JP2009024389A - Construction method for steel pipe pile on inclined surface - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a construction method for a steel pipe pile on an inclined surface for connecting an excavating pipe with a rotation providing means on the inclined surface (at a low position) and dispensing with a platform. <P>SOLUTION: This construction method comprises a process for integrating an inner bit 2 provided with the excavating pipe 4 and a ring bit 3 provided with the steel pipe pile 6 together, a process for erecting an anchor pin 10 on the inclined surface 9 and fixing a fulcrum shaft 11 passing through a fulcrum ring 21 of a rising stand 20 on the anchor pin 10, a process for connecting the excavating pipe 4 integrated with the steel pipe pile 6 or the like with the rotation providing means 30 guided by the rising stand 20 and being freely movable, a process for raising the rising stand, a process for starting operation of the rotation providing means 30 to install the steel pipe pile 6 in a construction position on the inclined surface 9, a process for separating the inner bit 2 from the ring bit 3, and a process for leaving the steel pipe pile 6 in the ground and pulling up the excavating pipe 4. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

  The present invention relates to a method for constructing a steel pipe pile on an inclined surface, in which the steel pipe pile is installed on an inclined surface such as a slope.

  2. Description of the Related Art Conventionally, a double-pipe excavation method is known as a construction method for efficiently installing a tubular pile (collectively referred to as “steel pipe pile” in the present invention) on the ground. Such a construction method uses a double-pipe excavation bit having an inner bit having a drilling blade on the front surface, a drilling blade on the front surface or a side surface, and a ring bit detachably attached to the inner bit, The inner bit to which the excavating pipe is connected and the ring bit to which the steel pipe pile is connected are integrated, and one or both of rotation and striking is applied to the inner bit through the excavating pipe to perform excavation. And when excavating to a predetermined depth, the inner bit and the ring bit are separated, and the excavating pipe connected to the inner bit is pulled up and collected, and the steel pipe pile is put into the ground with the ring bit connected. It will be left behind.

  At this time, the drilling machine for imparting one or both of rotation and striking to the excavation pipe includes a self-propelled or transporting carriage, a stand installed on the carriage, and a rotation imparting means that moves up and down while being guided by the stand. And elevating means for elevating and lowering the rotation applying means. And since such a drilling machine is heavy, it is difficult to self-propell or transport to a high position on an inclined surface, and therefore a simple assembling type anchor driving device has been developed (for example, a patent) Reference 1).

JP-A-8-184040 (page 2-3, FIG. 1)

However, in the anchor placing device disclosed in Patent Document 1, the steel pipe pile and the excavation pipe are integrated by a double pipe excavation bit, the integrated one is lifted by a lifting means, and the upper end of the excavation pipe is set on the stand. Since it is joined to the rotation imparting means pulled up to a high position, there are the following problems.
(A) For this connection, workers need to climb to a position where they can reach a high position. Therefore, a platform (work platform with a ladder for climbing up and down) is installed at a high position on the frame. Will be installed.
(Ii) Normally, since the stand is installed perpendicular to the inclined surface, the stand is inclined with respect to the vertical direction, so that the platform is kept horizontal and the structure of the ladder reaching the platform is complicated. become.
(Iii) Also, it is not easy to install the stand vertically on the inclined surface or to keep the platform horizontal.
(E) Therefore, the number of parts and the weight of the anchor placing device increase, and the work of installing the anchor placing device on the inclined surface becomes complicated, resulting in an increase in the manufacturing cost of the device and an increase in construction cost due to an increase in the number of steps Or it was the cause of construction delay.

  The present invention has been made to solve such a problem, and makes it possible to easily and quickly connect the excavation pipe to the rotation applying means (at a low position) on an inclined surface, thereby eliminating the need for a platform. It aims at providing the construction method of the steel pipe pile in an inclined surface.

