via a swivel 14 to a position facing the joint 12 at the upper portion of the rotary drive device 11. The improved material pressure feed pipe 13 is connected to a stirrer 15 and a high pressure pump 16 for stirring the hardening improving material K and water. The rotary drive device 11 and the like are moved up and down by a forced lifting device (not shown), and the steel pipe pile 20 is lowered while rotating by the rotary drive device 11.

  As shown in FIGS. 1 to 4, at least a pair of upper and lower nozzles (discharge ports) 23 and 24 serving as injection ports are attached in the vicinity of the distal end portion 21 of the steel pipe pile 20 at a predetermined distance in the vertical direction. . The upper nozzle 23 is inclined downward and the lower nozzle 24 is inclined upward at the same angle, and a high-pressure jet jet of the liquid curing improving material K ejected from each of the nozzles 23 and 24 is predetermined. It intersects at the position where the pile diameter is created. Further, as shown in FIGS. 2 and 3, each nozzle 23, 24 is covered with a cover 26 so as not to be clogged.

  Further, as the hardening improving material K, cement milk, mortar, chemicals or the like is used. In this embodiment, cement milk obtained by stirring and mixing cement and water at a weight ratio of 1: 0.6 to 1: 1 is used. . The liquid hardening improving material K is directly pumped at a high pressure to a pair of upper and lower nozzles 23 and 24 through the inside of the cylindrical steel pipe pile 20 with the closed end 21 closed. Instead of using the steel pipe pile 20 as a flow path, each nozzle 23, 24 is inserted through a temporary improvement material pressure feed pipe (temporary pipe), which is inserted into the steel pipe pile 20 and recovered later and is not shown. Alternatively, it may be pumped at a high pressure. In this case, a temporary air pressure feed pipe for supplying compressed air together with a temporary improvement material pressure feed pipe, a temporary auxiliary material pressure feed pipe for feeding another curing auxiliary improvement material at a high pressure, or the like may be provided.

  Next, the case where the synthetic | combination pile 31 is constructed | assembled using the construction machine 10 of the said structure is demonstrated.

  As shown in FIG. 1, when the steel pipe pile 20 is penetrated into the ground 30, the steel pipe pile 20 is rotated by the rotation drive device 11, and liquid is discharged from a pair of upper and lower nozzles 23, 24 provided on the steel pipe pile 20. The liquid hardening improving material K is injected into the ground 30 around the steel pipe pile 20 by cross-injecting the high pressure jet jet of the hardening improving material K. The jet of the liquid hardening improving material K may be a low-pressure jet.

Thus, after injecting the steel pipe pile 20 to the predetermined depth of the ground 30 (that is, the base end portion 22 of the steel pipe pile 20 comes close to the ground surface) and injecting the liquid hardening improver K, the construction machine 10 The steel pipe pile 20 is separated from the joint 12 and the steel pipe pile 20 is left in the ground 30 as it is and embedded. At this time, the steel pipe pile 20 may be filled with a liquid hardening improving material K. And when the liquid hardening improvement material K hardens | cures, as shown in FIG. 4, it will consist of the steel pipe pile 20 and the soil cement column (Ground K ' around the steel pipe pile 20 hardened by the hardening improvement material) in the ground 30. A composite pile 31 is created. Thereby, the foundation of the synthetic pile 31 which consists of the ground improvement of the ground 30 and the steel pipe pile 20 and the soil cement column K 'can be performed simultaneously.

  In this construction method of the composite pile 31, when the steel pipe pile 20 is penetrated into the ground 30, a jet jet of the liquid hardening improving material K is jetted from the pair of nozzles 23, 24 on the tip 21 side of the steel pipe pile 20. Then, the liquid hardening improving material K is injected into the ground 30, the steel pipe pile 20 is penetrated to a predetermined depth of the ground 30 and the liquid hardening improving material K is injected, and then the steel pipe pile 20 is left in the ground 30 as it is. Since the synthetic pile 31 composed of the steel pipe pile 20 and the soil cement column K ′ is formed in the ground 30 by being left behind, stirring blades, excavation blades, etc. are projected on the steel pipe pile 20 as in the past. Even if there is a hard layer or a boulder or the like in the ground 30, it is possible to easily and smoothly penetrate the cylindrical steel pipe pile 20 whose tip 21 is conically closed into the ground 30, Short construction time for composite pile 31 It is possible to achieve the reduction.

