JP2006057312A - Joint method of pile body and pre-cast slab - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a joint method of a pile body and a pre-cast slab capable of surely and firmly joining the pile body and the pre-cast slab. <P>SOLUTION: The joint method of the pile body and the pre-cast slab is so characterized that the pre-cast slab 5 having a through-hole 51 is precedently constructed, the pile body 3 is made to pass through in the through-hole 51 of the pre-cast slab 5 to install it, the inside of the through-hole 51 wherein a pile head is located is filled with a solidified material 4 and that the solidified material 4 forms a restrainable wedge construction body in the direction of the axis. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

  The present invention relates to a method for joining a pile body and a precast plate.

Pile bodies are used as a means for stabilizing various concrete structures. In order to stabilize the upper structure using the pile body, it is necessary to join the pile body and the upper structure.
For joining the pile body and the upper structure, a method of forming the bottom plate of the upper structure with cast-in-place concrete so that the pile head of this pile body is embedded after the pile body is installed is widely adopted. However, in such a joining method, there are many on-site work processes such as assembling the formwork, placing and curing concrete, and demolding the formwork. Therefore, the construction period tends to be long.
For this reason, in order to reduce the number of on-site processes, a precast bottom plate or the like is used. And the method of laying such a precast version so that it may engage with the pile head of a pile body after installing a pile body in advance is proposed.
Alternatively, as shown in FIG. 18, a through-hole B is provided in the precast plate A, and after laying the precast plate A, the pile body C is installed through the through-hole B, and the pile head of the pile body C is attached. There has also been proposed a method in which a solidified material D such as mortar is filled in the positioned through hole B.

JP 9-21141 A

However, there are the following problems in the conventional technique for joining the pile body and the precast plate.
<1> In the method of laying the precast plate so as to engage with the pile head, if an error occurs in the installation position of the pile body, the position of the engaging portion provided on the precast plate and the pile head does not match. Therefore, extremely high accuracy is required for the pile installation position.
<2> In the joining method in which the through hole is filled with the consolidation material, the bonding strength against the pushing and pulling of the pile body depends greatly on the adhesion between the precast plate and the consolidation material, so that sufficient bonding strength is obtained. Difficult to get.

The present invention has been made to solve the above-described conventional problems, and provides a method for joining a pile body and a precast plate that can reliably and firmly join the pile body and the precast plate. Objective.
Furthermore, an object of this invention is to provide the joining method of the pile body and precast plate which can be applied to many uses and are versatile.
The present invention achieves at least one of the above objects.