(1) The construction method of the steel pipe pile on the inclined surface according to the present invention is as follows:
Construction of steel pipe piles on an inclined surface using a double-pipe excavation bit having an inner bit having a drilling blade on the front surface and a ring bit detachably attached to the inner bit on the front or side surface A method,
Connecting a drill pipe to the inner bit;
Connecting a steel pipe pile to the ring bit;
Integrating the inner bit to which the excavation pipe is connected and the ring bit to which the steel pipe pile is connected;
A step of installing an upright construction apparatus comprising a standing stand that can stand upright and a rotation imparting means that is movably installed on the standing stand at a construction position of the inclined surface;
A step of attaching the integrated excavation pipe to the rotation applying means in a state where the standing stand of the standing construction apparatus installed at the construction position is lying down,
Erecting an upright stand of the upright construction apparatus and erecting the integrated excavation pipe at a predetermined angle with respect to the inclined surface;
Activating the rotation applying means and applying rotation to the integrated excavation pipe to draw the integrated steel pipe pile into the ground while excavating the inclined surface;
When the integrated steel pipe pile is drawn to a predetermined depth, the ring bit and the steel pipe pile are separated, the excavation pipe to which the inner bit is connected is pulled up to the ground, and the ring bit is connected Leaving the steel pipe piles in the ground,
The step of lying the standing stand of the standing construction device, and lying the raised excavation pipe at a predetermined angle with respect to the inclined surface;
Have

(2) Further, in the above (1), the standing stand of the standing construction apparatus is integrated with the rotation applying means in a state where the tip of the standing stand is lowered so that the tip is lower than the tilting fulcrum. A drilling pipe is attached.
(3) Further, in the above (1), the standing stand of the standing construction apparatus is integrated with the rotation imparting means in a state where the tip of the standing stand is lying down so that its tip is higher than the tilting fulcrum. A drilling pipe is attached.

(4) Furthermore, the construction method of the steel pipe pile in the inclined surface according to the present invention is as follows:
Construction of steel pipe piles on an inclined surface using a double-pipe excavation bit having an inner bit having a drilling blade on the front surface and a ring bit detachably attached to the inner bit on the front or side surface A method,
Connecting a drill pipe to the inner bit;
Connecting a steel pipe pile to the ring bit;
Integrating the inner bit to which the excavation pipe is connected and the ring bit to which the steel pipe pile is connected;
A step of installing a swing-type construction device comprising a lifting block movably installed on a fixed stand and a rotation imparting means rotatably installed on the lifting block at the construction position of the inclined surface;
Attaching the integrated excavation pipe to the rotation applying means in a state where the lifting block of the swing-type construction apparatus installed at the construction position is lowered;
Raising the elevating block of the swing-type construction device, and erecting the integrated excavation pipe at a predetermined angle with respect to the inclined surface;
Activating the rotation applying means and applying rotation to the integrated excavation pipe to draw the integrated steel pipe pile into the ground while excavating the inclined surface;
When the integrated steel pipe pile is drawn to a predetermined depth, the ring bit and the steel pipe pile are separated, the excavation pipe to which the inner bit is connected is pulled up to the ground, and the ring bit is connected A process of leaving the steel pipe piles that are left in the ground,
Lowering the lifting block of the swing-type construction device, and causing the raised excavation pipe to fall down at a predetermined angle with respect to the inclined surface.

(5) Further, in any one of (1) to (4), the double pipe excavation bit transmits the rotational force applied to the inner bit via the excavation pipe to the ring bit. It is characterized by doing.
(6) Furthermore, in any one of the above (1) to (4), an impact applying means for applying an impact force to the inner bit is installed in the excavation pipe,
The double pipe excavation bit transmits a rotational force and a striking force applied to the inner bit to the ring bit.