  Moreover, since the steel pipe pile 20 can be easily positioned and matched with the pile core position, a highly accurate foundation can be constructed. Further, since the cylindrical steel pipe pile 20 whose tip 21 is closed in a conical shape is used, the steel pipe pile 20 having a lower cost than the conventional one provided with a stirring blade, a drilling blade or the like is provided in the ground 30. It can be used as it is as it is buried in the pile, and the construction cost can be reduced accordingly.

  In particular, when the steel pipe pile 20 is penetrated, the steel pipe pile 20 is rotated, and a jet of the liquid hardening improving material K is jetted from the pair of nozzles 23 and 24 so as to intersect with each other. The liquid hardening improving material K can be uniformly injected into the ground 30 to easily create a high-precision synthetic pile 31 with high resistance.

  In addition, when creating this synthetic pile 31, the addition amount of cement is arbitrarily changed according to a basic design specification etc. In addition, in a soil layer that is relatively hard and can be expected to have a frictional force around a synthetic pile, such as an intermediate sand layer, the pulling reaction force can be increased by increasing the pile diameter in the soil layer (enlarging the improved body). .

  FIG. 5 is an explanatory view showing an outline of a construction machine for composite piles according to another embodiment of the present invention, and FIG. 6 is a sectional view of the composite pile constructed by the construction machines.

As shown in FIG. 5, the construction machine 10 ′ for constructing the composite pile 31 ′ is based on a cylindrical steel pipe pile (pile body) 20 ′ having a smaller diameter than the steel pipe pile 20 and having a tip 21 closed conically. The rotary drive device 11 is configured to rotate the end portion 22 detachably through the joint 12. An improvement material pumping pipe 13 for feeding the liquid hardening improving material K into the steel pipe pile 20 ′ at a high pressure via a swivel 14 is connected to a position facing the joint 12 at the top of the rotary drive device 11. The improved material pressure feed pipe 13 is connected to a stirrer 15 and a high pressure pump 16 for stirring the hardening improving material K and water. A plurality of air vent plates 28 that are alternately arranged in the vertical direction are attached to the outside of the steel pipe pile 20 'so that the air pressure feed pipe 27 and the air pressure feed pipe 27 are positioned between them. When the air bleeding plate 28 rotates, the diffusion air (compressed air) A can be ejected from an unillustrated ejection hole provided at the tip of the air pressure feeding tube 27 . Since other configurations are the same as those in the above embodiment, the same components are denoted by the same reference numerals and detailed description thereof is omitted.

  Next, the case where the synthetic pile 31 'is constructed using the construction machine 10' having the above configuration will be described.

As shown in FIG. 5, when the steel pipe pile 20 ′ penetrates into the ground 30, the steel pipe pile 20 ′ is rotated by the rotation drive device 11 and a pair of upper and lower nozzles 23, 24 provided on the steel pipe pile 20 ′. The liquid hardening improving material K is injected into the ground 30 around the steel pipe pile 20 ′ by cross-injecting the high pressure jet jet of the liquid hardening improving material K. When jetting the liquid hardening improving material K, the air release plate 28 is rotated by rotating the steel pipe pile 20 ′ , and the diffused air A is introduced into the ground 30 from the injection hole at the tip of the air pressure feeding pipe 27. High pressure injection.

  In this way, the steel pipe pile 20 'is penetrated to a predetermined depth of the ground 30 (that is, the base end portion 22 of the steel pipe pile 20' comes close to the ground surface), and the liquid hardening improver K and the diffusion air A are injected. Later, the steel pipe pile 20 ′ is cut off from the joint 12 of the construction machine 10 ′, and the steel pipe pile 20 ′ is left as it is and embedded in the ground 30.