In order to achieve the above object, the first invention of the present application is a method of joining a pile head of a pile body to a precast plate having a through hole, and laying the precast plate in advance, A wedge structure in which a pile body is installed so as to penetrate into the through hole of the precast plate, and a solidification material is filled in the through hole where the pile head is positioned, and can be constrained in the axial direction by the solidification material. The pile body and the precast plate are joined through the body.
Further, the second invention of the present application is the first invention, wherein the precast plate is a box-like buried box, and the pile body is a foundation pile of the buried box, and is laid in advance. A work machine can be provided on the bottom of the buried box, and the work machine can be configured to penetrate the pile body into the through hole provided in the bottom.
Alternatively, the third invention of the present application is the first invention, wherein the precast plate is an embankment loading type retaining wall material, and the pile body is a foundation pile of the retaining wall material, A work machine can be arranged on the bottom of the retaining wall member laid and the pile body can be installed through the through-hole provided in the bottom by the work machine.
Alternatively, a fourth invention of the present application is the first invention, wherein the precast plate is a water channel lid, the pile body is a positioning pile of the lid, and the lid is laid in advance. It is possible to adopt a configuration in which a work machine is provided and the pile body is installed through the through hole of the lid.
Alternatively, a fifth invention of the present application is the first invention, wherein the precast plate is a floor slab of a pier, and the pile body is a support pile of the floor slab, and precedes a temporary support. A work machine is arranged on the pier laid on the pier, and by this work machine, the pile body is installed through the through hole of the floor slab, and the pile head is positioned in the through hole. The temporary support can be removed after the wedge structure is formed by filling with a consolidated material.
Alternatively, the sixth invention of the present application is the first invention, wherein the precast plate is a support plate of an underwater structure, and the pile body is a foundation pile of the support plate, and is preceded by a water bottom. A temporary gantry that protrudes above the water straddling the support plate laid on is installed, and the pile body is installed by penetrating into the through-hole of the support plate by a work machine deployed on the temporary gantry, After the said solidification material is filled in the said through-hole which located the pile head, and the said wedge structure is comprised, it can be set as the structure which removes the said temporary construction base.
Further, a seventh invention of the present application is the invention of any one of the first to sixth inventions, wherein a pile head fitting cylinder is embedded in advance in the through hole of the precast plate, and the through hole is embedded in the through hole. Via the wedge structure composed of the pile head fitting cylinder that surrounds the pile head positioned, and the consolidated material filled in the pile head fitting cylinder together with the inside of the through hole. The pile body and the precast plate can be joined.
Further, the eighth invention of the present application is the seventh invention, wherein the pile head fitting cylinder is formed on the inner surface of the cylinder with a plurality of protrusions spaced in the axial direction. Can be.
Or 9th invention of this application is said 7th invention, Comprising: The said pile head fitting cylinder WHEREIN: The magnitude | size from which the hollow section of an axial direction both sides differs from the hollow section of an axial direction intermediate part. Can be formed.
Furthermore, the tenth invention of the present application is any one of the seventh to ninth inventions, wherein the pile head of the pile body is formed in a screw groove shape on the outer periphery, and a plurality of hollow frames are formed in the axial direction. It is good also as what was made to insert with a space | interval and comprised.

As described above, the present invention can obtain at least one of the following effects.
<1> After the precast plate is laid, the pile body is installed by penetrating through the through-hole of the precast plate, so that the construction of the pile body at a predetermined position can be reliably performed.
<2> Since the pile body and the precast plate are joined to each other through the wedge structure that can be restrained in the axial direction by the consolidation material when the through hole is filled with the consolidation material, sufficient bonding strength is obtained. Can be obtained.
<3> Using the precast plate laid in advance as a scaffolding support construction, it is applied to the construction of various structures by constructing the pile body with the work machine deployed on this precast plate In particular, construction in a place where it has conventionally been difficult to secure a scaffold for the work machine is also facilitated.

  Embodiments according to the present invention will be described below with reference to the drawings.

  First, main materials used in this embodiment will be described.

<1> Precast plate The precast plate 5 is constructed of, for example, a concrete material in a factory or on-site yard.
As shown in FIG. 1, a through hole 51 is provided in a predetermined position of the precast plate 5, for example, a plurality of predetermined positions, in the thickness direction, and a pile body 3 to be described later is formed on the inner surface of the through hole 51. The pile head fitting cylinder 2 in which the pile head is fitted is embedded.

<2> Pile head fitting cylinder body The pile head fitting cylinder body 2 is fitted so as to surround the pile head when the pile body 3 is installed. The pile head fitting cylinder 2 is provided with a cylindrical side plate 23 that extends in a straight line with both axial ends or both axial ends open. That is, the side plate 23 is formed in a cylindrical shape penetrating in the axial direction.
On the inner surface and outer surface of the side plate 23, a plurality of projections 21 are installed at intervals in the axial direction of the pile head fitting cylinder. In this case, the protrusions 21 can be provided over the entire circumference on the inner surface or the outer surface, and the protrusions 21 can be provided on the inner surface or the outer surface at intervals in the circumferential direction. The purpose of providing the protrusions 21 on the inner surface of the side plate 23 is to restrain the hardened body of the caking material 4 described later from the pile head fitting cylinder 2 by restraining the cured body 4 in the axial direction of the through hole 51 or the pile head fitting cylinder 2. This is to prevent it from being pulled out easily. In particular, it is effective to provide the protrusions 21 at the open ends 26 at both ends in the axial direction to narrow the open ends 26. The purpose of providing the protrusion 21 on the outer surface of the side plate 23 is to prevent the pile head fitting cylinder 2 from being easily pulled out from the precast plate 5.
It is preferable that the hollow section of the pile head fitting cylinder 2 has a size with a margin with respect to the diameter of the pile body 3 so that the pile body 3 can be inserted from both sides in the axial direction.
The embedding length of the pile head fitting cylinder 2 in the precast plate 5 can be arbitrarily set according to the structure of the pile head, the pile diameter, etc., but the adhesion of the consolidated material 4 to the precast plate 5 In consideration of the above, it is preferable to embed the pile head fitting cylinder 2 in the central portion in the axial direction of the through hole 51 of the precast plate 5.
The material of the pile head fitting cylinder 2 can be manufactured by, for example, steel, ceramic, cast iron, or the like.
In addition, the side plate 23 which comprises a cylinder can be formed in a polygonal cylinder other than a cylinder.