(7) Furthermore, in any one of the above (1) to (4), the rotation applying means can freely apply a striking force to the excavation pipe in addition to the rotational force,
The double-pipe excavation bit transmits a rotational force and a striking force applied to the inner bit via the excavation pipe to the ring bit.
(8) Further, in any one of the above (1) to (7), a cylindrical connecting portion is fixed to the steel pipe pile, and the cylindrical connecting portion is connected to the ring bit so as to be rotatable around a pipe axis. It is characterized by that.

Since the construction method of the steel pipe pile in the inclined surface which concerns on this invention is above, there exist the following effects.
(I) The construction method of the steel pipe pile on the inclined surface according to the present invention can use the standing construction apparatus and attach the excavation pipe to the rotation imparting means with the standing stand lying down, so that no platform is required. Thus, the apparatus becomes simple and the operation becomes easy and quick. Therefore, the construction cost can be reduced or the construction period can be shortened.

(Ii) In addition, the excavating pipe is connected to the rotation applying means in a state where the standing stand is lying down so that the tip is lower than the tilting fulcrum. The excavation pipe can be easily connected to the rotation applying means simply by pulling down the excavation pipe toward the applying means. Therefore, the work becomes quick.
(Iii) Since the excavating pipe is connected to the rotation applying means in a state where the standing stand is lying down so that the tip is positioned higher than the tilting fulcrum, the rotation is applied only by pulling the excavating pipe toward the rotation applying means. A drilling pipe can be easily connected to the means. Therefore, the work becomes quick.
In addition, since the power required to stand the stand is reduced, the apparatus is miniaturized and the work is quickened.

  (Iv) Furthermore, since the excavation pipe can be attached to the rotation imparting means located at a low position by using the swinging construction apparatus, the apparatus is simplified without the platform, and the operation is easy and quick. Therefore, it is possible to reduce the construction cost or shorten the construction period.

(V) Furthermore, since the rotational force is applied to the inner bit and the rotational force is also applied to the ring bit, the excavation speed increases, the work becomes quicker, and excavation is performed even on difficult-to-excavate ground. Can do.
(Vi) Furthermore, since a rotational force and a striking force are applied to the inner bit and a rotational force and a striking force are also applied to the ring bit, the excavation speed is further increased, and the operation becomes quicker, and difficult to excavate. Even the ground can be excavated.

  (Vii) Further, since the steel pipe pile is rotatably connected to the ring bit around the pipe axis via the cylindrical connecting portion, the steel pipe pile is not driven to rotate during excavation. For this reason, the burden of the rotation imparting means is reduced, and the apparatus can be reduced in size and the work speeded up.

[Embodiment 1: Use of standing construction equipment]
1 to 5 schematically illustrate a method for constructing a steel pipe pile on an inclined surface according to Embodiment 1 of the present invention (hereinafter referred to as “the present construction method 1”). FIG. 1 is a double-pipe excavation bit. Etc. are a side view, a lower half is a cross-sectional view, FIG. 2 is a perspective view showing a part of an upright construction apparatus, and FIGS. 3 to 5 are side views illustrating the steps. In addition, the engagement and dimensions of the members in each drawing are exaggerated and expanded or contracted or deformed for easy understanding.

(Integration process of double-pipe drilling bit)
In FIG. 1, a double-pipe excavation bit 1 includes an inner bit 2 having the excavation blade 2b on the front surface (same as the pilot bit) and a ring bit 3 having the excavation blade 3b on the front surface or the side surface (same as the outer bit). ) And. The ring bit 3 is detachably joined to the inner bit 2 via a joining mechanism (not shown), and the rotational force and striking force applied to the inner bit are transmitted to the ring bit 3 (Japanese Patent Application 2003). -3873181).

Therefore, the construction method 1 includes a step of connecting the excavation pipe 4 (same as the excavation rod) to the inner bit 2 and a cylindrical connecting part 5 (fixed to the end of the steel pipe pile 6 (same as the casing)). A step of connecting a so-called top joint and casing shoe to the ring bit 3 in a rotatable manner, an inner bit 2 (excavated pipe 4 is connected) and a ring bit 3 (steel pipe pile 6 is a cylindrical connecting part 5) Are connected to each other).
In addition, this integration process may be performed on a flat ground other than the inclined surface 9, and the integrated product may be transported to the construction position of the inclined surface 9, or may be joined separately or only partially. In this state, after transporting to the construction position of the inclined surface 9, the inclined surface 9 may be integrated.