Then, when the liquid hardening improving material K is hardened, as shown in FIG. 6, from the steel pipe pile 20 ′ and the soil cement column (the ground K ′ around the steel pipe pile 20 hardened by the hardening improving material) in the ground 30. A synthetic pile 31 is created. Thereby, the foundation of the ground improvement of the ground 30 and the composite pile 31 'composed of the steel pipe pile 20' and the soil cement column K 'can be simultaneously performed.

In this construction method of the synthetic pile 31 ', in addition to the same effect as the construction method of the synthetic pile 31, a gap portion (not shown) formed by rotation of the air pressure feed pipe 27 attached to the outer periphery of the steel pipe pile 20' and The air around the steel pipe pile 20 ′ in the ground can be recovered through the gap by the diffused air A injected at a high pressure from the injection hole at the tip of the air pressure feed pipe 27 , and the steel pipe pile 20 in the ground 30. The adhesion of the improved soil to ′ can be further improved.

  FIG. 7 shows an example of nozzle arrangement. In this nozzle arrangement example, three nozzles 23, 24 and 25 inclined in a predetermined direction are attached to a steel pipe pile (pile main body) 20 ″, respectively. The distance to the point T where the cross injection of the high pressure jet jet of the hardening improving material K meets can be increased or decreased.

Further, FIG. 8 shows another Roh nozzle arrangement example, in this another nozzle arrangement example, to the lower side of the nozzle 24 only steel pipe pile of three nozzles 23, 24, 25 (pile body) 20 " The distance from the steel pipe pile 20 ″ to the point T where the cross-injection of the high-pressure jet jet of the liquid hardening improver K meets can be increased or decreased.

  Further, FIG. 9 shows another nozzle arrangement example. In this another nozzle arrangement example, the inclination angle of the pair of upper and lower nozzles 23 and 24 can be variably controlled with respect to the steel pipe pile (pile main body) 20 ″. The distance from the steel pipe pile 20 ″ to the point T where the cross injection of the high-pressure jet jet of the liquid hardening improver K meets can be increased or decreased.

  When these nozzle arrangement examples are used, as shown in FIG. 10, a composite pile 31 ″ having an arbitrarily variable pile diameter (diameter of the soil cement column K ′) can be easily formed in a short time and at low cost. can do.

  In addition, according to each said embodiment, although the steel pipe pile was used as a metal pile main body, a pile main body may be not only a steel pipe but square steel, H-shaped steel, concrete piles, etc. Moreover, although it penetrated in the ground, rotating a steel pipe pile, you may make it construct a higher quality synthetic pile by repeating penetration and extraction of a steel pipe pile (namely, repeating raising / lowering motion). In addition, the steel pipe pile is allowed to penetrate into the ground while rotating, but the steel pipe pile is allowed to penetrate into the ground while swinging, or the steel pipe pile is allowed to penetrate into the ground without rotating or swinging. May be. Furthermore, the steel pipe pile is welded to the outer periphery of the steel pipe pile to provide a convex part, or the steel pipe pile is provided with a notch or the like to provide a concave part to enhance the bonding between the steel pipe pile and the hardening improving material. good.

  Of course, the pile body includes not only straight pipes but also those that can be more efficiently integrated with the ground improvement body mixed with cement by attaching protrusions to the pipe-like pile body. In this case, for example, by attaching a plurality of inverted triangular plates around the tip of the pile body to increase the friction force, or by attaching a plurality of rectangular protrusions around the middle of the pile body, the friction force (adhesion force) is increased. It can be increased or even an auger shape.

  Furthermore, according to each said embodiment, it was made to inject so that the jet jet of hardening improvement material may cross | intersect from a pair of nozzle provided in the pile main body, but provided one or three or more nozzles in the pile main body. The jet of the hardening improving material may be jetted without intersecting in the direction perpendicular to the pile main body. Specifically, as shown in FIG. 11 (a), a jet jet of the hardening improving material K is obliquely injected from the inclined nozzle 23 on the upper side of one side of the pile body 20 and the other side of the pile body 20. A jet jet of the hardening improving material K is jetted in a direction orthogonal to the pile main body 20 from the nozzle 24 on the lower side, or a pair of both sides of the pile main body 20 as shown in FIG. You may make it jet the jet jet of the hardening improvement material K from the nozzles 24 and 24 to the both directions orthogonal to this pile main body 20, respectively.