<3> Pile body As the pile body 3 used for the method of joining the pile body of the present invention and the precast plate, a micropile such as a cast-in-place pile or embedded pile with a small diameter of 30 cm or less, a steel pipe pile, a PHC pile, etc. There are ready-made piles and cast-in-place concrete piles. There are also small-diameter piles made of core material such as mortar and reinforcing bars used in slope reinforcement work, or reinforcing columns that insert steel materials into soil cement with improved ground.
A screw groove portion 31 can be provided on the surface of the pile head of the pile body 3. The purpose of providing the thread groove 31 is to make it difficult for the pile body 3 to come out of the hardened consolidated material 4 described later. Moreover, in order to further improve the pull-out prevention effect, a structure in which a plurality of hollow frames 32 are fitted to the pile head can be used. The protruding portion of the hollow frame 32 exhibits an effect as a pressure bearing plate against the pulling force in the pile body axial direction, and the pile body 3 is more difficult to come out of the consolidated material 4 after curing.

<4> Consolidating material The consolidating material 4 is formed in the through hole 51, more specifically, the through hole 51 after the pile head is fitted to the pile head fitting cylinder 2 embedded in the precast plate 5. And the space surrounded by the pile head fitting cylinder 2 and the pile head is filled (see FIG. 2). The filled consolidated material 4 comes into close contact with the inner surface of the through hole 51, the inner surface of the pile head fitting cylinder 2, and the outer surface of the pile head. And when the consolidated material 4 hardens | cures, the solidified material 4 which the pile head fitting cylinder 2 hardened will restrain in an axial direction, and the hardened consolidated material 4 will restrain a pile body 3 or a pile head in an axial direction. Therefore, the consolidated material 4 and the pile head, the consolidated material 4 and the pile head fitting cylinder 2, and the consolidated material 4 and the precast plate 5 are respectively connected, and the pile body 3 and the precast plate 5 are integrated. Can be planned. That is, at this time, the pile head fitting cylinder 2 and the hardened consolidated material 4 constitute a wedge structure for firmly joining the pile 3 and the precast plate 5.
As the consolidated material 4, a cement grout material, a non-shrinkable grout material, an expandable high-strength grout material, a resin grout material, or the like can be used.

<5> Application In this embodiment, a case where the precast plate 5 is a box-like buried box 5a such as a box culvert and the pile body 3 is a foundation pile 3a of the buried box 5a will be described.