(Installation process of upright construction equipment)
In FIG. 2, the standing construction apparatus 7 moves (lifts and lowers) the pair of anchor pins 10, the standing stand 20, the rotation imparting means 30 that is guided by the standing stand 20 and is movable, and the rotation imparting means 30. Lifting and lowering means 40.
A fulcrum ring 21 serving as a tilting fulcrum is installed at the lower end of the standing stand 20, and guide means 23 for guiding the steel pipe pile 6 is provided at a position perpendicular to the fulcrum ring 21 at the lower end of the standing stand 20. The guide means 23 is formed of a fixed short half steel pipe 23a fixed to the stand 20 and a rotary short half steel pipe 23b, the latter being connected to the former by a hinge means 23c so as to be freely rotatable. Then, it is fixed in a non-rotatable manner by the lock means 23d. In addition, although the standing stand 20 is illustrated as being formed from a pair of circular pillars in cross section, the present invention is not limited to this, and may be a single U-shaped section steel. .

  The elevating means 40 includes a screw rod 41 (same as a spline shaft) that is rotatably installed on the stand 20, a screw rod drive motor 42, and a rotation transmission mechanism that transmits the rotation of the screw rod drive motor 42 to the screw rod 41. (Not shown). Then, the rotation applying means 30 is engaged with the screw rod 41 and moved while being guided by the stand 20 by the rotation of the screw rod 41.

  The pair of anchor pins 100 are such that a fulcrum shaft 11 serving as a tilting fulcrum is installed in a horizontal direction by a joining means (pipe clamp or the like) 13. Further, a sheave 12 is installed at the upper end of one anchor pin 100, and the lower end is sharpened for easy standing.

  3A, the construction method 1 includes a step of installing the standing construction device 7 at the construction position of the inclined surface 9. At this time, the standing construction apparatus 7 stands the anchor pin 10 substantially vertically at the construction position of the inclined surface 9, and carries the standing stand 20 to the construction position in a lying state (for example, the inclined surface by a winch or the like). 9 may be pulled up), and the fulcrum shaft 11 is passed through the fulcrum ring 21 of the stand 20 to fix the fulcrum shaft 11 to the anchor pin 10.

(Connection process to rotation applying means)
In FIG. 3 (b), the standing stand 20 is in a state where the tip 22 is lying down so that the tip 22 is at a lower position side of the inclined surface 9 (the fulcrum ring 21 is higher than the inclined surface 9). It is located near the tip 22 of the stand 20.
Therefore, the construction method 1 includes a step of placing the integrated steel pipe pile 6 on the stand 20 and connecting the integrated excavation pipe 4 to the rotation applying means 30. In addition, exactly, the drive coupling 4a (refer FIG. 1) by which the steel pipe pile 6 is mounted in the mounting part (not shown) provided in the standing stand 20, and is being fixed to the edge part of the excavation pipe 4. FIG. Is connected to a drive shaft (not shown) of the rotation applying means 30.
At this time, either the integrated excavation pipe 4 or the rotation imparting means 30 may be moved. And the position close | similar to the cylindrical connection part 5 of the steel pipe pile 6 is guided by the guide means 23 with a clearance gap (it can be rotated around the pipe axis and can be raised and lowered in the pipe axis direction).