It is explanatory drawing which shows the outline of the construction machine which constructs the synthetic | combination pile of embodiment of this invention. It is sectional drawing of the principal part of the steel pipe pile used for the said construction machine. It is a partial front view of the principal part of the said steel pipe pile. It is sectional drawing of the synthetic | combination pile constructed | assembled with the said construction machine. It is explanatory drawing which shows the outline of the construction machine which constructs the synthetic pile of other embodiment of this invention. It is sectional drawing of the synthetic | combination pile constructed | assembled with the construction machine of the said other embodiment. It is explanatory drawing which shows the example which has arrange | positioned three nozzles to a steel pipe pile. It is explanatory drawing which shows the other example which has arrange | positioned three nozzles to the steel pipe pile. It is explanatory drawing which shows the example which has arrange | positioned the two nozzles which change an inclination angle to a steel pipe pile. It is sectional drawing which shows the synthetic | combination pile which varied the pile diameter arbitrarily. (A) is explanatory drawing which shows the example of arrangement | positioning of the other nozzle of embodiment of this invention, (b) is explanatory drawing which shows the example of arrangement | positioning of another nozzle. It is explanatory drawing which shows the outline of the construction machine which constructs the synthetic pile of a prior art example. It is sectional drawing of the synthetic | combination pile constructed | assembled with the construction machine of the said prior art example.

Explanation of symbols

20, 20 ', 20 "steel pipe pile (pile body)
23, 24, 25 Nozzle (Discharge port)
30 Ground 31, 31 ', 31 "Composite pile K Hardening improving material

Claims (4)

In the construction method of the synthetic pile which penetrates the pile main body into the ground and discharges the hardening improving material from the discharge port of the pile main body to create a synthetic pile composed of the pile main body and the hardening improving material in the ground ,
The pile body is rotated when penetrating a pile body having no agitating blade in the ground and the tip is closed in a conical shape, and a jet jet of a hardening improving material is sprayed from a discharge port of the pile body. Injecting the hardening improving material into the ground, and by the diffusion air from the air pressure feed pipe provided in the pile body and a void formed by rotation of the air vent plate provided in the pile body, The air around the pile body is collected, the pile body is penetrated to a predetermined depth of the ground and the hardening improving material is injected, and then the pile body is left as it is in the ground to leave the pile in the ground. A synthetic pile construction method comprising: forming a synthetic pile including a pile main body and a ground hardened by the hardening improving material around the pile main body. It is the construction method of the synthetic pile according to claim 1,
A synthetic pile construction method, wherein a jet jet of a hardening improving material is ejected from one or more nozzles as discharge ports provided in the pile body when the pile body without the stirring blade is inserted. It is a construction method of the synthetic pile according to claim 2,
A method for constructing a synthetic pile, wherein a jet jet of a hardening improving material is jetted so as to intersect from a pair of nozzles as discharge ports provided in the pile main body when the pile main body without the stirring blade is penetrated. In a synthetic pile consisting of a pile main body provided with a discharge port that penetrates into the ground and discharges the hardening improvement material, and a hardening improvement material that is discharged and injected into the ground from the discharge outlet of this pile main body,
The hardening improving material is jet-injected into the ground by jetting the hardening improving material from the discharge port of the pile main body having no stirring blade and conically closed at the tip, and an air pressure feed pipe provided in the pile main body The air around the pile body in the ground is collected by the diffusion air from the pile and the air gap formed by the rotation of the air vent plate provided in the pile body, and penetrated while rotating to the predetermined depth of the ground A synthetic pile comprising the pile main body left as it is in the ground and the ground hardened by the hardening improving material around the pile main body.

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