<6> Joining method between foundation pile and buried box (Figs. 3 and 4)
[Laying a buried box]
First, a pair of retaining walls 61, 61 are provided in the ground, and excavation grooves 62 are formed in the ground between the retaining walls 61, 61.
Next, a base portion 63 is provided at the bottom of the excavation groove 62. The base part 63 can be made of concrete, for example.
Subsequently, the buried box 5a ₁ divided on the base portion 63 is laid. The aforementioned through hole 51 is provided in the bottom of the buried box 5a ₁ .
[Installation of foundation pile]
After laying buried box making 5a _1, work machine 64 for installing a foundation pile 3a on the bottom of the buried box making 5a _1, for example, to deploy a piling machine.
Then, the foundation pile 3a is penetrated through the through hole 51 and the foundation portion 63 by the work machine 64 and driven into the ground or constructed and installed. At this time, the pile head is surrounded and fitted to the pile head fitting cylinder 2 (see FIG. 2, omitted in FIGS. 3 and 4).
[Filling of caking material]
After the foundation pile 3a is installed, the consolidated material 4 is filled into the respective through holes 51 at the bottom of the buried box 5a ₁ . When the filled consolidated material 4 is hardened, a wedge structure is formed, and the foundation pile 3a and the buried box 5a ₁ are joined.
[Post-processing]
Finally, the other embedded box 5a ₂ divided on the embedded box 5a ₁ is fixedly installed to construct the embedded box 5a.
The excavation groove 62 is backfilled, and the mountain retaining walls 61 and 61 are removed.
[Action / Effect]
Since the foundation pile 3a is installed using the through hole 51 as a guide hole after the bottom plate 5a is laid, the foundation pile 3a can be reliably installed at a predetermined position.
By providing the protrusion 21 on the inner surface of the pile head fitting cylinder 2, the cured body of the consolidated material 4 filled in the through hole 51 can be restrained in the axial direction. Moreover, the hardened | cured material of the consolidated material 4 can restrain the foundation pile 3 to an axial direction by providing the screw groove part 31 and the hollow frame 32 in the outer periphery of the pile head of the foundation pile 3. As shown in FIG. Therefore, the foundation pile 3a and the bottom slab 5a are firmly joined.
Since the work machine 64 for installing the foundation pile 3 can be deployed on the bottom slab 5a, the width of the excavation groove 62 can be set to the minimum necessary for the embedded box 5a to enter. That is, the construction efficiency can be improved.

<1> Application In the present embodiment, a case where the precast plate 5 is the embankment loading type retaining wall material 5b and the pile body 3 is the foundation pile 3a of the retaining wall material 5b will be described. In the following examples, detailed description of the same parts as those in Example 1 is omitted.

<2> Joining method between foundation pile and retaining wall material (Figs. 5 and 6)
[Laying retaining wall materials]
First, for example, a foundation 66 is provided in front of a slope or cut slope 65. The foundation 66 can be made of concrete, for example.
Next, the retaining wall material 5 b is laid on the foundation portion 66. The aforementioned through hole 51 is provided in the bottom of the retaining wall member 5b, and the aforementioned pile head fitting cylinder 2 is embedded in the through hole 51.
[Installation of foundation pile]
After laying the retaining wall member 5b, as in the first embodiment, a work machine 64 is provided on the bottom of the retaining wall member 5b, and the foundation pile 3b is passed through the bottom through-hole 51 by the work machine 64. Install.
[Filling of caking material]
After the foundation pile 3b is installed, the solidified material 4 is filled in each through hole 51 and the foundation pile 3b and the retaining wall material 5b are joined in the same manner as in the first embodiment.
[Post-processing]
Finally, the embankment retaining wall is constructed by embanking the bottom of the retaining wall material 5b.
[Action / Effect]
In the present embodiment, the same operations and effects as those of the first embodiment can be obtained. In the present embodiment, the interval between the retaining wall member 5b ₁ and the slope 65 of the embankment or cut can be set to the minimum necessary.

<1> Application In this embodiment, the case where the precast plate 5 is the lid 5c of the water channel 67 and the pile body 3 is the positioning pile 3c of the lid 5c will be described.