(Standing process)
As shown to (a) of FIG. 4, this construction method 1 has the process of making the standing stand 20 stand perpendicularly with respect to the inclined surface 9. As shown in FIG.
At this time, in the initial stage of standing, the wire 50 connected to the tip 22 of the standing stand 20 is locked to the sheave 12, and the wire 50 is wound up (indicated by a two-dot chain line in FIG. 4B). ). By doing so, the moment which tries to stand upright stand 20 generate | occur | produces reliably. Depending on the shape of the inclined surface 9 and the installation position of the wire winding means (not shown), there is no need to lock the wire 50 to the sheave 12, so that the installation of the sheave 12 can be omitted and the anchor pin 10 can be shortened.

(Drilling process)
As shown in FIG. 4 (b), the construction method 1 starts the rotation applying means 30 and applies rotation to the integrated excavation pipe 4. It has the process of excavating the inclined surface 9 with the excavation blade 2b and the excavation blade 3b, and drawing the steel pipe pile 6 integrated with the excavation into the ground.
At this time, since the stand 20 is supported by the wire 50 and the steel pipe pile 6 is guided by the guide means 23, the excavation position does not move and the excavation direction does not change.

(Inner bit collection process)
Further, as shown in FIG. 5 (a), the present construction method 1 is performed when the excavation reaches a predetermined depth, that is, when the integrated steel pipe pile 6 is drawn to the predetermined depth. Is stopped, the inner bit 2 and the ring bit 3 are separated, and the excavation pipe 4 to which the inner bit 2 is connected is pulled up, that is, the steel pipe pile 6 to which the ring bit 3 is connected is left in the ground. The process of carrying out.
Since the inner bit 2 and the ring bit 3 are joined by a bayonet structure, the inner bit 2 is easily separated from the ring bit 3 by rotating in the direction opposite to the direction in which the inner bit 2 is excavated and pulling up.

And as shown in FIG.5 (b), this construction method 1 lies the standing stand 20 of the standing construction apparatus 7, and detaches the separated excavation pipe 4 (the inner bit 2 is connected). A step of lying down substantially parallel to the inclined surface 9. Therefore, in this state, the excavation pipe 4 (with the inner bit 2 connected) can be removed from the standing construction apparatus 7.
If the wire 50 is locked to the sheave 12 in the course of lodging, the force acting on the wire 50 is reduced when the angle formed by the standing stand 20 with respect to the inclined surface 9 is reduced (when approaching parallel). can do.

As described above, the construction method 1 can easily install the standing construction device 7 at the construction position of the inclined surface 9 and can easily and reliably leave the steel pipe pile 6 in the ground. Therefore, the work becomes easy and quick, so that the construction cost can be reduced or the construction period can be shortened.
In addition, although the above has shown what is connected to the standing construction apparatus 7 in the state in which the excavation pipe 4 and the steel pipe pile 6 were integrated, this invention is not limited to this, It is continuously When installing the steel pipe pile, after leaving the preceding steel pipe pile 6 in the ground, the excavation pipe 4 (the inner bit 2 provided for excavation is connected to the standing construction apparatus 7). A new steel pipe pile 6 (with a new ring bit 3 connected thereto) may be connected.

In addition, as described above, the standing stand 20 is laid down so that the tip 22 is on the lower position side of the inclined surface 9 (the fulcrum ring 21 is higher than the inclined surface 9), and the rotation applying means 30 is connected to the excavating pipe 4 However, the present invention is not limited to this, and the front end 22 is located on the higher side of the inclined surface 9 (the fulcrum ring 21 is positioned lower than the inclined surface 9). The excavation pipe 4 may be connected to the rotation applying means 30 in a lying state.
At this time, the stand 20 is installed at a lower position of a tip lifting means (not shown) (for example, the second wire connected to the tip 22 of the stand 20 and the inclined surface 9 for winding the second wire). The means for winding up the second wire is erected substantially vertically, and thereafter, while the wire 50 is rewound, the stand 20 is made perpendicular to the inclined surface 9 and supported.

Furthermore, although the case where it excavates by the rotational force by the rotation provision means 30 above is demonstrated, this invention is not limited to this, A striking means (down the hole drill etc.) is installed in a drilling pipe, and it rotates. You may excavate with both force and striking force. At this time, even if it is a difficult excavation inclined surface, excavation becomes possible and excavation speed becomes high.
Further, the rotation applying means 30 may be provided with a striking force applying function as well as a rotating force applying function. At this time, even if it is a difficult excavation inclined surface, excavation becomes possible and excavation speed becomes high.

[Embodiment 2: Using swing-type construction device]
FIGS. 6-9 is a side view which illustrates typically the construction method (henceforth "this construction method 2") of the steel pipe pile in the inclined surface which concerns on Embodiment 2 of this invention later on in process.
The construction method 2 uses a swing construction device 8 instead of the standing construction device 7 used in the construction method 1. Therefore, while omitting the description of the contents common to the construction method 1 such as the step of integrating the inner bit 2 to which the excavating pipe 4 is connected and the ring bit 3 to which the steel pipe pile 6 is connected, Common members or corresponding members are denoted by the same reference numerals, and description thereof is omitted.

(Installation process of swing-type construction equipment)
In FIG. 6A, the swing construction apparatus 8 moves (lifts) the anchor pin 10, the fixed stand 70, the lifting block 80 guided by the fixing stand 70 and movable, and the lifting block 80. And a rotation imparting means 30 rotatably supported by a swinging shaft (not shown) provided on the lifting block 80.
Therefore, the construction method 2 includes a step of installing the swinging construction device 8 at the construction position of the inclined surface 9. At this time, the swinging construction device 8 may attach all the parts such as the fixed stand 70 to the anchor pin 10 and pull up the inclined surface 9 by means (not shown) (for example, winch or the like). Alternatively, all or a part of the fixed stand 70 or the like may be separately transported to the construction position, and the swinging construction apparatus 8 may be completed by attaching them at the position.

(Connection process to rotation applying means)
As shown in FIG. 6 (b), the present construction method 2 is integrated with the rotation applying means 30 in a state where the lifting block 80 of the swinging construction apparatus 8 installed at the construction position of the inclined surface 9 is lowered. A step of attaching the excavated pipe 4 being made. At this time, since the rotation imparting means 30 is rotatably supported by the elevating block 80, the rotation imparting means 30 can be swung (floating) and is rotated substantially parallel to the inclined surface 9. Therefore, the integrated excavation pipe 4 can be easily connected to the rotation imparting means 30 on the inclined surface 9 (position close to the inclined surface) while maintaining a posture substantially parallel to the inclined surface 9.

(Drilling process)
And the raising / lowering block 80 is started by raising the raising / lowering means 40, and has the process of lifting the integrated excavation pipe 4 ((a) of FIG. 7). Then, since the integrated excavation pipe 4 tends to become vertical, the integrated excavation pipe 4 is made parallel to the fixed stand 70 by traction means or human power (not shown), and the tubular connection of the steel pipe pile 6 is performed. The position close to the portion 5 is constrained by the guide means 73 so as to be rotatable around the tube axis and movable (lifted / lowered) in the tube axis direction ((b) of FIG. 7).

(Inner bit collection process)
And after excavation ((a) of Drawing 8) like this construction method 1, and after leaving pipe anchor 6 (tubular connecting part 5 and ring bit 3 are connected) in the ground And a step of pulling up the excavation pipe 4 to which the inner bit 2 is connected ((b) of FIG. 8).
And it has the process (FIG. 9) which descends the raising / lowering block 80 of the swing-type construction apparatus 8, and falls the separated excavation pipe 4 substantially parallel to the inclined surface 9. In FIG. Therefore, in this state, the excavation pipe 4 (with the inner bit 2 connected) can be removed from the swing construction apparatus 8.