<2> Joining method of positioning pile and lid (Fig. 7)
[Laying the lid]
First, the lid 5 c is laid so as to straddle the water channel 67. In the lid 5c, for example, the above-described through holes 51 are provided at both ends in the width direction, and the above-described pile head fitting cylinder 2 is embedded in the through holes 51.
[Installation of positioning piles]
After laying the lid 5c, as in the first and second embodiments, the work machine 64 is arranged on the lid 5c, and the work machine 64 allows the positioning pile 3c to pass through the through-hole 51 of the lid 5c to form the water channel 67. Installed on the ground on both sides in the width direction.
[Filling of caking material]
After installation of the positioning pile 3c, in the same manner as in Example 1 and 2, the consolidated material 4 filled into each through hole 51, by bonding the positioning pile 3c and the lid 5c, the lid 5c waterways 5c ₁ Installed.
[Action / Effect]
In the present embodiment, the same operations and effects as those of the first and second embodiments described above can be obtained. In the present embodiment, the positioning pile 3c can be easily installed even when the water channel is provided in a valley or the like.

<1> Application In this embodiment, a case will be described in which the precast plate 5 is a slab floor slab 5d, and the pile body 3 is a pier support pile 3d that supports the floor slab 5d.

<2> Joining method of support pile and floor slab (Figs. 8 and 9)
[Laying slabs]
First, a plurality of temporary supports 68 are installed, for example, at intervals on the ground where the pier is to be constructed.
Next, the floor slab 5d is continuously laid on the temporary support 68, for example, in the length direction. In the floor slab 5d, for example, the above-described through holes 51 are provided at both ends in the width direction, and the above-described pile head fitting cylinder 2 is embedded in the through holes 51.
[Installation of support pile]
After laying the floor slab 5d, the working machine 64 is arranged on the floor slab 5d in the same manner as in the first to third embodiments. The working machine 64 allows the support pile 3d to pass through the through hole 51 of the floor slab 5d. Install on the ground.
[Filling of caking material]
After installation of the support pile 3d, as in Examples 1 to 3, the through holes 51 are filled with the consolidated material 4, and the support pile 3d and the floor slab 5d are joined. At this time, it is preferable to block the lower side of the through hole 51 of the floor slab 5d so that the consolidated material 4 does not leak.
[Post-processing]
After joining the support pile 3d and the floor slab 5d, the temporary support 68 is removed to construct a pier.
[Action / Effect]
In the present embodiment, the same operations and effects as those of the first to third embodiments can be obtained. In this embodiment, construction is easy even when building on the water.

<1> Application In this example, a case where the precast plate 5 is a support plate 5e of an underwater structure and the pile body 3 is a foundation pile 3e of the support plate 5e will be described.

<2> Joining method between foundation pile and support plate (Fig. 10)
[Laying the support version]
First, the support plate 5e is laid on the bottom of the water. The support plate 5 e is provided with the above-described through hole 51, and the above-described pile head fitting cylinder 2 is embedded in the through hole 51.
On the other hand, a temporary gantry 69 protruding on the water is installed so as to straddle the support plate 5e.
[Installation of foundation pile]
After the temporary gantry 69 is installed, a work machine 64 is arranged on the temporary gantry 69, and the foundation pile 3e is installed on the water bottom ground through the through hole 51 of the support plate 5e.
[Filling of caking material]
After the foundation pile 3e is installed, the foundation of the underwater structure is obtained by filling the through holes 51 with the consolidated material 4 and joining the foundation pile 3e and the support plate 5e in the same manner as in the first to third embodiments. Build a department. The filling of the consolidated material 4 can be performed by, for example, an injection tube inserted from the water into the water.
[Post-processing]
After filling with the consolidated material 4, the temporary gantry 69 is removed.
[Action / Effect]
In the present embodiment, like the first to fourth embodiments, the support pile 3d can be reliably installed at a predetermined position.
In the present embodiment, the support pile 3d and the floor slab 5d are firmly joined as in the first to fourth embodiments.

<1> Application In this example, a case where the precast plate 5 is a support plate 5f of a footbridge and the pile body 3 is a foundation pile 3f of the support plate 5f will be described.