As described above, the present construction method 1 can easily and reliably connect the integrated excavation pipe 4 to the swing-type construction apparatus 7 installed at the construction position of the inclined surface 9. Therefore, the construction cost can be reduced or the construction period can be shortened.
In addition, although the above has shown what is connected to the swing-type construction apparatus 8 in the state in which the excavation pipe 4 and the steel pipe pile 6 were integrated, this invention is not limited to this, The steel pipe pile 6 Is left in the ground, and the new steel pipe pile 6 (the new ring bit 3 is attached to the excavation pipe 4 (the inner bit 2 used for excavation is connected)) that remains connected to the swing-type construction device 8. May be connected).

  In addition, as described above, the excavation pipe 4 is connected to the rotation imparting means 30 in a state where the double pipe excavation bit 1 connected to the excavation pipe 4 is located at a lower position on the inclined surface 9 than the position of the fixed stand 70. However, the present invention is not limited to this, and the excavation pipe 4 is in a state where the double pipe excavation bit 1 is located at a higher position on the inclined surface 9 than the position of the fixed stand 70. May be connected to the rotation applying means 30. At this time, as the rotation imparting means 30 is raised, the double-pipe excavation bit 1 is parallel to the fixed stand 70 without being separated from the inclined surface 9, so that the excavation pipe 4 is parallel to the fixed stand 70. There is no need to install special means.

In addition, although the case where it excavates by the rotational force by the rotation provision means 30 is demonstrated, this invention is not limited to this, A striking means (down the hole drill etc.) is installed in a drilling pipe, and a rotational force and impact You may drill both with force. At this time, even if it is a difficult excavation inclined surface, excavation becomes possible and excavation speed becomes high.
Further, the rotation applying means 30 may be provided with a striking force applying function as well as a rotating force applying function. At this time, even if it is a difficult excavation inclined surface, excavation becomes possible and excavation speed becomes high.

  Since the present invention enables the construction cost to be reduced and the construction period to be shortened by connecting the excavation pipe to the rotation imparting means on the inclined surface without climbing the platform or the like, as a construction method for various steel pipe piles on various inclined surfaces. Can be widely used.

The side view of the partial cross section which illustrates typically the construction method of the steel pipe pile in the inclined surface which concerns on Embodiment 1 of this invention, and shows a double pipe type excavation bit. The perspective view which illustrates typically the construction method of the steel pipe pile in the inclined surface which concerns on Embodiment 1 of this invention, Comprising: A part of standing construction apparatus. The side view which explains typically the construction method of the steel pipe pile in the inclined surface which concerns on Embodiment 1 of this invention later on in process. FIG. 4 is a side view schematically illustrating a process following FIG. 3. FIG. 5 is a side view schematically illustrating a process following FIG. 4. The side view which explains typically the construction method of the steel pipe pile in the inclined surface which concerns on Embodiment 2 of this invention later on in process. FIG. 7 is a side view schematically illustrating a process following FIG. 6. FIG. 8 is a side view schematically illustrating a process following FIG. 7. FIG. 9 is a side view schematically illustrating a process following FIG. 8.

Explanation of symbols

DESCRIPTION OF SYMBOLS 1 Double pipe type excavation bit 2 Inner bit 3 Ring bit 4 Excavation pipe 5 Tubular connection part 6 Steel pipe pile 7 Standing-type construction apparatus (Embodiment 1)
8 Swinging construction equipment (Embodiment 2)
9 inclined surface 10 anchor pin 11 fulcrum shaft 12 sheave 20 standing stand 21 fulcrum ring 22 tip 23 guide means 30 rotation imparting means 40 elevating means 50 wire 70 fixed stand 73 guide means 80 elevating block 2b excavating blade 3b excavating blade 4a drive coupling

Claims (8)