<2> Joining method between foundation pile and support plate (Figs. 11 and 12)
[Laying the support version]
First, the support plate 5f is laid on, for example, a sidewalk on both sides of the roadway. The support plate 5f is provided with the above-described through hole 51, and the above-described pile head fitting cylinder 2 is embedded in the through hole 51.
[Installation of foundation pile]
After laying the support plate 5f, for example, a work machine 64 is provided on the support plate 5f, and the work pile 64 is used to install the foundation pile 3f through the through hole 51 of the support plate 5f on the ground.
[Filling of caking material]
After the foundation pile 3f is installed, as in Examples 1 to 5, the through hole 51 is filled with the solidified material 4, and the foundation pile 3f and the support plate 5f are joined together to form the foundation portion of the footbridge. To construct.
[Post-processing]
After joining the foundation pile 3f and the support plate 5f, a pier is installed on the support plate 5f, and a girder is built on the pier, and the pedestrian bridge 70 is constructed.
[Action / Effect]
In the present embodiment, like the first to fifth embodiments, the support pile 3d can be reliably installed at a predetermined position.
In the present embodiment, the support pile 3d and the floor slab 5d are firmly joined as in the first to fifth embodiments.

In Example 1 thru | or 6, as shown in FIG. 13, the shape of the side plate 23 which comprises the pile head fitting cylinder 2 is a cylinder or a polygonal cylinder, Comprising: The hollow cross section of the axial direction both sides of the side plate 23 Can be formed so as to be gradually reduced from the axial intermediate portion 27 side toward the open end portion 26. That is, the inner air cross section of the both axial sides or the open end portion 26 can be formed smaller than the inner air cross section of the axial intermediate portion 27. By configuring in this way, when the consolidated material 4 is filled in the through-hole 51, the hardened body of the consolidated material 4 that is in close contact with the inner surface of the side plate 23 becomes difficult to come out of the pile head fitting cylinder 2. When the pulling force or pushing force in the axial direction is applied to the pile body 3, the tightening force of the hardened body of the consolidated material 4 due to the wedge effect is applied to the pile head to restrain the pile head in the axial direction. it can. Also in such a side plate-shaped cylinder, the protrusions 21 can be provided on the outer surface of the side plate 23, particularly on the outer surfaces of both axial end portions.
The same effect can be obtained by forming the inner air cross sections on both sides in the axial direction of the side plate 23 so as to gradually expand from the axial intermediate portion 27 side toward the open end portion 26.
That is, the side plate 23 can be formed so that the inner hollow cross section at both axial end portions and the inner hollow cross section at the axial intermediate portion have different sizes.
Furthermore, you may combine the structure which provides the projection part 21 in the inner surface of the pile head fitting cylinder 2 as shown in FIG. The purpose of this structure is to make it harder for the hardened body of the consolidated material 4 to come out of the pile head fitting cylinder 2.

In addition to the joining form described above, joining may be performed in a form as shown in FIG. That is, in this embodiment, the pile body 3 is installed in advance, the insertion hole 52 provided on the bottom surface side of the precast plate 5 is inserted into the pile head of the pile body 3, and the precast plate 5 is laid. Although the pile head fitting cylinder 2 can be embedded in the insertion hole 52 (not shown), the pile head fitting cylinder 2 can have a structure in which the upper opening is closed.
Then, the pile body 3 and the precast plate 5 are joined by filling the solidified material 4 in the insertion hole 52, more specifically, the pile head fitting cylinder 2. In filling the consolidated material 4, an injection hole is provided in the wall surface of the pile head fitting cylinder 2, and an injection passage communicating with the injection hole and exiting to the upper surface side is provided in the precast plate 5. This can be done by injection into the injection passage (not shown).
Such a joining method can be applied to a case where the road 71 provided on a slope such as a mountain part is widened (see FIG. 16) or a rock shed 72 is constructed on the road 71 (see FIG. 17).