Construction of steel pipe piles on an inclined surface using a double-pipe excavation bit having an inner bit having a drilling blade on the front surface and a ring bit detachably attached to the inner bit on the front or side surface A method,
Connecting a drill pipe to the inner bit;
Connecting a steel pipe pile to the ring bit;
Integrating the inner bit to which the excavation pipe is connected and the ring bit to which the steel pipe pile is connected;
A step of installing an upright construction apparatus comprising a standing stand that can stand upright and a rotation imparting means that is movably installed on the standing stand at a construction position of the inclined surface;
A step of attaching the integrated excavation pipe to the rotation applying means in a state where the standing stand of the standing construction apparatus installed at the construction position is lying down,
Erecting an upright stand of the upright construction apparatus and erecting the integrated excavation pipe at a predetermined angle with respect to the inclined surface;
Activating the rotation applying means and applying rotation to the integrated excavation pipe to draw the integrated steel pipe pile into the ground while excavating the inclined surface;
When the integrated steel pipe pile is drawn to a predetermined depth, the ring bit and the steel pipe pile are separated, the excavation pipe to which the inner bit is connected is pulled up to the ground, and the ring bit is connected Leaving the steel pipe piles in the ground,
The step of lying the standing stand of the standing construction device, and lying the raised excavation pipe at a predetermined angle with respect to the inclined surface;
Method for constructing steel pipe pile on inclined surface with   The standing excavation stand of the standing construction apparatus is attached with the integrated excavation pipe to the rotation applying means in a state where the tip of the stand stands so as to be lower than the tilting fulcrum. The construction method of the steel pipe pile in the inclined surface of 1.   The standing excavation stand of the stand-up construction device is attached with the integrated excavation pipe to the rotation applying means in a state where the tip end of the stand stands so as to be higher than the tilting fulcrum. The construction method of the steel pipe pile in the inclined surface of 1. Construction of steel pipe piles on an inclined surface using a double-pipe excavation bit having an inner bit having a drilling blade on the front surface and a ring bit detachably attached to the inner bit on the front or side surface A method,
Connecting a drill pipe to the inner bit;
Connecting a steel pipe pile to the ring bit;
Integrating the inner bit to which the excavation pipe is connected and the ring bit to which the steel pipe pile is connected;
A step of installing a swing-type construction device comprising a lifting block movably installed on a fixed stand and a rotation imparting means rotatably installed on the lifting block at the construction position of the inclined surface;
The step of attaching the integrated excavation pipe to the rotation imparting means in a state where the lifting block of the swinging construction apparatus installed at the construction position is lowered,
Raising the elevating block of the swing-type construction device, and erecting the integrated excavation pipe at a predetermined angle with respect to the inclined surface;
Activating the rotation applying means and applying rotation to the integrated excavation pipe to draw the integrated steel pipe pile into the ground while excavating the inclined surface;
When the integrated steel pipe pile is drawn to a predetermined depth, the ring bit and the steel pipe pile are separated, the excavation pipe to which the inner bit is connected is pulled up to the ground, and the ring bit is connected Leaving the steel pipe piles in the ground,
Lowering the raising / lowering block of the swing-type construction device, and lying down the pulled excavation pipe at a predetermined angle with respect to the inclined surface;
The construction method of the steel pipe pile in the inclined surface characterized by having.   The inclination according to any one of claims 1 to 4, wherein the double-pipe excavation bit transmits a rotational force applied to the inner bit via the excavation pipe to the ring bit. Construction method of steel pipe piles on the surface. The impact imparting means for imparting impact force to the inner bit is installed in the excavation pipe,
The steel pipe pile on an inclined surface according to any one of claims 1 to 4, wherein the double pipe excavation bit transmits a rotational force and a striking force applied to the inner bit to the ring bit. Construction method. The rotation imparting means is capable of imparting a striking force to the excavation pipe in addition to a rotational force,
The double pipe type excavation bit transmits the rotational force and striking force applied to the inner bit via the excavation pipe to the ring bit. Construction method of steel pipe pile on the described inclined surface.   The inclined surface according to any one of claims 1 to 7, wherein a cylindrical connecting part is fixed to the steel pipe pile, and the cylindrical connecting part is connected to the ring bit so as to be rotatable around a pipe axis. Of steel pipe piles in Japan.

Images