Sectional drawing before joining of the junction part of a pile and a precast plate. Sectional drawing after joining of the junction part of a pile and a precast plate. The figure for demonstrating the case where a box-shaped burying box is constructed | assembled using the joining method of the pile body of this invention, and a precast plate. The figure which shows the state which constructed the buried box. The figure for demonstrating the case where an embankment retaining wall is constructed | assembled using the joining method of the pile body of this invention, and a precast plate. The figure which shows the state which constructed the embankment retaining wall. The figure for demonstrating the case where a cover is installed in a water channel using the joining method of the pile body of this invention, and a precast plate. The figure for demonstrating the case where a pier is constructed | assembled using the joining method of the pile body of this invention, and a precast plate. The figure which shows the state which constructed the pier. The figure for demonstrating the case where the foundation part of an underwater structure is constructed | assembled using the joining method of the pile body of this invention, and a precast plate. The figure for demonstrating the case where the foundation part of a footbridge is constructed | assembled using the joining method of the pile body of this invention, and a precast version. The figure which shows the state which constructed the footbridge. The figure which shows the joining method of another pile body and a precast plate. The figure which shows the example of a change of the pile head fitting cylinder 2. FIG. The figure for demonstrating the case where a precast version is joined to the pile body installed previously. The figure which shows the state which widened the road provided in slopes, such as a mountainous part. The figure which shows the state which built the rock shed on the road provided in slopes, such as a mountainous part. The figure which shows the joining method of the conventional pile body and a precast plate.

Explanation of symbols

2 ... Pile head fitting cylinder 3 ... Pile 3a, 3b, 3e, 3f ... Foundation pile 3c ·············································································································································· ············ Precast plate 5a ············· Embedded box 5b ··············· Retaining wall material 5c ·························································· 5

Claims (7)

A method of joining a pile head of a pile body to a precast plate having a through hole,
Prior to laying the precast version,
Install the pile body through the through hole of the precast plate,
The through hole in which the pile head is positioned is filled with a consolidation material, and the pile body and the precast plate are joined via a wedge structure that can be restrained in the axial direction by the consolidation material. ,
Joining method of pile body and precast plate. A method of joining the pile body according to claim 1 and the precast plate,
The precast plate is a box-like buried box, and the pile body is a foundation pile of the buried box,
A work machine is deployed on the bottom of the buried box previously laid,
By this working machine, the pile body is installed through the through hole provided in the bottom,
Joining method of pile body and precast plate. A method of joining the pile body according to claim 1 and the precast plate,
The precast plate is an embankment loading type retaining wall material, and the pile body is a foundation pile of the retaining wall material,
Deploying a work machine on the bottom of the retaining wall material laid in advance,
By this working machine, the pile body is installed through the through hole provided in the bottom,
Joining method of pile body and precast plate. A method of joining the pile body according to claim 1 and the precast plate,
The precast plate is a lid of a waterway, and the pile body is a positioning pile of the lid,
Deploy work machines on the lid laid in advance,
By this work machine, the pile body is installed by penetrating into the through hole of the lid,
Joining method of pile body and precast plate. A method of joining the pile body according to claim 1 and the precast plate,
The precast plate is a floor slab of a pier, and the pile body is a support pile of the floor slab,
A work machine is deployed on the pier previously laid on the temporary support,
By this work machine, the pile body is installed in the through hole of the floor slab,
The temporary support is removed after filling the solidified material into the through-hole in which the pile head is positioned and configuring the wedge structure,
Joining method of pile body and precast plate. A method of joining the pile body according to claim 1 and the precast plate,
The precast plate is a support plate of an underwater structure, and the pile body is a foundation pile of the support plate,
A temporary gantry that protrudes above the water straddling the support plate laid on the bottom of the water in advance,
With the work machine deployed on this temporary gantry, the pile body is installed through the through hole of the support plate,
The temporary gantry is removed after the wedge structure is formed by filling the solidified material in the through hole where the pile head is located,
Joining method of pile body and precast plate. A method of joining the pile body according to any one of claims 1 to 6 and a precast plate,
A pile head fitting cylinder is embedded in advance in the through hole of the precast plate,
The wedge composed of the pile head fitting cylinder that surrounds the pile head positioned in the through hole, and the consolidation material that is filled in the pile head fitting cylinder together with the inside of the through hole. It is characterized by joining the pile body and the precast plate through the structure,
Joining method of pile body and precast plate.

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